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Permit D10-153 - COSTCO - REROOF
COSTCO REROOF 400 COSTCO DR D10 -153 City *Tukwila 1 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 Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: DEVELOPMENT PERMIT Permit Number: D10 -153 Issue Date: 07/29/2010 Permit Expires On: 01/25/2011 Tenant: Name: COSTCO REROOF Address: 400 COSTCO DR , TUKVVILA WA Owner: Name: SADE PAUL +ELEANOR Address: 585 POINT SAN PEDRO RD , SAN RAFAEL CA 94901 Phone: Contact Person: Name: LISA HORN Address: 1110 112 AV NE - SUITE 500 , BELLEVUE WA 98004 Phone: 425 - 463 -1576 Contractor: Name: JACKSON DEAN CONSTRUCTION Address: 3414 S 116 ST , SEATTLE WA 98168 Phone: 425 378 -2031 Contractor License No: JACKSDC962QR Expiration Date: 12/31/2010 DESCRIPTION OF WORK: REMOVE EXISTING BUILT -UP ROOF, REPAIR DAMAGED ROOF DECK, ADD INSULATION AND INSTALL SINGLE PLY PVC ROOFING SYSTEM. REMOVE EXISTING MECHANICAL UNITS NOT IN USE, INCLUDING REPAIR AND IN-FILL OF ROOF DECK. Value of Construction: 1,317,773.00 Fees Collected: $15,957.03 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: III-N Occupancy per IBC: 0019 * *continued on next page ** doc: IBC -7/07 D10 -153 Printed: 07 -29 -2010 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.ci.tukwila.wa.us Permit Number: D10 -153 Issue Date: 07/29/2010 Permit Expires On: 01/25/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. 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: -7"'")-C1-1, I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or th performance of wo k. I am thorized to sign and obtain this development pe t. Signature: Date: � Z 9/ c) Print Name: )20/ c-i%r /344 Cc5-7 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. doc: IBC -7/07 D10 -153 Printed: 07 -29 -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 Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Tenant: COSTCO REROOF PERMIT CONDITIONS Permit Number: D10 -153 Status: ISSUED Applied Date: 06/15/2010 Issue Date: 07/29/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: Application of roof coverings with the use of an open -flame devices requires a separate permit from the Tukwila Fire Department located at 444 Andover Park East, Tukwila, Washington, 98188; telephone - (206)575 -4407. There shall be not less than one multi- purpose portable fire extinguisher with a minimum 2 -A 20 -B:C rating on the roof being covered or repaired. (IFC 105.6.24, 1417.3) doc: Cond -10/06 D10 -153 Printed: 07 -29 -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: ht4x//www.ci.tukwila.wa.us 15: An operational permit is required for the storage and use of LP -gas and operation of cargo tankers that transport LP -gas. (IFC 105.6.28, Chapter 38) 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 17: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 18: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D10 -153 Printed: 07 -29 -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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: Koli-c-c-a.r 504 Date: gA-1/, doc: Cond -10/06 D10 -153 Printed: 07 -29 -2010 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 chancal Permit No L Plumbing /Gas Permit No. Public or Permit No, Project No. Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE ()CATION` King Co Assessor's Tax No.:?..S.)-3014 _ 1010 3 Site Address: 400 Costco Drive, Tukwila, WA 98188 Suite Number: Floor: 1 Tenant Name: Costco Wholesale New Tenant: ❑ Yes ® ..No Property Owners Name: Paul and Eleanor Sade 1985 Trust, Paul and Eleanor Sade Trustees, c/o Mr. Robert M. Miller Mailing Address: Miller International, Ltd 24 Cherry Hills Court Alamo CA 94507 City State Zip CONTACT PEISOI wl o do we ;antact wheu your pe issued Name: Lisa Horn Mailing Address: 1110 112th Ave NE - Suite 500 Day Telephone: (425) 463 -1576 Bellevue WA 98004 E -Mail Address: Lisa.Horn @MulvannyG2.com City State Fax Number: (425) 463 -2129 Zip GENERAL. CONTRACTOR INFORMATION — (Contractor Information. for Mechanical (pg 4) for Plumbing and Gas Pi ing (l)g 5)) Company Name: Ferguson Construction Mailing Address: PO Box 80867 Seattle WA 98108 City State Day Telephone: (206) 767 -3801 (206) 767 -7342 Contact Person: Justin Armstrong E -Mail Address: justina @fergusonconstruction.com Contractor Registration Number: FERGUCI000LA Fax Number: Zip Expiration Date: 06/01/2011 ARCHITECT OF RECORD - All plans n amped by Architect of Record Company Name: MulvannyG2 Architecture Mailing Address: 1110 112th Ave NE - Suite 500 Bellevue WA 98004 Contact Person: Lisa Horn E -Mail Address: Lisa.Horn @MulvannyG2.com City State Zip Day Telephone: (425) 736 -6324 Fax Number: (425) 463 -2129 ENGINEER OF RECORD - All plans mu gineer of Record Company Name: Engineers Northwest Mailing Address: 6869 Woodlawn Avenue NE Seattle WA 98115 Contact Person: Bob Raichle E -Mail Address: bobr @enwseattle.com H: \Applications \Forms - Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised 1 -2009 bh City State Day Telephone: (206) 525 -7560 Fax Number: (206) 522 -6698 Zip Page 1 of 6 BUILDING PERMIT INFORMATION - 2 06- 431 -3670 Valuation of Project (contractor's bid price): $ 317, 773 Existing Building Valuation: $ Scope of Work (please provide detailed information): Remove existing built -up roof, repair damaged roof deck, add insulation and install single ply PVC roofing system. Remove existing mechanical units not in use, including repair and in -fill of roof deck. Will there be new rack storage? ❑ Yes ®.. No If yes, a separate permit and plan submittal will be required. PI °vide All Building Areas in Square Footage elo+ Addition to Existing Structure Type of Construction per IBC Type of Occupancy per IBC 212,266 III -N Sprklyd M 2n° Floor ri Floors_._ Accessory Sructu Attached Garag hed Garage Det e Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: 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: 786 Compact: Handicap: 16 Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: VI 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 'yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: \Applications\Forms- Applications On Line \2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 t♦ PERMIT APPLICATION NOTES — Applicable to all permits in his a, plication 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 AUTHORIZED AGENT: Signature: ?J 6i .- _Sc --ljjwaq Date: ./z3 (14 4/ 9" 4 .4 /ft 7 it Print Name: D Telephone: Mailing Address: ?o 54tN. 37 g .4l f+M►c 0 $ it f t-s v City State Zip I Date Application Accepted: f ( to— �: ` (0 O Date Application Expires: Staff Initials: H: \Applications \Forms - Applications On Line \2009 Applications \1.2009 - Permit Application.doc Revised: 1.2009 bh Page 6 of 6 • • *ILA wqs City of Tukwila yDepartment of Community Development 0 1 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 2 Phone: 206-431-3670 A 'r Fax: 206 - 431 -3665 ;1:906x='"' Web site http: / /www.ci.tukwila.wa.us Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Applicant: COSTCO REROOF RECEIPT Permit Number: D10 -153 Status: APPROVED Applied Date: 06/15/2010 Issue Date: Receipt No.: R10 -01442 Initials: User ID: WER 1655 Payment Amount: $9,672.70 Payment Date: 07/29/2010 08:40 AM Balance: $0.00 Payee: COSTCO TRANSACTION LIST: Type Method Descriptio Amount Payment Check 8872999 9,672.70 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $9,672.70 9,668.20 4.50 PAY ::E g doc: Receiot -06 Printed: 07 -29 -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 Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Applicant: COSTCO REROOF RECEIPT Permit Number: D10 -153 Status: PENDING Applied Date: 06/15/2010 Issue Date: Receipt No.: R10 -01067 Initials: User ID: WER 1655 Payment Amount: $6,284.33 Payment Date: 06/15/2010 01:29 PM Balance: $9,672.70 Payee: COSTCO TRANSACTION LIST: Type Method Descriptio Amount Payment Check 8847938 6,284.33 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 6,284.33 Total: $6,284.33 doc: Receiot -06 Printed: 06 -15 -2010 INSPECTION RECORD Retain NO. PERMIT NO. etain a copy with permit CITY OF TUKWILA BUILDING DIVISION (206) 431 -3670 fi& 3 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Pr ect: ('AS �n�) roe)' Type of Inspection: / -76O , i r ( Address: �//�� /� /� /.ICJ (QJ /c ) „..-- Date Called: Special Instructions: Date Wante(dd -? 3 a n . p.m. Requester: Phone No: Approved per applicable codes. 1__l Corrections required prior to approval. COMMENTS: 4 P-/6 e ,-�� mac, f� �G . M7� �4 V 9 � i /7) - / �.o 4Y/1; REINSPECTION FEE REQUIRED r or to next inspectiori. fee must be paid at 6300 Southcenter Blv • Su* a 100. Call to schedule reinspection. • • INSPECTION RECORD Retain a copy with permit INSPECT N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION. . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Pernijt- 11spection Request Line (206) 431 -2451 610-1.0 Proj t: 7:241 Type Inspectio s A dd ress: ^ ✓ _ � "ite) 3 C ` Date Called: Special Instructioi s: Date Wanted: /2-, f e , � --/o �a.m p:m: Requeste •- Phone Nbs-0:---" 7 /9 / �/ -pproved per applicable codes. DCorrections required prior to-approval. COMMENTS: 9 113 (t (9.1.4A, al„A 44 ego uro•'.. �wf1AZi 41.10 A4..Jf VAAA4 1xi At' NA. 115 &.r,,,�A�.t.itJ hk s ector: .‘"sue A Date: 1 %O--72 -et, El INSPECTION Ft EQUIRED. F1ior to next.inspection, fee must be id at 6300 Southce er Blvd.. Suit 100. Call to schedule reinspection. ,:,5 .n • .. .... R� - a . , • — ... ...- . - - r JC. .., inlb .g aP' INSPECTION RECORD Retain a copy with permit INSPEC ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION /' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 " Permit Inspection Request Line (206) 431 -2451 .40 /)11---- Prot i AS Type of Inspection: Addres:S c3 - Date,Called: Special instructions: . • - • \.. Date Wanted: a.m. -- 1 o - (1 ! Lc) Requester: Phone No: .42• —53 l --,i015 LApproved per applicable codes. Corrections required prior to approval.. COMMENTS: 2) `',f /'? / L!-, tad 4&/ > .-.s 44 5....e? ,; 0..s- -i a Deeyiczy ,./. fr21.0frod;r471/0C 6,4 r- A _J i ' `.0:a ._ - -� ,- `'� NSPECTION FE4REQUIRE Prior to id at 6300 Southcenter Btv .: Suite 100. Date: next inspection. fee must be Call to schedule reinspection. k INSPECTION NO. INSPECTION RECORD Retain a copy with permit 014)-(53 PERMIT NO CITY OF TUKWILA BUILDING DIVISION II- � � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 0 �� Typeie 4 sOprtion i i ss { Addr ( 100 SS GO Date Called: b. Ft.) W S-k4ut -6.. *1 r� ,JS . Special Instructions: 0�(2'�CIr%'C)f Date Wanted: CAS' /� -lo p.m. Requester: Phone No .4 25-31 --iv(3 ElApproved per applicable codes. ❑'Corrections required prior to approval. COMMENTS: ,.--i- . 0 — '� •1- & J4 ' 1. t.l Spv..04 . wJ' 1c i i \ •�- t 7TS ft--... -4 o c, kt .Li " e -?1,.-4-1 J^A - /rit L S t dNA et v' „fAr o S"}Jild -I L.v.. \ ,.ice S b. Ft.) W S-k4ut -6.. *1 r� ,JS . � 1 , , r-- ,M 4 to:,(1.,04-1 ;., ,: 4-∎ era. G X Inspector Date,. $ y0 REINSPECTION FEE RE UIRED. Prio to inspection, fee must be pa at 6300 Southcenter Blvd., uite 100. C 11 to schedule reinspection. Recei t No.: INSPECTION NO. SPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 — I� Type of Inspect , '�- a 4 6e. A�dr s Date6.6 Called: Special Instructions: 04 LG 6 y4 wv 1- Date Wanted: Es---- r, /-0 Re est '_ c�uir c 'L S /n;Iete,o f►au Phone No: . 2S' --S3 ( — tog- C c ❑ Approved per applicable codes. Corrections required prior to approval. 1- COMMENTS: — I� PO , k l Ni� oo 4 4 tl v yr5,A. n...i - r P IL L.ciuL . g \ c d wn, aJ 6 )1-1,, . ■ v► LI\ -P r_›: 1 0 A-Vt� 1 r 3lc- G sec r ---■ ao 6- - -,z . P Date, c —t t 0 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Recei aT No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 010 - 153 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type 5f e Inspection* e �O T I Ads^ ���� oQ Date Called: Special Instructions: // I A4 7.3 6 "� jo A ,1i Date Wanted a„ Requester: Phone Not* 5 .9 ((0 434s Approved per applicable codes. Corrections required prior to approval. _ I COMMENTS: 1 ._ �� (, j SP 'e o O ; vg \--- id5D oc, 4 ■ twq, C' 1,v.1-(;1; ,,., e, ll D Inspb j`or: . 1 jat - 3— I 00 REINSPECTION FEE REQUIRED. Priol to inspection, fee must be al at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Receipt No.: 'Date: me .s-r rte. �Z & ASSOCIATES. INC. GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTIONtlEgTING & INSPECTION October 22, 2010 Costco Wholesale, c/o Mulvanny G2 Architecture 1110 112t Avenue NE Ste. 500 Bellevue, WA 98004 RE: Final Letter (1) Costco Wholesale Re -roof 400 Costco Dr. Tukwila, WA To Whom It May Concern: KA No. 066 -10180 Permit No. D10 -153 In accordance with your request and authorization, we have performed speci;:.l testing and inspection services for the above referenced project. The special inspections for this project were: • All Roof Sheeting Plywood were inspected and all damaged items were corrected. • Framing and Structural repair are per Structural Engineer's Directives. To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revi ;ions, and Chapter 17 of the 2006 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respe tfully submitted, & ASSOCIATES, INC on Jr. Operatio s anager Puyallup CC: City of Tukwila With Offices Serving The Western United States 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax. (253) 939 -2556 STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. FIELD REPORT TO: MulvannyG2 Architecture 1110 112t° Ave NE Suite 500 Bellevue, WA 98004 ATTN: Lisa Hom THE FOLLOWING WAS NOTED: 5)I.Q- t 53 DATE 8 -11 -10 JOB NO. 87- 022 -023 PROJECT COSTCO WHOLESALE - Tukwila LOCATION 400 Costco Drive, Tukwi a, WA, 98188 CONTRACTOR Jackson Dean Const OWNER Costco Wholesale WEATHER Clear TEMP TIME - 9:15 pm PRESENT AT SITE Robert Gange — Jackson Dean Construction Rory Bosma — Krazan Joel Kipple — Engineers Northwest On August 11, 2010, ENW was on site at the Tukwila Costco to inspect dry rot damage to some of the glulam purlins and 2x subpurlins on the building roof. The 2x subpurlins were generally in good condition, with no damage. One subpurlin had a localized area of dry rot at the end from contact with rotted plywood, but was deemed to be adequate, based on the location and small extent of damage. The glulam purlins inspected were as noted on the following page, and fell under the ENW criteria for acceptable levels of purlin dry rot in this building (see also 87 -022 -023 COSTCO Tukwila ENW Dry Rot Guidelines 8- 12 -10). While this report makes reference to observations of certain items of work, it should not be construed that other work not mentioned was acceptable or even observed. It is the contractor's responsibility to see that all work is completed in accordance with the plans and specifications. COPIES TO: Lisa Horn (Architect) Robert Gange (Contractor) Rory Bosma (Special Inspector) SIGNED: Joel Kipple — Engineers Northwest 6869 WOODLAWN AVE. N.E., SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522 -6698 Page 1 of 2 ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AvE. N. E.. #205. SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 5226698 PROJECT # $'l - 097- •' PROJECT - 037(0 -- 7UN :tat / ; 1• t A t SUBJECT Its r } ; t'. '"N11 -/q Ijr.11 81-0" 81-0" 81-0" 8' -0" 81-0" 81-O" DATE Y. h 1( SHEET ) OF By / DAY Rot eNteavrrila Dan 7ui6 PANEL LD/C1H 3/8" DC' ON 3 BIDE Prof' of A Bo1N SWDEs 3 LAMhNAlied DEEP). "-ETS fR17tVIA Fort A(cErTABLE LEVEL of DRY RoT AT MIDDLE 11IRD SPAN DY 8/1. — twAY ul ul w w w z z z z z V I. EL I IL 0_ EXIST. GLB INE 00 a .., z z z z z 0_ 0 i i o EXIST. GLB LINE W z z z z z CA V IA V IL IL a_ a_ I1. 3) EXIST. GLB LINE fI l 1'1.1: ,I /,4 t,!)(. } (,.�E� to r(. ?"16 E /16 f -©„ DRS! Raf &utonn I VED 114RDUM10111 loP LAM NO, 'Mrs PAAIEL LBIW fr rS CRITERIA FoY 4ttEPTABIE LEva. of DRY Rot 6ND 'PMb SPAN of B91/11 WAY 1 ENWSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. ENW DRY ROT EVALULATION & REPAIR GUIDELINES bleu --I S3 1/2 The following is a set of guidelines for the contractor regarding dry rot of the roof framing at the Tukwila Costco. All cases of dry rot (even those not requiring retrofits) are to be documented, using ENW sheet S2 as a guideline for locating affected framing members. The procedure shall be as follows: 1) Locate the affected area using gridlines and ENW sheet S2 as a base reference. Since this is a panelized roof structure, it is acceptable to locate dry rot conditions based on the number of panels from a girder line, taking into account any odd bays or partial panels. Please note that as -built drawings for the roof were not available, so the framing shown on sheet S2 is made based on the best information available to the parties involved, and may deviate from conditions seen in the field. When reporting dry rot locations to ENW, the contractor must make note of any deviations from the framing shown on sheet S2. 2) Note the extent of the dry rot damage, including the overall length along the purlin, the depth of the dry rot, and the number of laminations affected. To determine the depth of the dry rot, prod the area in question with a screwdriver or awl. 3) Verify that the purlin in question is a 5 1/8" x 19 1/2" glulam. 4) Check if the dry rot damage falls into the category of purlins not requiring a retrofit. ENW has provided a summary on page 2 of conditions where retrofitting for dry rot damage is not required. There are two separate conditions based on the locations of the dry rot along the span of a typical glulam purlin, one being in the middle third of the span, and the other being on either of the end thirds. These conditions represent the maximum amount of dry rot damage that can be sustained at their respective locations without further evaluation from ENW. If this criteria is met, the contractor may proceed with re- sheathing and roofing at the affected area; otherwise, ENW will need to evaluation the condition prior to continuing the re- roof in the affected area. 5) Summarize all of the above information on to a redlined mark up of sheet S2 (marking up a partial framing plan is also acceptable), and email to MG2 and ENW Damaged 2x4 sub purlins are to be replaced with 2x4 DF -L No. 2 or better, and damaged 2x panel hangers are to be replaced with Simpson HF24N panelized construction hangers. Very little information is available regarding the system of cantilevered glulam girders, so any damage to them will need to be evaluated by ENW on a case by case basis. We get buildings bultt. 0 6869 Woodlawn Avenue NE • Seattle. WA 98115 13 � 3 §41? fA* §Y ?tP41§ www.enwseattle.com ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT # V-022-023 6869 WOODLAWN AVE. N. E, #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT (0 .5.1(0 - TuKwa, : RE /1a'F DATE $ -12- la SUBJECT EA/11/ t zy R rr EvaadA A/ A /lam G-Nob- 1rge SHEET 2 OF 2 BY "Tic' LETTERS Gal DIMES g P =__± 13' 7%I" J, P/3 = ±131- VI" Exist. 5I"%IJ'h GWLAn1 / PURL■N EXfS, GLUt4M G1 Th 1 R PIAt6 UP 70 2 FULL LAMINATtoNS W/ 2x DF-L N0. ? TO HATLH EXIST,, W/ ' /q" 6EAD OF cON3'tr2Ut71oM ADliesive EA, LAM IN X IG -74 PATT W 2 ROWS OF IOd u NAILS 6" o.c, %2" .MAX, Alt AROVND COND. na END TI1 I i2 D 1414c, AREA OF Poi _- 16.r/5 ;42 7! /r 5 EXt6T• GLULAM GIRDER, LEAVE DRY rza AS T5 AND NAIL tem Ems!, UNA TT-Lt 1FD WOOD CONI), MIDDLE 1H1PD MAY. MO OF RUT = 6.5625 ;49 DRY f DT COWDI G .0W 101ERE RETkO FIT is No- REQ. City of Tukwila Jim Haggerton, Mayor Department of COt11tlmunity Development Jack Pace, Director CONDITIONS OF SPECIAL INSPECTIONS Permit No. D10 -153 — Supplemental Conditions. August 3, 2010 Roof Sheathing repair work to be accomplished after business hours shall be subject to the following conditions: Repair of roof sheathing and replacement thereof shall be installed with special inspections. The special inspector shall inspect the wood structural panel sheathing to ascertain whether it is of the grade and thickness shown on the approved building plans & specifications. Additionally, the special inspector must verify the nominal size of framing members at adjoining panel edges, the nail diameter and length, the number of fastener lines and that the spacing between fasteners in each line and at edge margins agree with the approved building plans. Special inspector shall be WABO certified in Lateral Wood (LW) and Lateral framing (LF) certified and shall be employed by a WABO certified special inspection agency. The special inspection agency shall be independent of the general contractor and shall be employed by the building owner or the owners architect or engineer. A letter confirming the employment thereof and naming of the agency by the owner or the owner's architect or engineer is required prior to commencing the work. Report Requirements including the final report documentation shall be in accordance with IBC Section 1704.1.2 and shall be submitted to the Tukwila Building Inspector as a condition of final inspection approval. Robert Benedicto, Building Official Department of Community Development RECEIVED AUG 03 2010 PERMIT CENTER 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax: 206 -431- 3665 111N101.Mck WASHINGTON ASSOCIATION OF BUILDING OFfLCIALS PO Box 7310 • ClympIa. WA 95607 -7310 t38 se -8725 • vifmmobo.ap CERTIFIED SPECIAL INSPECTOR RORY S. BOSNIA- C/O AAR TESTIN4 LABORATORY PO BOX 2523 REDMOND WA 9073 Expires: Occpber t. 201Q RENEW ON oh HEFsse Expetaraxi QATE ID Number: S101550 whin without hold{ a w C REINFORCED C PC PRESTRESSED, tE SC SHOTCRETE. • SM STRUCTURAL M to FP SPRAY APPLIED MREASEEISTIVE MATERIALS t LP LATERAL FRAMING' PA PROPRIETARY ANt'�F This card is WABO MULVANNY< August 3, 2010 Mr. Bob Benedicto City of Tukwila Tukwila, WA Re: G2 DESIGN AT WORK Costco Wholesale #006, Re -roof 400 Costco Drive Tukwila, WA 98188 Project Number: 93- 0440 -24 Subject: Roof inspections by Krazan & Associates Dear Mr. Benedicto: We are pleased to inform you Costco Wholesale has secured Krazan & Associates to provide special inspection services for the re -roof project at the location above. Krazan is inspecting the work of Jackson Dean Construction in the following areas: confirm existing roof framing is sound, the plywood deck replacement is per specification, and the roof installation is per drawings and specification. Should you require any additional information regarding this matter, please contact me at 425 -463 -1553. Thank you. Sincerely, MulvannyG2 Architecture Rod Willson Associate RW c: Costco Wholesale: Bill Stanfield Jackson Dean Construction: Robert Gange MulvannyG2 Architecture: Lisa Horn I425.463.2000 425.463.2002 RECEIVED AUG 0 3 2010 PERMIT CENTER 1110 112TH AVENUE NE 1 SUITE 500 I BELLEVUE. WA 1 98004 MulvannyG2.com an & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /0 c---.a20/0 PROJECT #: 66 r0/ g'ND 7'.4 LOCATION: 4i/ c KRAZAN PROJECT MANAGER: /eo 132S.4 FIELD REPORT NO: 13 0 3 3 3 �T 12 10 CONT RQ TOR 20cXC QA� JURISDI j9.t�' 774 PERMIT #: L»O — /S3 INSPECTOR: WEATHER: G /P_ ?L TEMP: y 7"' rstec,4' 6 .1 R Sl a, <l�r�.. -,111 - b f ^e aT- bis XT - 17/ // (7»t C—e-4 t/<er je) _ t� r1 _ ptc, c.t •> d� 74. ._s-L.oviA, 1.c D/ y 41,4 • 4.0. / ,Ot.491[tA.,e --"'" + i Je 3 o(;k, yip s / '24 r c , o - 7,24, Equipment/Asset Number(s): To the hest of my knowledge, the abov AS NOT performed in accordance with the approved pla is, specifications, al 1 regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspectors observation and testing results based on the site condition and contractor's activities. This information is s sect to review prior to final ,ubmittal. By signing this report. our inspector does riot accept responsibility for validity of the results. Some information on this report may have been provided by others on site. Tne infc mation provided on this ref. rt is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 aZan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /0`-/ -/O 4i64.'� PROJECT #: 6*•6/' '/9 PROJECT: /vr,�r,>nro� az1 LOCATION: 92 O t .S,c.c' �� KRAZAN PROJECT MANAGER: Tom- w•7�.. r. •`•+• =:'' -FIELD REPORT NO: 13 0 3 3 2 OCT 1220 COMMUN. I / , ELOPO4.0 CONTRACTOR: `7 cis, -- t'ote's JURISDICTION: e ' ( t,e7 PERMIT #: D7F7- /5-3 INSPECTOR: WEATHER: ea.--,- TEMP: L CD- 2Sp o7 t / SAt't/X O/ 1' j re �?Swj 74e-Pv--- n'yst.,e5 -A & /O —1/, K-# - 0.2 V;P' drokt4trkyr >r T, 6 V' CJs1 e/ all r04y �. .,+ee7.6/ -,cep( Equipment/Asset Number(s): To the best of my knowledge, the abov. AS NOT performed in accordance with the approved plats, specifications, af,.1 regulatory requirements. Superintendent/Repr -ntative: Technician: This iepon indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is su loci to revi er to final submittal.: • 'gmng this report, our inspector does not accept responsibility tor validity of the results. Some information on this report may have been provided by others on site. The intc mation provided on this rep rt is prepared for the exclusive use of the client. 1 his report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 WEL. IMAM === �Z & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 5, 2010 KA No. 066 -10180 r7.0 : Permit No. D10 -153 OCT 0 8 2010 COMMUNITr Costco Wholesale, c/o Mulvanny G2 ArchiteJffePPI4EOT 1110 112`h Avenue NE Ste. 500 Bellevue, WA 98004 RE: Final Letter Costco Wholesale Re -roof 400 Costco Dr. Tukwila, WA To Whom It May Concern: In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Roof Inspections To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2006 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully 'tted, CIATES, INC Robe Operat'.n• Puyallup son Jr. Manager CC: City of Tukwila With Offices Serving The Western United States 922 — Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Far: (253) 939 -2556 Krazan & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: %.Z/- /d s�ZG� ! l0 PROJECT #: 66 fO/ g-o PROJECT: 2.14 � o LOCATION: ilO ? 675/1"&e, ,4' ! 714 �7°~ KRAZAN PROJECT MANAGER: f_,�•SrL+;.ta� Inc. OCT 0 4 2010' FIELD REPORT NO: 13 0322 EM TO l %-Jw� 1o[.�_ DEV�Lu Wr td JURISDICTION: GA/ a7' %l. PERMIT #: J /D-45-3 INSPECTOR: Rip..."./ i%alrr4401/4. WEATHER: TEMP: LSO' OO e-Ne.L.l co,404%E.A -- X3/4 .sip , -- 71 - i cz,•ri-rvi clew- etzt,1417L. /51- 74,4,/ °/ 4/ I e 8 s1 eh 2 `i J we-t %di c e 74 de_eax"/ 2‘,4a4.74-- t 4' ac Gyve, fr y4c riolu c J -_ pa4 .— a C obvkA), (51.1 aZ LI = 3.5 / & - t7 . ice/ eve -6 5/ .scL .e �'ee L .mil �.r�s /mod ,74 Equipment/Asset Number(s): To the best of my knowledge, the above ' .`1 WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Representative: Technician: This report Indicates our Inspectors observation and testing results based on the site condition and contractor's activities. This information Is subjec to review prior to final submittal. By signing this report. our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 rlAll V FIFI n RFPrIRT 9Mp rinn EFFECTIVE: 4/22/2009 azan & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 5'-.?V (7--.1S - -/0 PROJECT #: 66,4"2-0 PROJECT: 71A.LA +' £2P%, , it LOCATION: «t?V Cca o , r 7; 44..4,1/4. KRAZAN PROJECT MANAGER: FIELD REPORT NO: 130326 Inc . r ; .f"=� OCT 0 4 20101 COMMUNT! CONTRA`v'C=40fy,Et1T JURISDICTION: G c 714,4.4"- PERMIT #: Q /p- /.S3 INSPECTOR: ,C -„Y WEATHER: c /ta, - TEMP: ,..573° Dr • 1)a4' " ' �s� -ire' � � L-1 r� SGita�Z Aear = o j_ pea h c7e d 7 / 4-- $ . ox-cc e.vvG t t ,v ' .7-71/1 • / A / 0/61 -€ .e' ,reo #eti.teAti s, C-- # co-er;. -1 t t;,J. tA6C - T, / s 4/ .s- gcAe.e -e del (.c eat -•4/j AJ . Equipment/Asset Number(s): To the best of my knowledge, the abovAZUP AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is subje to revs Ior to final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this reporl may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: - /V 74 7-/S-A9 PROJECT #: , e tot s-O PROJECT: 7411.+,7.. 6s /` SOT" LOCATION: V2r% LJr , T�i..�►'�a� KRAZAN PROJECT MANAGER: .. SEP 2 4 2010 FIELD REPORT NO: 13 0 315 COMNiu. C8INR846W JURISDICTION: n u. cw7r� PERMIT #: Z:)/O- / INSPECTOR: WEATHER: c4€1- - TEMP: 4,s° A -L , g. 7 - //- A4 44.7 c.A sh A /4,4/44i0.6.61 7-y f r / , iia t �-e s '' t PI 4) h4 Equipment/Asset Number(s): To the hest of my knowledge, the abov• AS NOT performed in accordance with the approved pla•is, specifications, at 1 regulatory requirements. Superintendent/Representative: Technician: - This report indicates our inspector's observation and testing results based on the site condition and contractors activities. This information is su fact inspector dues 1101 accept iespunsibility tut validity of the results. Some information on this report may have been provided by others on site. The ink mation prov Me cuenl This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. to final .ubmittal. By signing this report, our on this ref: it is prepared for the exclusive use of Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4122/2009 Kra.Zan & Associates, Inc. GEOTEcHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 47- /x/ ,'lit l4 7-/ PROJECT #: 6.670/30 PROJECT: 71,14 .0,7';\ C }z ' ,.ems LOCATION: VIPC Caste Ljt: T KRAZAN PROJECT MANAGER:________ "� FIELD REPORT NO: CONTRACTOR: lc js ✓c / )ea4f'i JURISDICTION: /�`. PERMIT #: 4 /0- /_."7-S INSPECTOR: in --7/ - WEATHER: (-AA,- TEMP: /45- — s/reC *OA C-0 .r / 4k -got./ c eA( ,./4- 4-j or e /9 -- A � 23- 7 - // - ,4h / ‘574-' - 41',C? sli.e -e)4 ,94y40 t.re.ef i� - r te /awe4 G 2 0 4 4 6 1 -e t,OAce�t c f 74 7- /)• ,.! d-/ 0-1D-4:14 , �•. y7,&/ e>/ 74‹ C? 7 4 tAJ tf e'I j4/4 Equipment/Asset Number(s): To the best of my knowledge, the above AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: - This report Indicates our Inspectors observation and testing results based on the site condition and contractor's activities. This information is su.jest review ; r to final submittal. By eigNng this report, our Inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared tor the exclusive use of the diem. This report may not be reproduced in any lormat without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4P22/2009 MICE:NED FIELD REPORT NO: 13 0 3 0 2 � azari & Associates, Inc. 5EP 1 '7 2010 OOMMUNiT1 DEVELOPMENT GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 9—/ & 7—e2- f t7 PROJECT #: /D100 PROJECT: T 4c C/c ; _. Jf 7L LOCATION: 1.022 co KRAZAN PROJECT MANAGER: /avy a....� CONTRACTOR: c.10w -/sic. JURISDICTION: Ga y c)/— 7 .' PERMIT #: e /o-- .53 INSPECTOR: Rskey WEATHER: p.4exe-- TEMP: as #b-cY i3 ,tie-' c / "'Ire" ♦rts c I �' 7 — c/1/77: - A,/ 'i s ee z , 4 I /rata( 4. JoP /lg./ s r 1/1 .S lLtr el/ Equipment/Asset Number(s): To the best of my knowledge, the abo Superintendent/Re AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. entative: Technician: si' zsst, This report Indicates our inspector's observation and testing results based on the site condition and contractors activities. This information is s eject to r • nor to final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE. 4/22J2009 IELD REPORT NO: 130305 & Associates, Inc. ,.�a--�1VECF SEP 1 2034 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 9 -3 f�i��� `�'-y /i7 PROJECT #: (/' PROJECT: 7-1;i4...,„.4., ovio /ri2 `T LOCATION: 1.7100 i h-e' L KRAZAN PROJECT MANAGER: ,g ;ty COMMUNiTi DES OPF EDITT CONTRACTOR: �! acK.s-vrt JURISDICTION: o/- 74,4_ PERMIT #: D/O - / 3 INSPECTOR:�..,�� WEATHER: Gleo,r TEMP: 5/'' ,-gi d ash' .3 ieflj. > tomt / < S f S • • £ w1 _ `- •' 74‘...-%9( 740 44e drA4A. d o( apeoct deco ire P; 74. 1-1( f7tch_tu P^eoA s " - nee /r.=, p AroLlep.tc 74e �u�es ti t ,e , ,4Asti Equipment/Asset Number(s): To the best of my knowledge, the abo AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Representative: Technician: This report indicates our inspector's observation and testing results based on the site condition and contractors activities. This information is s •.ject .119 ew prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The in ormation provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the wntten permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 '=- 1KraZaJT1 & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Inc. DATE: 9- 9 ci-/O PROJECT #: 66 /07 g'D PROJECT: %iw -rok Cos c.,v LOCATION: 9V C,os De-,„ KRAZAN PROJECT MANAGER: /tea-. -y IS-cis-m_ FIELD REPORT NO: 130310 t CONTRA ►a,`E,' °: JURISDICTION: lam-` 0,4 77,41....),`"& PERMIT #: Pi - /„s3 INSPECTOR: WEATHER: 04,-4 4 TEMP: SD- I n c . D° f ce,, G' o - � ‘.‘o. "--/ �x �z�' .e ,3A 11 .��:��. .' s ,,L c/ / 9 s.s, /3- d . j x g s�-t -e art h 04 a( �P . reJ iokaeci • 744. ��r ,A44.4 Air foe ��e d e , 1d cle.c. ¢G - s ,'h g e .4f7 ti/ -A--4 "tot �� -�.- �C 74, v�--• /edeL4A--s Equipment/Asset Number(s): To the best of my knowledge, the above AS AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: .mss. This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is s -.ject to revie (al submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009 doe I(12IZ2IITl & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 9-/3 71 A /g /0 PROJECT #: 1 (0/8'0 PROJECT: 7;fii✓ -. i G , i- c/ LOCATION: 1f6y� KRAZAN PROJECT MANAGER: I n c . r, P®PFIELD REPORT NO: 130314 SeQ �Mu Qr CONTRAC4 aeyt.ti. JURISDICTION: 6: a/- PERMIT #: D t' INSPECTOR: WEATHER: TEMP: Equipment/Asset Number(s): To the best of my knowledge, the abov WAS AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Rep sentative: Technician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is s .sect to = prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2000 Mr aZ & Associates, Inc. GEOTECHNICAI ENGINEERING • ENVIP.ONMENTAL ENGINEERING CONSTRUCTION.TESTING AND INSPECTION DATE: :2 4 y-3 -10 PROJECT #: g( tC' /S Q f � PROJECT: 7-7-44,-6, LOCATION: f 0i7 •O1; KRAZAN PROJECT MANAGER: ! t S 4tD\ FIELD REPORT NO: 3 0 3 CONTRACTOR: 4 jAC- .L�^✓ �rcrt -mot JURISDICTION: 0-At 0,4 %141-4 4 - PERMIT #: DJ ©- /53 INSPECTOR: fa-v�a --- WEATHER: aiec - TEMP: S° 0,4 5i fey L -e ' -t & / �. r-sg -ed ���L s �f� �1�� ,: aG�,a �.1. , ce ,[ ,3 sr.3 - //, ,Q -/a - ,9 7474,./ b L%i��" s/••e�r . - e� rAc��^ -�.. ot..- �.� O i ,98ccO 145 � e r',1-yfr ,4 4- 44-‘4640-e4/ /??.2 s :ewe 7`'.�=e7( 74.i3404 Equipment/Asset Number(s): To the best of my knowledge. the abo VAS NOT performed in accordance with the approved plans. specifications, and regulatory requirements. Superintendent/Rep entative: Technician: i.:w. I►_. • t. .► This report Indicates our Inspectors observation and testing results based on the site condition and contractors activities. This inlorrnaiion is bje _ prior to final submittal. By signing this report. our nspector dons 501 accept responsib I ty fur validity of the results. Some information on this repo,: may have been provided by others an site. The Informs . provided on Inns report Is prepared for the exclusive use of :he client. This report may not be reproduced in any format without the written permission of the client arid Krazan & Assoc. .3V Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poutsbo (360) 598 -2126 Puyallup (253) 939 -2500 Anil v 5101 n 000fOT 1<ro azan & Associates, Inc. GEOTECHNICA.L ENGINEERING • ENVIP.ONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: `` PROJECT #: 6� i a/ 6-17 PROJECT: % 7- Cir&ke LOCATION: VeiV C s .c' ,I'- e KRAZAN PROJECT MANAGER :,. FIELD REPORT NO: 13. CONTRACTOR: JURISDICTION: PERMIT #: 0/0 - /5-3 INSPECTOR:' ,} WEATHER: TEMP:.cZ 4c,914 ,N- .r ...7 .?c5/ J 31 s Aeleol — A 7.,, 4-7 Equipment/Asset Number(s): To the best of my knowledge. the abo e WAS / W_ : NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Rep - - ative: Technician: �--� This report indicates our inspector's ob$enration and testing results based on the site condition and contractor's activities. Tnis information is sur}act to review prior to final submittal Sy signing this report, our inspector does not accept responsibility for validity of the results. Some information on This report may have been provided by others on site. The information provided on this report is prepared for the exclusive use al the client This report may not be reproduced in any formai without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 ___,,,,.. 1(...r. 1Z & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: '7-.2 r`- 4 i-3 -10 PROJECT #: 46 /o /1717 PROJECT: 77:4 GrSTw LOCATION: yi512 C-dldco Or KRAZAN PROJECT MANAGER: ,Z"i)e J SM4 Inc FIELD REPORT NO: 13 0 3 0 3 5EP 10 2010 GOT CONTRACTOR: L JaCIs+' JURISDICTION: G ' 7 0/ %ki✓•lo� PERMIT #: 0)0- /53 INSPECTOR: ,k' ,7 / &- WEATHER: dAp^,- TEMP: S-3-42' ©ll s / GJ+a t: L b 74;, c: e�o✓'C �y Ci.tq OFe d l 77 16-C/ - -0LA.c s ' // .ex., �� oG� �,,�. � ,�d ,3 g�3 — ( D-& - 7'// e' 6 924,.` 5-1-e-eA s c / . i4 /f s= � ► c ,� .,, ,4. he /-°/ /9...2 sec/we 747' Equipment/Asset Number(s): To the best of my knowledge, the abo WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Rep - entative: Technician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is .uble inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The inform the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. w prior to final submittal. By signing this report, our provided on this report is prepared for the exclusive use of Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 azan & Associate Fs '`Ynr ®2010 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEER CONSTRUCTION TESTING AND INSPECTION lta�. COMMUttlY DEVELOPMENT DATE: --,Ze PROJECT #: 6IS (c7/ 6—c7 PROJECT: 7 Co ,ems / LOCATION: VX' as KRAZAN PROJECT MANAGER: , Tt FIELD REPORT NO: 13 0 2 3 6 CONTRACTOR: c TA 60-v` JURISDICTION: G: / s24 %1if�jL•w +7 PERMIT #: 0/0 -- /.S3 INSPECTOR: WEATHER: TEMP: Sa o 00-k �> _ cee"- L 94tv' "T c.,es/— /c ,©,� tee_ r•w • ,c yZ1 - r • _ <. t'� Ae '-4J 7 �J�- , t 7� �J 4 ,A "•1,4ly 4,,j 2 - )Lo 4A/ e 1 /'/ 'te e cf ly v (-� 1'e, laces c) 6,--171-s / »J 7 J /teyl1te � "ire adi27 -'1/ .C.1 ,e 76 g ' tl "Pio aced L/ /e - Equipment/Asset Number(s): To the best of my knowledge, the abo Superintendent/Rep ative: NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is suBject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some Information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 azan & Associates, GEOTECHNICAL ENGINEERING CONSTRUCTION TESTING AND • ENVIRONMENTAL ENGINEERING INSPECTION DATE: '' -/ /1 l-t- /7 /0 PROJECT #: <5.&/"-o PROJECT: 2-ctw;7or G o "cd-ooc LOCATION: / Te."- KRAZAN PROJECT MANAGER: x� I nCEIVED FIELD REPORT NO: 130228 " ICI —I AUG 25 2010' COMMUNSTY DEVELOPMENT CONTRACTOR: c6Cavt JURISDICTION: G/ �ur� PERMIT #: L c'- /s-3 INSPECTOR: WEATHER: TEMP: S`7 Ohe,-mod - 2",./3A yx8 '4y4,.0 w+e4.4e ./cvvv ,mot or ka..vt° r,.it 4--ecoc.y . a.urd Ai /10.e .rp neel ace vl• t/3 a ,.read pfoL44S - _c4 twe E. 5-.) � .s- E .5") „G Q,.>■‘ale.4.,e.o1 exec0201 -, -e � -eel o���c b --- /•�. r- .4y /t7k 5 ,1T-/ 0/ SS..? - r1.G --e e / e7/ - 1.y o was "p'o' fed( >- - (- - _. 0 Equipment/Asset Number(s): To the best of my knowledge, the abA'' AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Representative: Technician: : S This report indicates our inspector's observation and testing results based on the sae condition and contractor's activities. This information is subject too review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site, The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009 -dnc. FFFFCTIVF- 4/22/2009 - azan & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Inc. DATE: '-/774> y4 /O PROJECT #: C /a/ 7 PROJECT: 7 , LOCATION: 12&t2 6Psicr., Zr, / c-t 4o. KRAZAN PROJECT MANAGER: FIELD REPORT NO: 130227 RECEIVED AUG 2520101 • t MU� CONTRA(?) - ∎9' (�PAN� �t?strl JURISDICTION: Oily 71 PERMIT #: ,Q1 -- /S3 INSPECTOR: v' WEATHER: -e-/ c/S ! TEMP: _S-02° 7' / ( 14 1 - e,,fc/ 44.3 �.slwel b -p a, "'")Z s; ,-/ed ae> ,�C ( = 3O C7LLn.c- 7 /,N- 6Y/''e.�y�j�j T�'�G y4- s 4 , t-r, 3 - 3 - S. _ 034 CY �► yie-r2 .sh..r/- %yc.o-sd 1A-ter-S 7 / :srck -LA I ed a,..c•s fr/G-ce-.91 - " 747r 6 dot eam irtftlt ,/t/o oiP (> EA as 7 .unc / L/7 —94,4-c-74 % /,�P.w►� �.rr ga 7e71�,t tjt � afc Equipment/Asset Number(s): To the best of my knowledge, the ab AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Representative: Technician:. b This report indicates our inspector's observation and testing results based on the site condition and contractors activities. This information . subiec view prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 IKr2lZ2JT1 & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 8'- /46 (' -/ 7- / C) PROJECT #: (4,1 8-'0 PROJECT: � ftto LOCATION: yU0 Coo jO�r KRAZAN PROJECT MANAGER: 1 CEIVED FIELD REPORT NO: 130226 AUG 2 5 2010 COMMUNiT' DEVELOPMENT CONTRACTOR: CA-o-•^r JURISDICTION: PERMIT #: .D/r7 S. INSPECTOR: �o ,�.� J3oSv -••�_ WEATHER: 0 ,,--. TEMP: o S4I'cv e.o( c7le d /,Z6 1 /3 C +621,7-"'■ c / sh=e /moo �. ,e��- rer�u -f M4- ,4e - / —� .s, 6' - F, ,42 / 0/ 7 '4 .-���A �' yl� e -e.� /reee_d a,e�e -,.041t, t %ip' / 7c' e ,t444.3-41d 7, 'J M 9,4 rX e J S / ee,r( ,5 - ./(/e mod a ys J AI _r=t06-6-/P41 rT - 7/ ai-1,/ 71' oz 2 s t 91 i ,€ Equipment/Asset Number(s): To the best of my knowledge, the ab AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Re. esentative: Technician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is subje 1 to revs- to final submittal. By s . -port, our Inspector does not accept responsibility tor validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc FFFFrTIVF• 4/22/2000 azan & Associates, I n�sC����� FIELD REPORT NO: 13 0 2 24 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: g' /s 46euffln g--/6 - /0 PROJECT #: 6C/0/50 PROJECT: C $ JJ LOCATION: eltew 3 KRAZAN PROJECT MANAGER: AUG 2 5 2010 DEVELOPMENT l'b .Z'l 'id CONTRACTOR: arc, -,s-6374 ,6-ea -4A JURISDICTION: 0`51y ° 74714.-0-4"._ PERMIT #: ,.D /O - /5-3 INSPECTOR: ,ett g� c., WEATHER: C TEMP: 6° Foi 50e,c-,eal off / `> a - e�r�a e� -e4 o371 J ..g/e97.1.4 a7• _vrys - e-ei "e-"4 /9- ›10,44f e7 / zAT d/ i%/` weoa m+ 7 74- e /Pr Le r,- j ec/ e SIPeA „e_01, / -e e4..84-2° y 4.i 7,4e Oat/ or / j n'a( `J^ - AA. / 6%4 E e�,nr �-e-� -�-.- .4e cIezd . -of de coy C� , r,--ere cs-, � Jp Gy t,. s faced • ' "24, 142 X 6 ,e2led . ( oux,%o( rs-w>s fOd 3 ' ' :s • / Vf Q r C ./ v.�s 0,e4,e c Gy/erDjC: 6 .,� �7 7 a?, 3 740 /oc /9// 4'Yf -dee% zA,es."e To/eke-e, /e.-- ''7 w, /4l y44, 3Se( s Equipment/Asset Number(s): To the best of my knowledge, the abov AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Rep, sentative: Technician• This report indicates our inspectors observation and testing results based on the site condition and contractor's activities. This information is ubfect to re poor to final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared tor the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 IKnizan & Associates, iRJECEIVED GEOTECI -NICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 4 2"---/3-/O PROJECT #: B'670-1 PROJECT: C 4 7L-2 LOCATION: 44v 6'74c' , KRAZAN PROJECT MANAGER: /40 /Q(zs --- FIELD REPORT NO: 13 0 2 2 0 AUG 252010 F v-MAIL ED COMMUNITY DEVELOPMENT / CONTRACTOR: sv,t, Qe c-✓` JURISDICTION: GU�'7 PERMIT #: p /0 -- /53 INSPECTOR: /��• -y fqS� WEATHER: - TEMP: Y e � `/t!• .—e k Ll - s s s 01Ca'- /y ecte esn'�✓� c Xclex-IN‘4 s/ . 7-4 3'1 ,'d `s o .C. .e e 6e.. _ /0 a alt • ,rte Za..� c.J•7/ i °tit- 7-201:7 / ^ 49 t� Equipment/Asset Number(s): To the best of my knowledge, the abovf'AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Representative: Technician: This report indicates our inspector's observation and testing results based on the site condition and contractors activities. This Information is s •.jest to 40114 prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 IMI V FIFI r1 PFP(1PT 2nna rinr EFFECTIVE: 4/22/2009 �ZZ & Associates, 1 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: S'- // 7k C� =/2-/O PROJECT #: (<6 l 1(O PROJECT: 7 ?�- Crs -a fI' � LOCATION: 4/00 ( Qom% , S %µI 7k KRAZAN PROJECT MANAGER: L*�^a� FIELD REPORT NO: 130218 n cRECEIVED AUG2520V ,� J COMMUNIT(. CON, g NTtJ e� -5,9__ JURISDICTION: y e PERMIT #: ,) /d -/53 INSPECTOR: WEATHER: TEMP: Vs° ,4 f N., e,-4 Mee of 9 =3e AAA. ee�- al�A ti^�( 141 JA A-4-1,-- 1",--/PL o ' �t �f /' k, J ,x.41 ,9 ,f ir�s� . ./ L4 / I M - /3/- 4e ' A e 6• ec:.� -sr -.d + i /. o�aN- ..y..� � �Pr� �. - i ... a et4( 7 t,M e.� `� .�2� 746:3 /e' /;/ c ie. A 764 Meet/ a e S cE a»-e she �� �,y.�s a �'�'g 1) c•- -Z� fr1;041 �,c�- Equipment/Asset Number(s): To the best of my knowledge, the ab Superintendent /Re AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. entative: Technician: cvsSO This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is bject - Jew prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 I(ra.Za1Tl & Associates, EVER AUG 2520101 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: S _ fp 4 g' - / /- /o PROJECT #: 66 l t2t PROJECT: ' o %J . "1't Re129 LOCATION: OC9 C43 1-e..0 ( %mot /t-, KRAZAN PROJECT MANAGER: /C-%%--y FIELD REPORT NO: 13 0 216 d -�.4A FD p cgAeft bNiTr R: 1-1!J 211 dci �ot v-vt QP1► -.1 JURISDICTION: eXy PERMIT #: ,DSO -/S3 INSPECTOR: ,e /,�;;5AAA WEATHER: ekifrerceas# TEMP: .5' a D.� /e ,1 Z t4 871 471-- ",H 7a- 61.5e•-vv494 s v4 7 /.etAti c7s -r -'---- 7414e /e & P■k-,eltZ ze•-vl 7- �t/ l.✓ , c../2 714 /,9 i / .,� tai ,o�4 c*, 4 ( .e1 OX, /0rvc e ea(- / .P)f ff. sA/ . s_ - i-11 Aci ,4 'her --<" eC .SZT�xt )04v9-601- /do/ 3' ", ./3/ a10.11 C7 �/o. d C'. el6=e vt.' /a C%•C• Alef -S1 T ( 6: s� ®i ,4 i ,�1i ed d 3 Ufa/, r-�z9,,,�,,� sAee 4 ,4 eAsi adeiAe . i 3 P ,,I heedepL ,r;o e .f "folO Y d/ "/, / - i" 01' 0201' ) 6'I / eA 01,A. ,44,Ps �49;74,0x4--- tA) ,tcA eJ 4A -wept /sty — s- II.w-/e 7e eJ / er.-4 d",lkePe4,e,474 Equipment/Asset Number(s): To the best of my knowledge, the abov kS AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Re entative: Technician: orS.Sb This report indicates our inspector's observation and testing results based on the site condition and contractors activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility tor validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 FFFFCTIVF- 4/90/9009 azan & Associates, RECEVED AUG 2 5 2010 GEOTECHNICAL ENGINEERING CONSTRUCTION TESTING AND DATE: - 6 - .070 /r • ENVIRONMENTAL ENGINEERING INSPECTION PROJECT #: G6 ib /g`O PROJECT: 7)4 k,- /a e LOCATION: 400 Car%d �� e %u *t KRAZAN PROJECT MANAGER: ilL::Z47 COMMUNITY DEVELOPMENT CONTRACTOR: JURISDICTION: PERMIT #: FIELD REPORT NO: 13 0 2 5 6 E -MA11D -IU 'f 4,„7/ ac /e Ala INSPECTOR: ,Zovy- WEATHER: -mss/ TEMP: 6a- ,9 d d <r-4e 613 112-f L.441 s-� A 1 ala-. c71 fir ,40-00C1 /190, d 3• 6c'w� .e o4 d ■y .zlr ,C.�a s-cAtec6, 1 o ,ota!' 1,71 sic ,.(47 rocL7, ∎ h 01)4 p'a ,per , t,, 9-s ,. Equipment/Asset Number(s): To the best of my knowledge, the abo AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: U This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 & Associates, IUCEIVED FIELD REPORT NO: 130238 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: g-3-020/0 PROJECT #: ©6.6 /0 /3-4 PROJECT: %N,E4-S -Yo. Gesh c LOCATION: 4/OO A 77,-14 -.-7'A KRAZAN PROJECT MANAGER: "g"Y -& ..• zoc- Aum 2 5 20101 COMMUNiT( DEVELOPMENT CONTRACTOR: J c S4 4 Ze.a.e4 JURISDICTION: •' PERMIT #: GO-7/ acgwYe_ INSPECTOR: WEATHER: TEMP: -SID � N "P FO X O.� ."%e etilit --► - :. / oc !o,•••e Seg i# i Z C / - �.l Z,// / 3c s.ed ye .c t/ ..hwe,2 ovc /mar c -Y�.� -dpi , sifteL41 /e , rA5 ,�e�u.,�G ; adf "eito&--/ AAtArs .4 •;t de er ,7e Equipment/Asset Number(s): To the best of my knowledge, the abov= '' AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Representative: Technician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is ubject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 non v PIFI n qr =onPT 9nno FFFFCTIVF• 4/99/9009 1(raZalii & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Inc. DATE: .L5 -A '71-Ai l7 PROJECT #: 6 6 fO /g-C'e �l PROJECT: 71;4(..-.77:4.. h--0 LOCATION: qoc' 1 /fin T KRAZAN PROJECT MANAGER:.. v•,�LD REPORT NO: 130234 3 p 2010 tAol co pP E;i1 CONTRACTOR: ...la cf-sr, -t est JURISDICTION: PERMIT #: &a- /53 INSPECTOR: Sa3zi"°'■ WEATHER: chi,- TEMP: Sa p�G 2,744 .'tX��i'tiq coo( ,k,s / / exe_e -e,,e/ - 0Sre , i_wc 71ei f 6� / -. fr F -/J- Q I/XS / sdeels 01' 4i / be A c2-,401 mil/ " rZ- e� eal ' ,, i s-5/ ol� 631e .027eV A/ e.,// sad ( Ac/ ,4 ' aced- 7Ze_ ; 02.56 sg to e1- /04(t„,6-69/ e.•■s3 r-, /ace d , Equipment/Asset Number(s): To the best of my knowledge, the abo Superintendent /Rep ntative: AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician. .S� 15.7 5r7 This report indicates our inspector's observation and testing results based on the site condition and contractors activities. This informabo• is su ARP, iew prior to final su•mittal. By signing this report, our inspector does not accept responsibility tor validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 01.1 an & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: S 7ivt.,gl+ S� aC4 /D PROJECT #: /Q /erC2 PROJECT: �4.. -7;k CVSleel /� LOCATION: c7 Of; %^N,wv10 ■. KRAZAN PROJECT MANAGER: /e° -•.y +� AFIELD REPORT NO: 130233 Inc. puG302p10 cowl' plastr CONTRACTOR: ackc�st Deg'.r/L. JURISDICTION: 4; y 7- 44.447 PERMIT #: I0 /n - C[ /.53. INSPECTOR: .-•� /�� �,.�.� WEATHER: c TEMP: 6'O d� s - ojse vie cn.c4'>4 .r C11 ,p.0/ " ...H do- �a� �eatir - aj � ��s�ec = =PS -� - 6, F - tee, c q;e" ' Sl y e >� •� A 1d decoy 4'-'15N4,4 d V-V/ � � c n 1 3 . 3 , ree d_ /// )14-(A5 s „ , vfor , %n,4. / a/ 6V s -gl /,mod Equipment/Asset Number(s): To the best of my knowledge, the abov:' • S NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Representative: Technician: _'_ s .' This report indicates our Inspectors observation and testing results based on the site condition and contractors activities. This information is bje prior to final submi al. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan 8 Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22!2009 Johns Manville Building Owner Costco Wholesale Inc. Issaquah, WA 98027 Building Name Costco Wholesale Warehouse ReRoof 400 Costco Drive Tukwila, WA 98188 Approved Roofing Contractor BD Roofing 6509 Lakewood Drive West Tacoma, WA 98467 Corrimercial /Industrial Roofing Systems Peak Advantage Guarantee t-01* �c��p\ c�SONOl SP Guarantee Number: ANP151080789 Date of Completion: 10/14/2010 Terms &Maximum Monetary Obligation to Maintain a Watertight Roofing System. Years 20 Coverage The components of the Roofing System covered by this Guarantee are: Membrane Spec. and Type : Mechanically Fastened -SPERM Insulation Type : NRG3 ,NRG3 ,OTR Accessories (Type and Quantity) No Dollar Limit Total Squares: 2055 PVC D These Johns Manville Guaranteed components are refuted to below as the "Roofing System and ALL OTHER COMPONENTS OF THE OWNER'S BUILDING ARE EXCLUDED FROM THE TERMS OF THIS GUARANTEE. Johns Manville* guarantees to the original Building Owner that during the Tenn commencing with the Date of Completion, JM will pay for the materials and labor required to promptly repair the Roofing System to return it to a watertight condition if leaks occur due to: ordinary wear and tear, or deficiencies in any or all of the component materials of the Roofing System, or workmanship deficiencies in the application of the Roofing System. WHAT TO DO IF YOUR ROOF LEAKS If you should have a roof leak please refer to directions on the reverse side (..IMITATIONS AND EXCLUSIONS This Guarantee is not a maintenance agreement or an insurance policy; therefore, routine inspections and maintenance are the Building Owner's responsibility (see reverse side of this document). Failure to follow the Maintenance Program on the reverse side of this document will void the Guarantee. This Guarantee does not obligate .IM to repair the Rooting System, or any part of the Roofing System, for leaks tesulting from (a) natural disasters including but not limited to the direct or indirect effect of lightning, flood, hail :torn, earthquake, tornados, hurricanes or other extraordinary natural occurrences and/or wind speeds, in excess of 72 miles per hour, (b) misuse, abuse or negligence, (e) installation or material failures other than those involving the component materials expressly defined above as the Roofing System or exposure of the Roofing System components to damaging substances such as oil or solvents or to damaging conditions such as vermin, (d) changes to the Rooting System or the Building's usage that are not pre - approved in writing by IM, or (e) failure of the Building substrate (mechanical, structural, or otherwise and whether resulting from Building movement, design defects or other causes) or improper drainage. IM is not responsible for leaks and damage resulting from water entry front any portion of the Building structure not a part of the Roofing System. This Guarantee becomes effective when (I) it is delivered to Owner and (2) all bills for installation, materials, and services have been paid'in full to the Approved Rooting contractor and to .1M Until that time, this Guarantee is not in force and has no effect. The Parties agree that any controversy or claims relating to this Guarantee shall be first submitted to mediation under the Construction Industry Arbitration and Mediation Rules of the American Arbitration Association (Regular Track Procedures) or to such other mediation arrangement as the parties mutually agree. No court or other tribunal shall have jurisdiction until the mediation is completed. TO THE FULLEST EXTENT PERMITTED BY LAW, .IM DISCLAIMS ANY IMPLIED WARRANTY, INCLUDING THE WARRANTY OF MERCHANTABILITY AND THE WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, AND LIMITS SUCH WARRANTY TO THE DURATION AND TO THE EXTENT OF THE EXPRESS WARRANTY CONTAINED IN THIS GUARANTEE THE EXCLUSIVE RESPONSIBILITY AND LIABILITY OF .IM UNDER THIS GUARANTEE IS TO MAKE REPAIRS NECESSARY TO MAINTAIN THE ROOFING SYSTEM IN A WATERTIGHT CONDITION IN ACCORDANCE WITH THE OBLIGATIONS OF .IM UNDER THIS GUARANTEE.` JM AND ITS AFFILIATES WILL NOT BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES TO THE BUILDING STRUCTURE (UPON WHICH THE ROOFING SYSTEM IS AFFIXED) OR IT'S CONTENTS, LOSS OF TIME OR PROFITS OR ANY INCONVENIENCE. JM AND ITS AFFILIATES SHALL NOT BE LIABLE FOR ANY DAMAGES WHICH ARE BASED UPON NEGLIGENCE, BREACH OF WARRANTY, STRICT LIABILITY OR ANY OTHER THEORY OF LIABILITY OTHER THAN THE EXCLUSIVE LIABILITY SET FORTH IN THIS GUARANTEE No one is authorized to change, alter. or modify the provision of this Guarantee other than the Manager, Guarantee Services Unit or authorized delegate. IM's delay or failure in enforcing the terms and conditions contained in this Guarantee shall not operate as a waiver of such terms and conditions This Guarantee is solely for the benefit of the Building Owner identified above and Building Owner's rights hereunder are not assignable. Upon sale or other transfer of the Building, Building Owner may request transfer of this Guarantee to the new owner, and .IM may transfer this Guarantee, in its sole discretion only after receiving satisfactory information and payment of a transfer fee, which must be paid no later than 30 days after the date of Budding ownership transfer. In the event JM pays for repairs which are required due to the acts or omissions of others, .IM shall be subrogated to all rights of recovery of the Building Owner to the extent of the amount of the repairs Because JM does not piactice Engineering or Architecture, neither the issuance of this Guarantee nor any review of the Building's construction or inspection of roof plans (or the Building's roof deck) by JM representatives shall constitute any warranty by JM of such plans, specifications, and construction or in any way constitute an extension oldie terms and conditions of this Guarantee. Any roof inspections are solely for the benefit of .1M. JM does not supervise nor is it responsible for a roofing contractor's work except to the extent stated herein, and roofing contractors are not agents of JM. *JOHNS MANVILLE ( "JM ") is a Delaware corporation with its principal nailing address at P.O. Box 5108, Denver, Colorado 80217 -5108. Roofing System this Guarantee will remain ineffOcl tor the unexpired portion of its Term. Fi;t/|meto make these i/win a timely and reasonable fashion will void any further obligation of under ths Ouarnteo as to the damaged porun of the Rafing Systom. 3. |o ihe event ail emergency condition exists which /equi/em immediate repair to avoid Uaniege to �ho 8uUU|n4 cr its contents, then Building Owner may make essential temporary repairs. itfV1 Will reimburse Bui laind those repair expensemthadwnoldhavebcen<herespmns'Li!iyo/J[Wundertbe(�oa'mn1a� Maintenance �� »�»�� � rogram Ordertm continue the coverage of this Guarantee the fo!fmmjwg maintenance prci:jr5,no b5 TheeevoanumberofitenmnctuovevedbyUhiaSuaoarteethm|urethere*ponoibiiih/(f\Memener.hordm{o eouu/e Mat your new root will continue <o perform hafunction, you must examine and mar a. thes . egu{a/basis: • antairl a Ide for your records on ths roof, including this Guaxantee. invoices, and subsequent /ogmofall spect;ors pertormed a Id repairs thai are made to the roof • inspect your roof at least semiannually. This is best done in .the Spring, after the roof hes been exposed to the harsh w/rteroondidoma. and. in the Fall after ulong not aumn^o/. It is also a good idea to examine the iibiof for damage after severe weather conditions such as hailstorrns, heavy rains, high winds, etC. • these woes of roofs typically have a lov4 slope they aro easily examined: However. care mup(betaken s.:1-evoi4. tailing accidents, �lihnmnhecWmg rho root. • '.:orno�:?.. any ,:iiebhssud1ee|eavoa *msd|brannhea dirt, muk*. etc. that have socurriu}a(ea • S|�an guVe/m 00m/1 apou/a, d/aino end the 5i Tr mreus K.1ake certain they e|!ow «a�er�u�ow df\me Pos|t|vodro|nago is essential. • Examine all etal fleshings, and valleys for rust and dwn tile roof, and make: certain they are well attached and sealed Any darnaged, loose, (Jr poorly sib)ieti material's mustbe repaired by an .Approved Roofing Contractor. • liT.xe.mine the areas that abut the roof. Damaged masonry, poorly mounted counterfiashing. loose caulking, had mortar joints, and any loose stone or tile coping can appear to be a mietinbrane leak. i-fave these items repaired if fourrd to he defective. ` ' * E:xamirie the edges of the roof. Wind damage often occurs in these areas. Materials that nave been lifted by the wind need lo be corrected byaU Approved RuofingContractor, • fil.xareine any roof top erittipme.nt such as air conditionerS, evaporative coolers. antenniS, K4ahecertain U�a�don /P.nvaexoeissively ur cause aroo by Kinpmate/i8|« on1u the nzut Ckecm rh&;, boUd/ny eaienorhar settlemeo| cx moven.�nL Sopcxura! n,ov*��e^t oan caus��:ac�� aod �he/ prmb�naWhir |ssd\o|eokainyou'xxrImJyy�am Prmte«thmg your investment: • A*nFdunnaoesaary roof u4ptraffic, • if yoa allow equipment servicemen to go onto the roof, advisc Mem to be careful, Dropriud fools, heavy aquipmant, etc can damage the membrano, Log ail sucn trip.; to the roof. • . o 101 adow service personne to make penetratrons 010 the roof; these ere 10 he nindo oniy by top oec F\oofingContractor. Ali tko�enns and conditions uf tills Guarantee shell be construed under the internal law of the state ofCrbrado without iegarn its conflicts of law principles. Invalidity or unenfbiceability of any provisions fie.rein shell fmt affect , oh o;eforo000idlv of any other provson which shat lemain in iuU force and otfect. ; s{m r tobe copied cv/epeduced in any manner, This ;:,',„`,uaemtee is valid only inthe United Ssteo of {hiarantee Services Unit JohnmK8anviUe. Guarantee, Services Unit. 1O1OOVVeaiUteAve .LitUetun, GO 80127 address) Juhov Manville, Guarantee Services Unit, P.0. Box 0250}1. Littleton, CO8O1b2-50O5 (rha|Ungaddreos) • Guarantt,:e Se,I'vices N mb MOO) 922-5922. MU LVAN NYG2 DESIGN AT WORK FILE COPY TO City of Tukwila Dept of Community Development FROM Lisa Horn MulvannyG2 Architecture CC project file RE REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 4 2010 Costco Wholesale- Tukwila, WA - Re- roofin • MEMO Page 1 of 1 DATE 6.15.10 PROJECT Costco Tukwila PROJECT NUMBER 93- 0440 -24 ro'ect EXISTING ROOF: The existing roof is a wood truss with CDX sheathing and a hot rubberized type of roofing material. PROPOSED ROOFING SYSTEM: The new roofing system shall be a single -ply mechanically fastened Polyvinyl - Choride (PVC) Roof System with rigid R -21 insulation installed on top of the CDX sheathing. The roof system shall be installed by a qualified firm that is approved, authorized, and / or licensed by the membrane roofing system manufacturer to install manufacturer's product and eligible to receive a warranty for a period of 20 years. Per Specification; the Exterior Fire -Test Exposure shall be ASTM E 108; for application and roof slopes. APPROVED PVC MEMBRANE ROOFING PRODUCTS (see Specifications Section 07542, Part 2) Acceptable Products: 1) EverGuard PVC, manufactured by GAF Materials Corporation 2) JM PVC, manufactured by Johns Manville 3) S327, manufactured by Sika Sarnafil, Inc PVC Sheets shall be ASTM D4434 / D4434M, Type III, fabric reinforced, with a 60mils nominal thickness, and white exposed face color. City ot Tukwila BUILDING DIVISION h: \costco \93 \93 - 0440- 24 \02_ correspondence \204jurisdiction \permit app narrative 06.15.10.docx ttO 5 3 425.463.2000 425.463.2002 1110 112TH AVENUE NE 1 SUITE 500 1 BELLEVUE, WA MulvannyG2.com RECEIVED 9800JUN 15 2010 PER CENTI STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. FILE COPY Permit No.. STRUCTURAL CALCULATIONS FOR COSTCO WHOLESALE TUKWILA RE -ROOF & HVAC REMODEL 400 Costco Drive Tukwila, WA 98188 Tom Wampler, PE /SE Joel Kipple, E.I.T. 0 - �u June 11, 2010 ENW Project No. 87- 022 -023 CODE: 2006 IBC btot53 • • REVIEWED FOR CODE CO PLIANCE AP 5•Y �i VE JUN 2 4 2010 City of Tukwila BUILDING DIVISION RECEIVE JUN 15 2010 PERMIT CENTER 6869 Woodlawn Avenue NE • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.engineersnw.com EN ENGINEERS NORTHWEST, INC., P.S. ^• STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # 27422.-o23 022 -623 PROJECT (oST"CO — To(W)cA : RE- -lzooF & HVAL SUBJECT HV4C GP/our Ac —i DATE e-e% SHEET 1 OF IS BY (E) Gi,vL4t4 CIDER REMOVE EXIST. 1.5 TON AC UNIT APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. (E) CwLAM Muck EKI6T. Pc/Rows e 8'10" o.c. GI►2AE12 !E) GLUtAM C DEA PVC, u*i T is 450'65 W/ tuag ava FRMG• saw NEW L/iJiT i5 653161 1726'1'4 w/ Cu46 + buds) (E) GLULfl'M & 2DE& (E' GLULAM 01 #DE'R PARTIAL L ROOF FRAMif1G a AC -i (PNA.MAcv) Y6 ro" ENW TM? WT-022 -025 CGST[0 - Totem LA: R&•- Qpaf R NWit TMANE' EVAPORATOR SECTION ACCESS PANEL ALTERNATE CONDENSATE DRAW 3/4 -14 NPT D1& HOLE Dimensional Data TOP PANEL CONDENSER FAN 38 I /4' 921 MM 108'M — 149 7/' 1073141/11 (TG MODELS) 2' ELECTRICAL CONNECTION (SINGLE POINT POWER • WHEN HEAT INSTALLED) 12 NPT GAS CONNECTION (VC MODELS) 558' 143 504 244 I41 5 9/16' 14f MN 194// MIS 1124 141 CONTROL AND COMPRESSOR ACCESS PANEL Figure 1. Cooling and Gas /Electric - 3 -5 Tons Standard Efficiency; Cooling and Gas /Electric; 3 Tons High Efficiency; Heat Pump - 3-4 Tons Standard Efficiency * All dimensions are in Inches /millimeters. * *1/2 NPT Gas Connection = (Y_C Models only); 2" Electrical Connection: Single Point Power When Heat Installed (T_C Models only.) CONDENSER COIL UNIT CONTROL WIRE 7/8' (221A2) DIA. HOLE SERVICE GAUGE PORT ACCESS 1 9(8' (392M) DIA. HOLE UNIT POWER WIRE r (51MM) DIA HOLE 3 5/8' 92 MM at 102 MM 356 MM 235 MM 15 12'—. 394 MM 24' 810 MM RETURN SUPPLY 16' 457 MM TBU CONDENSATE 4 3116' 106 ® 49/18 116 MM 7015/ MM 2312' 697 MM THROUGH THE BASE GAS (Y C MODELS ONLY) 71yJ111M 1 311/16' 1685 MM 12' 1 94MM 1 THROUGH slne- THE BASE ' -12BMM ELECTRICAL �915/18'y 263 MM Figure 2. Cooling and Gas /Electric - 3 -5 Tons Standard Efficiency; Cooling and Gas/ Electric - 3 Tons High Efficiency; Heat Pump - 3-4 Tons Standard Efficiency Downflow Airflow Supply /Return - Through the Base Utilities * All dimensions are In Inches /millimeters. RT- PRCO23 -EN 103 6 -10 -►0 -5K 2/ I.?, ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 5226698 PROJECT # v-022-623 PROJECT COSTCO — TWIN! cA : I E - 1200F R 14 VAC DATE G SUBJECT 14 v L FRAMING SHEET 3 OF ($ BY Ju AC -9 FRAMING PpE�a Wa Rig MI5 l 275 FRAMING N1.31' B2 Wt = (12.0 -- 96 p►{ EaTh) i eME(1) Ea = (so 66 / 1 l pNErM Ntw = 633 16 ('1 i3I•) (N50)(HI.3I -2.7 (87)(4181 - ?.7�) , 16s vEx,sr = 2 + 41.31 -- —` =1 !8y C sl VuEw = (96X4!31) + (633)(q'113)- 275) (V)(i1.3lI 2a5) - 16sS psi Vi/EW /Vaig = 261 %4" = 1.06 570 OVEYls71?Fzs o'(4y B� INS Ecrav) NINEVHExis7 <_ 1.05 ti OwN &Eris 0.71720),- SON'65 EASt l l wail = D.5 (2s)(3.5)(5•5) = 241 166 CASD) E6• J. E6. K 144, = 112)(1)--7 12 el TAM Ws = (25x') 26101 sly) / Title : COSTCO Tukwila Job # 87- 022 -023 Dsgnr: JK Date: 9:20AM, 10 JUN 10 Description : 2E -400F & NvAIL Scope : 118 Rev: 580004 User. KW -0606898, Ver 5.8.0, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 87 -022 -023 rooftop framing.ecw:Calculations Description AC -1 Beam 2 General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined Section Name 2 -2x8 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 3.000 in 7.250 in Sawn 1.150 Pin -Pin 35.000 pcf Center Span 8.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Fv Allow 180.0 psi Fc Allow 625.0 psi E 1,600.0 ksi 2.00 ft 0.00 ft 0.00 ft Full Length Uniform Loads Center Left Cantilever Right Cantilever DL DL DL 12.00 #/ft #/ft #/ft LL LL LL 25.00 #/ft #/ft #/ft Point Loads Dead Load Live Load ...distance 504.0 Ibs Ibs 4.000 ft Summary 241.0 lbs Ibs 4.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000ft Span= 8.00ft, Beam Width = 3.000in x Depth = 7.25in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 834.80 psi Fb 1,237.32 psi Deflections Center Span.. Deflection ...Location ... Length/Defl 0.675 : 1 1.8 k -ft 2.7 k -ft at 4.000 ft at 8.000 ft 1.83 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 2.71 fv 35.68 psi Fv 207.00 psi Dead Load -0.101 in 4.000 ft 954.9 Camber ( using 1.5 * D.L. Defl) ... @ Center 0.151 in @ Left 0.000 in @ Right 0.000 in Total Load -0.116 in 4.000 if 830.09 Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 0.8 k 4.5 k @ Left 0.54 k @ Right 0.54 k Camber: @ Left 0.000 in @ Center 0.151 in @ Right 0.000 in 0.44 k 0.44 k Max Max LU28 Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 UfE S1iaieSoN LUS28 -2 EA. PA = /1350' mesa-) - w/ Elip ® (ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAx (206) 5226698 PROJECT # 87- 022 -023 PROJECT CIST(t - TuKwLA= Re-Roc* S, HVAC DATE 6-9-to SHEET S OF IS SUBJECT HVAc LAYOUT AC -2 REMOVE EXIST. AC UNIT APPROX. HERE. DEMO EXISTING DUCTWORK ON ROOF. FIELD VERIFY SIZE AND LOT ON. EXISTING EXHAUST FAN TO REMAIN. 0 13y �K 10 EXIST. PU►Yu1N5 na S'' -0" o.c. E L — J C /734 SEE DETAIL TRANSITION EXIST. DUCTWORK THRU RO TO NEW UNIT DUCT DROP (5) GLUlAM GIRDEYL 1 N N NEW AC UNIT TO BE LOCATED AT LOCATION OF EXISTING DUCT PENETRATIONS THRU ROOF. FIELD VERIFY SIZE AND LOCATION. EXISTING WIT 16 51716& %„I/ Wx6 SLEEPERS Pu12LIN 7o pu12 IN (FIELD VEY.) NEW UNIT 15 653165 OVliZ S ME FOt3'TPR1IT (7201b5 W/ Cu -F bu(7WCR1() GWLAr.4 GIRI?EQ L50 -0" ARTIA1, ROOF FRAM►Ng a AC -2 (OFFICE) V "-Itp'1 CNw St6 # V7 -012 -023 TRANE° EVAPORATOR BEN ACCF-SS E ALTERWE CONSOMME DRAW COMECT1ON ar4- 14 NPT DIA-HOME COSTLO — TduwltA - ►ZEAZOF HVA[ Dimensional Data TOP RANEL CONDENSER PAN 407A1 1030001 41R 103W 6 -1GIG Uu 4 -6 Tons 6 I 1% CONDENSER COR tiff CON11i0LWIRE 7A- (27a00 DOA HOLE 477,r sear 1218 a2S1 M01 r PROLE PONTP POWER WHEN POWTPOWED HEIR' MULLED) OOMROL AND COMPRESSOR ACCESS PANEL Figure 11. Cooling and Gas /Electric 4 -5 Tons High Efficiency; Cooling and Gas /Electric - 6 Tons Standard Efficiency- Heat Pumps - 5 Tons Standard Efficiency * All dimensions are in Inches/millimeters. W mime GAUGE PORT ACCESS 1 OW caw* 01A. HOLE UNIT PONO1 WIRE 19r gasp DL& HOLE E L�• 163 Ci Figure 12. Cooling and Gas /Electric 4 -5 Tons High Efficiency; Cooling and Gas /Electric - 6 Tons Standard Efficiency; Heat Pumps - 5 Tons Downflow Airflow Supply /Retum - Through the Base Utilities * All dimensions are In Inches /millimeters. 108 RT PRCO23 -EN E ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # 022423 PROJECT COSEMO — Timm c4: ✓4E koOF 4, DIVA( DATE 6-1 -la SHEET –7 OF IS BY 0 SUBJECT 14VAL F' P 4 /N(, Af -2 RAM PUG'Ns FRAMING L12.01 014 fr )ls.o') = 9G.o r,'i i t rmEil lyis7 51716' (Az) ( PPIKH)NE -w = 65314' lAS1 j VE�(IST = (96)614 +(517)(N2 = 2 115-1 _ (96 !'s1 + (653)(N2 -647) = 2 5L5 161 L,gsp� VAIEW 2 NZ VAV VE = 2 56/2 6/51 = I.0q7 — : S%o /Ago -fist 4x SLEEPER S1 EEPErt ti 01CA1 ?WM = 0902o), SON Pos 01,11)] Pswow - 0,5125)86)(55):7 2N1 ibs CAM EC. E�. j Title : COSTCO Tukwila Dsgnr: JK Description : Scope : Job # 87- 022 -023 Date: 9:33AM, 10 JUN 10 /�g Rev: 580004 User. KW -0606898, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 87- 022 -023 rooftop framing.ecw:Calculations Description 4x Sleeper General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 4x8 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 3.500 in 5.500 in Sawn 1.150 Pin -Pin 35.000 pcf Center Span Left Cantilever Right Cantilever Douglas Fir- Larch, No.2 Fb Base Allow 875.0 psi Fv Allow 170.0 psi Fc Allow 625.0 psi E 1,300.0 ksi 8.00 ft Lu ft Lu ft Lu 8.00 ft 0.00 ft 0.00 ft Point Loads Dead Load Live Load ...distance 540.0 Ibs Ibs 4.000 ft Summary 241.0 Ibs Ibs 4.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Span= 8.00ft, Beam Width = 3.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow 1.90 fb 1,087.69 psi fv Fb 1,293.90 psi Fv Depth = 5.5in, Ends are Pin -Pin 0.841 : 1 1.6 k -ft 1.9 k -ft at 4.000 ft at 8.000 ft 1.60 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 31.72 psi 195.50 psi Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 0.6 k 3.8 k @ Left 0.41 k @ Right 0.41 k Camber: @ Left 0.000 in @ Center 0.353 in @ Right 0.000 in 0.41 k 0.41 k Max 0.41 k Max 0.41 k a1 Deflections Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 * 0 @ Center @ Left @ Right Dead Load -0.235 in 4.000 ft 408.5 .L. Defl) ... 0.353 in 0.000 in 0.000 in Total Load -0.235 in 4.000 ft 408.47 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 ENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT # $ 7- 022 -P/L3 PROJECT SUBJECT Sheik 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522 -6698 C6STC0 - TukwILA : Re- goc'p DATE 6 -7 -70 SHEET q OF I S BY cT� Latitude and Longitude of a Point Note: Right click on a blue marker to remove it. SI33E? ! I .b Get the Latitude and Longitude of a Point When you click on the map, move the marker or enter an address the latitude and longitude coordinates of the point are inserted in the boxes below. Latitude: Longitude: 47.447035059810055 L12224187970161438 J Latitude: Longitude: Degrees Minutes hs -- I 1-122 _I ! 1l 4 1 Seconds �49.3254_ [30.7674 Show Point from Latitude and Longitude Use this if you know the latitude and longitude coordinates of a point and want to see where on the map the point is. Use: + for N Lat or E Long - for S Lat or W Long. Example: +40.689060 - 74.044636 Note: Your entry should not have any embedded spaces. Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4470350598 Longitude = - 122.2418797016 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.400 (Ss, Site Class B) 1.0 0.478 (S1, Site Class B) ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Input = 'Shaded cells Job number : 87 -022 -023 Job name : COSTCO - Tukwila: Re -Roof SHEET IV OF I� REV. 1: 4/6/07 REV. 2: 9/29/09 RFV 3. 3110110 SEISMIC IBC 2006 Section 1613.1 / ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are to ASCE 7 -05 (U.N.O.) Input Basic Seismic -Force- Resisting System = Al Basic Seismic -Force- Resisting System = Is this considered a Building Structure ? Is Diaphragm considered Flexible? hn = Ss = S1 = TL = Site Class (soil) = Occupancy Category = Top of wall elevation (parapet) _ Elevation of top of wall lateral support (max.) = Elevation of top of wall lateral support (min.) = Regular Structure s 5 Stories? Site Coefficient Fa = Site Coefficient Fv = Sms = Sm1 = Sds = Sd1 = Seismic Design Category (SDC) _ To = Ts = Ct = Period = T = Sa = R= 520 = Cd = Is = Special reinforced concrete shear walls BWS= Bearing Wall System Section 15.1.1 - for Nonbuilding Structure definition. Section 12.3.1 height to top level in main portion of structure (abv.base) Section 11.3 Spectral response acceleration at 0.2 seconds for Site Class B. Spectral response acceleration at 1.0 seconds for Site Class B. Long -period transition period Figure 22 -15 thru 22 -20 Section 20.1 Soil properties "D" is default unless the Geotech data orBuilding Table 1 -1 page 3 Official thinks it is Site Class "E "or "F". 30.50 ft. Y Y 1.43 0.49 16 D II 31.50 ft. 30.50 ft. 30.50 ft. YES Output 1.000 1.510 1.430 0.740 0.953 0.493 D 0.103 0.517 0.02 0.260 0.953 5 2 5 1 Detailing Reference Section = 14.2 Cs calc. = 0.191 Cs max. = 0.379 Cs min. = 0.010 Cs use = 0.191 Vu design = 0.191 V design = 0.134 Ev = roof high point (minimum parapet) roof low point (maximum parapet) Section 12.8.1.3 W = Building weight (# or kips) Table 11.4 -1 Table 11.4 -2 Sms = FaSs Section 11.4.3 (Eq. 11.4 -1) Sm1 = FvS1 Section 11.4.3 (Eq. 11.4 -2) Sds = 2/3Sms Section 11.4.4 (Eq. 11.4 -3) Sd1 = 2/3Sm1 Section 11.4.4 (Eq. 11.4 -4) Section 11.6 & Tables 11.6 -1 & 11.6 -2 0.2Sd1 /Sds Section 11.4.5 Sd1 /Sds Section 11.4.5 Section 12.8.2.1 Table 12.8 -2 Table 12.8 -1 seconds - Section12.8.2.1 (Eq. 12.8 -7) Cu = 1.4 Section 11.4.5 (Eq. 11.4 -5)or (Eq.11.4 -6)or (Eq. 11.4 -7) Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) System Overstrength Factor modified for flexible diaphragm Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 Occupancy Importance Factor - Table 11.5 -1 Section 12.8.1.1 (Eq. 12.8 -2) Section 12.8.1.1 (Eq. 12.8 -3 & Eq. 12.8 -4) Section 12.8.1.1 (Eq. 12.8 -5 & Eq. 12.8 -6) Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8 -6) "W At strength level USD (Eq. 12.8-1) *W Working (0.7*E) ASD 0.191 *D = +/ -.2 Sds R (Eq. 12.4-4) - May be Zero for proportioning foundations. Diaphragms Fpu talc. _ Fpu min.= Fpu max.= Fpu design = Fp design = wp = The weight tributary to the diaphragm at that level 0.191 *wp (Eqs. 12.8 -2 thru 12.8 -6 above) 0.191 *wp (min. Section 12.10.1.1) 0.381 *wp (max. Section 12.10.1.1) 0.191 *wp USD 0.133 *wp ASD (0.7*USD) EQ. 6/7/2010 87- 022 -023 ASCE7 -05Seismic.xls ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 SHEET 11 OF 1 * ** Property of Engineers Northwest, Inc., Seattle - Use by others unlawful * ** AMERICAN SOCIETY OF CIVIL ENGINEERS WIND LOADS PER ASCE 7 -05 Method 2 - Section 6.5.12.2.2 - Low -Rise Buildings INPUT CELLS = (Shaded) All references are to ASCE 7 -05 for Sections, PROJECT NUMBER: 87 -022 -023 Figures, Tables & Equations PROJECT NAME: COSTCO - Tukwila LOCATION: DESIGN BY: JK PROGRAM LIMITATIONS: 1.) The building height MUST NOT exceed the length nor Width (a rigid structure) 2.) The buildirip MUST NOF'exceed 60 feet' in Height: • 3.) The roof slope MUST NQ1- exceed 45 degrees: BUILDING AND SITE INFORMATION INPUT 427.17 ft. 500.00 ft. 30.50 ft. 31.50 ft. 0.25 inJft. Gable 31.50 ft. 85 mph B 1.00 1.00 BUILDING WIDTH, B = BUILDING LENGTH, L = BLDG. EAVE HEIGHT, he = BLDG. RIDGE HEIGHT, hr = ROOF SLOPE, s = IS ROOF A HIP OR GABLE? HEIGHT OF PARAPET, hp = WIND VELOCITY, v = SITE EXPOSURE = IMPORTANCE FACTOR, I = TOPOGRAPHIC FACTOR, Kzt = (PARALLEL TO RIDGE) (PERPENDICULAR TO RIDGE) Roof slope = 1.1935 degrees (EL a-0^ to T.O.W.) (3 second gusts only !!!! ) Section 6.5.6.3 See table to the right Figure 6-4 & Eq. 6 -3 Importance Factor - I Category Importance Table 1 -1 pg.4 Factor Table 6 -1 II 1.00 III & IV 1.15 5/24/07 DIRECTIONALITY FACTOR, Kd = 0.85 For this Kd you MUST use ASCE load combinations in Sec. 2.3 & 2.4 Building internal pressure condition = ENCLOSED Determines GCpi in Figure 6-5 * Note:- III = Public Assembly &/or Hazardous * ( See ASCE 7 Section 6.2 for definitions of Enclosure Classifications) Substance & IV = Essential Facility MEAN ROOF HEIGHT, hmr = DESIGN HEIGHT, hd = DESIGN HEIGHT, hd = Design height for (qh) = OUTPUT 31.00 ft. 31.50 ft. 31.50 ft. 30.50 ft. (WIND PERPENDICULAR TO RIDGE; (WIND PARALLEL TO RIDGE) MAIN WIND -FORCE RESISTING SYSTEM (MWFRS) FROM ASCE 7 Figure 6-5 ( Input From - "Building internal pressure condition" above) INTERNAL PRESSURE COEFFICIENTS - GCpi ENCLOSED = 0.18 -0.18 Section 8.5. Case A - Perpendicu Zone 1 2 3 4 5 6 1E 2E 3E 4E Kz = 0.7039 qh = 0.00256 Kz Kzt Kd V2 I (Eq. 6 -15) qh = 11.07 psf (c2 EL.30.5 ft. 12.2.2 Low -Rise Buildings p = gh[(GCpf) - (GCpi)] (Eq. 6-18) lar to ridge Case B - Parallel to ridge Zone GCpf Load 1 0.40 4.43 psf -7.64 psf 2 -0.69 -7.64 psf -4.09 psf 3 -0.37 -4.09 psf -3.21 psf 4 -0.29 -3.21 psf -4.98 psf 5 -0.45 -4.98 psf -4.98 psf 6 -0.45 -4.98 psf 6.75 psf 1 E 0.61 6.75 psf -11.84 psf 2E -1.07 -11.84 psf -5.87 psf 3E -0.53 -5.87 psf -4.76 psf 4E -0.43 -4.76 psf GCpf Load 0.40 4.43 psf -0.69 -0.37 -0.29 -0.45 -0.45 0.61 -1.07 -0.53 -0.43 Windward Parapets = 16.75 psf Leeward Parapets = -11.17 psf a= 17.09 ft. 2a= 34.17 ft. 1 IJB = 1.17 B/L = 0.85 hmr/B = 0.073 hmr /L = 0.062 Internal pressure = +/ -1.99 psf NOTE: - Internal pressure for the main frame cancels when Zones 1 & 4 and 1E & 4E are combined but adds or subtracts at Zones 2, 3, 2E and 3E that do not have directly opposing frame loads. 6/7/2010 87- 022 -023 ASCE7 -05WindMeth2.xls ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 * ** Property of Engineers Northwest, Inc., Seattle - Use by others unlawful *** PROJECT NUMBER: 87 -022 -023 PROJECT NAME: COSTCO - Tukwila LOCATION: 0 WIND LOADS PER ASCE 7 -05 Method 2 - Section 6.5.12.22 - Low -Rise Buildings HEIGHT OF PARAPET, hp = 31.50 ft. BLDG. RIDGE HEIGHT, hr = 31.50 ft. BLDG. EAVE HEIGHT, he = 30.50 ft. MEAN ROOF HEIGHT, hmr = 31,00 ft. Distance diaphragm is below roof = 2.0 in. Wall Support Elevation at Ridge = 31.23 ft. Wall Support Elevation at Eave = 30.23 fL 2a= 34.17f. a= 17.09 ft Loads to MWFRS Location Zones Walls @ comers = 1 E & 4E Walls = 1 & 4 Windward roof = 2 Leeward roof = 3 Windward roof = 2E Leeward roof = 3E Walls parallel to the wind = 5 & 6 Windward Parapets = All Leeward Parapets = All Joist depth @ MBS buildings For MWFRS Corner design Toad For Wall "Comer" design load Loads 11.51 psf 7.64 psf -9.63 psf -6.09 psf -13.83 psf -7.86 psf 0.00 psf 16.75 psf -11.17 psf ALSO Create a separate load case with all horizontal zones equal to 10 psf and all vertical zones equal to 0. Check this Toad case as an independent case and do not combine with the load case at the left. MWFRS - Diaphpagm loading parallel to the ridge Corner load (up to) 34.17336 ft. from comers = Non - corner load (more than) 34.17336 ft. from corners = 210 pif 140 pif MWFRS - Diaphpagm loading perpendicular to the ridge Corner load (up to) 34.17336 fL from corners = Non - corner load (more than) 34.17336 fL from corners = MWFRS - Roof Uplifts Roof uplift Toad up to 34.17336 fL from exterior walls = Roof uplift load more than 34.17336 ft. from exterior walls = Components & Cladding 210 pif 150 pif f-- USE 4- -USE 4- -USE 4--- -- USE -13.9 psf 4---- USE -9.7 psf 4 -USE Wall Design @ 307 sq.ft. trib. (Inward) = Wall Design @ 307 sq.ft. trib. (Outward) = Wall Design @ 307 sq.ft. trib. (Outward at Corners) _ Wall Design @ 25 sq.ft. trib. (Inward) = Wall Design @ 25 sq.ft. trib. (Outward) _ Wall Design @ 25 sq.ft. trib. (Outward at Corners) = Parapet only Design at Corners = Parapet only Design NOT at Corners = Roof overhang Or Canopy Roof Slope = Roof overhang Or Canopy Area = Roof overhang & canopies uplift (Zone 3) _ Roof overhang & canopies uplift (Zone 2) = Wall anchorage Toad at corners = Non - corner anchorage load 17.08668 ft from corners = Wall anchorage load at ridge = 9.3 psf USE -10.3 psf f- USE -10.7 psf 4-- USE 11.3 psf 4---- USE -12.2 psf 4 USE -14.5 psf USE 18.4 psf USE 18.4 psf f-- USE 0.50 In.ift. 544.0 sq.ft. -8.0 psf -4 USE -11.0 psf f-- USE 190 pif t- -USE 180 pif 4-- -USE 170 pif 4--- USE SHEET 12- OF _ rZ 5/11/08 2 6/7/2010 87- 022 -023 ASCE7 -05WindMeth2.xls Input = Job Number. Job Name: Location: ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc, Seattle - Use by others unlawful LATERAL LOADING FOR MECHANICAL UNITS 87 -022 -023 COSTCO - Tukwila AC-1 over pharmacy Component Definition: Table 13.8 -1 Category = Site Class (soil) = Ss = ip= Equipment is mounted on Wind Speed = Exposure = Category = Is this a hunicane prone region? Ka= Wind Is The mechanical unit is SHEET 3 OF IE REV.1 12/2/09 REV. 2 2/3/10 Seismic: ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Wind: ASCE 7 -05 Section 6.6.15.1 & Figure 6-21 (rooftop equipment) ME -1) Alr -.ide HVAC, fans, air handlers, air conditioning units, cabinet heaters, air distribution boxes and other rlTabie 13.6 -1 Mechanical and Electrical Components D 1.43 MU Operating Weight= MU Height = MU Length = MU Width= Roof height above ground level = Building Width = Seismic Output 1.0 Roof 85 mph 6 Sus= Sre = zRl= Fpu=1.8'Say to Wp = Fp 0.4'11p'Sos IpIRv (1+ )Wp= Fp,= 0.3'Smy Ip'Wp= Wind Output Comparison: 111 NO 1.00 Normal to face Flexible 7201bs 4.00 ft 6.00 ft. 3.60 ft. 30.60 ft. 600.00 ft. Fp, design = Fp design = Fp design = z= I= K= q: = (Kama= (K)yme= D.= G= (gds...xi iC3= = Area Factor = Fm., = q,G,CA F„a.e = q,G,CA = F= Section 13.1.3 TOP OF ROOF Table 1 -1 Table 6-1 Table 8-4 Not Dynamically Sensitive 1.00 Table 11.4 -1 1.430 Sms = FeSs Section 11,4.3 (Eq. 1.4-1) 0.953 Sds = 2l3Sme Section 11.4.4 (Eq 11.4-3) 0.417 Table 13.6 -1 1.0000 at roof level 1.5248 'W, Upper bound (Eq.13.3 -2) 0.4765 'W, Calculated (Eq. 13.3-1) 02859 'W, Lower bound (Eq. 13.3-3) Eft 720 Ibs (MAX.) MU 0.4785 'W [U.S.D.] 0.3336 'W [A.S.D.] Working ( 0.7 factor ) 240 Ibs .a. -Total Force [A.S.D.] 32.50 ft 1.15 1.00 21.27'Kz 0.72 0.70 15.25 psf 14.89 psf 1.418 1.3 28.10 psf 27.44 psf 20.0 sq.ft 1.9 1068 lbs 549 Ibs 1068 Ibs 10681bs [ASD] (height at centrold of MU) Table 6-1 Sec. 8.5.72 (Eq. 83) Sec. 8.5.10 (Eq.8-15) Table 83 Table 8-3 Velocity pressure at height z above the ground Velocity pressure at height h above the ground Gust effect factor - Section 8.5.8 Net force coefficient from Fig. 6-21 ( Eq. 8.28 ) ( Eq. 8-28 ) Projected area normal to the wind except where Cr is specified for the actual surface area. Section 6.5.15.1 ( Eq. 8-28 ) ( Eq. 6 -28) T.-- _Total Force [A.S.D.] Fwind > Fseismic -. Wind Governs Lateral Design U! ±±FT $($ SCREws 5110k #8 scnays WIND LOADS & REACTIONS 3.6 ft 1 v r,_1 4 f3.17 "ft. r°12 Pr/ 2ft 4ft V hump= 2.00 ft (height of lateral load) ciao = 2.00 In. ( holddown clearance) Ins = 3.17 ft (length of holddown) Mar = 2138 lb-ft [ASD] T =C= 874lbs (ASD] T- 0.6(P3 2) {ASD Combo: 0.6D+W} = 4581bs [ASD] Therefore, design for 468 Ibs net uplift at each end of the unit SEISMIC UPUFT EACH END OF UNIT = WIND UPLIFT t>9 EACH END OF UNIT = SESIMC SHEAR ON EACH SIDE OF UNIT = WIND SHEAR ON EACH SIDE OF UNIT = WORKING [ASD] 01bs 458 Ibs 120 Ms 634 Ibs W� W f= cc, w = 1.6 (in I6/h)(39 = 5-62165 I So) 'U"K/r( e, zit _ I,6(4o) = p111 (b /500,,, 171s1)) (Z')7,T,, Q 0.5)01t4) = 1 Ogg lbs t-4nn "- Ck MU Lateral - Basic ULTIMATE [USD] 0 Ibs 7661bs 1681bs 864 lbs 6/10/2010 87 -022 -023 ASCE7 -05 MU Lateral.xlsx NOTE: Wind direction Is Into page 30.6 ft A v L600 ft 0.4785 'W [U.S.D.] 0.3336 'W [A.S.D.] Working ( 0.7 factor ) 240 Ibs .a. -Total Force [A.S.D.] 32.50 ft 1.15 1.00 21.27'Kz 0.72 0.70 15.25 psf 14.89 psf 1.418 1.3 28.10 psf 27.44 psf 20.0 sq.ft 1.9 1068 lbs 549 Ibs 1068 Ibs 10681bs [ASD] (height at centrold of MU) Table 6-1 Sec. 8.5.72 (Eq. 83) Sec. 8.5.10 (Eq.8-15) Table 83 Table 8-3 Velocity pressure at height z above the ground Velocity pressure at height h above the ground Gust effect factor - Section 8.5.8 Net force coefficient from Fig. 6-21 ( Eq. 8.28 ) ( Eq. 8-28 ) Projected area normal to the wind except where Cr is specified for the actual surface area. Section 6.5.15.1 ( Eq. 8-28 ) ( Eq. 6 -28) T.-- _Total Force [A.S.D.] Fwind > Fseismic -. Wind Governs Lateral Design U! ±±FT $($ SCREws 5110k #8 scnays WIND LOADS & REACTIONS 3.6 ft 1 v r,_1 4 f3.17 "ft. r°12 Pr/ 2ft 4ft V hump= 2.00 ft (height of lateral load) ciao = 2.00 In. ( holddown clearance) Ins = 3.17 ft (length of holddown) Mar = 2138 lb-ft [ASD] T =C= 874lbs (ASD] T- 0.6(P3 2) {ASD Combo: 0.6D+W} = 4581bs [ASD] Therefore, design for 468 Ibs net uplift at each end of the unit SEISMIC UPUFT EACH END OF UNIT = WIND UPLIFT t>9 EACH END OF UNIT = SESIMC SHEAR ON EACH SIDE OF UNIT = WIND SHEAR ON EACH SIDE OF UNIT = WORKING [ASD] 01bs 458 Ibs 120 Ms 634 Ibs W� W f= cc, w = 1.6 (in I6/h)(39 = 5-62165 I So) 'U"K/r( e, zit _ I,6(4o) = p111 (b /500,,, 171s1)) (Z')7,T,, Q 0.5)01t4) = 1 Ogg lbs t-4nn "- Ck MU Lateral - Basic ULTIMATE [USD] 0 Ibs 7661bs 1681bs 864 lbs 6/10/2010 87 -022 -023 ASCE7 -05 MU Lateral.xlsx Input= Job Number: Job Name: Location: ENGINEERS- NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest. Inc., Seattle - Use by others unlawful LATERAL LOADING FOR MECHANICAL UNITS 87 -022-023 COSTCO - Tukwila AC-2 over office Component Definition: Table 13.6 -1 Category = Site Class (soil) = Ss = Ip= Equipment is mounted on SHEET 14 OF Ig REV.1 12/2/09 REV. 2 2/3/10 Seismic: ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Wind: ASCE 7 -05 Section 6.6.16.13 Figure 6-21 (rooftop equipment) ME -1) Air -elde HVAC, fans, air handlers, alr conditioning units, cabinet heaters, air distribution boxes and other riTabie 13.8 -1 Mechanical and Electrical Components D 1.43 Wind Speed = Exposure = Category = Is this a hurricane prone region? Kd = Wind Is The mechanical unit is 1.0 Roof 85 mph B 111 NO 1.00 Normal to face MU Operating Weight = MU Height = MU Length = MU Width= Roof height above ground level = Building Width = Seismic Output Flexible 720 Ibs 4.33 ft. 6.00 ft. Section 13.1.3 3.60 ft. Fa sus Sm' adiRd z/h= Fpu=1.6'Spelp'Wp= Fp„ 0.4'ap Soe Ip/Rp (1 +2zfh)Wp= Fp,= 0.3•Soelp'Wp = 30.60 ft. 600.00 ft. Table 1 -1 Table 6-1 Table 8-4 Wind Output Comparison: UPLIFT Fp„ design = Fp design = Fp design = z= 1= Ka= = (KJroa = = (te=a = Gr= G= (q:),wtGrCr = (4)w. dGA At= Area Factor= q,G,C,A, _ Fv=m = q:GrCrAr F TOP OF ROOF Not Dynamically Sensitive GRADE 4.33 ft 720 lbs (MAX.) MU 1.00 Table 11.4 -1 1.430 Sms = FaSs Section 11.4.3 (Eq. 11.4-1) 0.953 Sds = 2/3Sms Section 11.4.4 (Eq. 11.4-3) 0.417 Table 13.6.1 1.0000 at roof level 1.5248 'Wp Upper bound (Eq. 13.3-2) 0.4765 1N9 Calculated (Eq. 13.3 -1) 0.2859 'Wp Lower bound (Eq. 13.3-3) 0.4765 'W [U.S.D.] 0.3336 IN (A.S.D.] Working (0.7 factor ) 240 Ibs 4 -Total Force [A.S.D.1 1169 Ibs [ASD] 32.67 ft. (height at centroid of MU) 1.15 Table 6-1 1.00 Sec. 6.5.7.2 (Eq. 8.3) 21.27 •Kz Sec. 6.5.10 (Eq.6 -15) 0.72 Table 83 0.70 Table 6-3 15.27 psf Velocity pressure at height z above the ground 14.89 psf Velocity pressure at height h above the ground 1.418 Gust effect factor - Section 6.5.8 1.3 Net force coefficient from Fig. 6-21 28.14 psf ( Eq. 8-28 ) 27.44 psf ( Eq. 6-28 ) 21.7 sq.ft Projected area normal to the wind except where C, Is specified for the actual surface area. 1.9 Section 6.5.15.1 1159 Ibs ( Eq. 6-28 ) 595 Ibs ( Eq. 6-28 ) 1169 Ibs .4-Total Force [A.S.D.1 Fwtnd > Fsetsmic -. Wind Govems Lateral Design WIND LOADS 3 REACTIONS 3.5 ft 4.33 ft 2.17 ft . r .. V V • v ^ 7 3.17 ft tPp2 Pp/2 h.= c8o = Ms= 3.17ft Mot' 25091b -ft T =C= 792 Ibs Tvpi,pr = T -0.8(Po/2) = 5761bs 2.17 8. 2.00 In. (height of lateral bad) (holddown clearance) (length of holddown) [ASD] [ASD] {ASD Combo: 0.6D+W) [ASD] Therefore, design for 676 [be net uplift at each and of the unit SEISMIC UPLIFT 40 EACH END OF UNIT = WIND UPLIFT EACH END OF UNIT = SESIMC SHEAR ON EACH SIDE OF UNIT = WIND SHEAR ON EACH SIDE OF UNIT = WORKING [ASD] 01bs 676 the 120 Ibs 580 lba ULTIMATE [USD] 0Ibs 944 Ibs 168 Ibs 927 Ibs %Ir6 1,116, 5026w cvi26 --5L• 2 -9u Ml w/ W'- WCp = 1800G3AD3j "(I.b) = ('o 1b/i)(3 ")(1.6) = 1 (16t'4 l71.1 SH014 3fg i g' 5carw cur a - SLEEI -y - Pvnclj w'/ wr_' 0,1601301 Cp W'cos k 4- Z'5,1114‹ _ 16 111611e0$16)1 i3b 15anM)' 08 vows 6" 0.c, 2 3N2 for rASp1 n/ Me/PC1 Z I (= 1.6 010) = I NU )bskfacw (Z')TVrni. = 1,2)(s)(144).: I '1q616s 5IMPSo41 X123 CUP EA. ENO w (VA), = 585 'Gs rAzi & MU Lateral - Basic iR b1 4.6 KAY (UA) = 565 'bs rilsb1 6/10/2010 87 -022 -023 ASCE7 -05 MU Lateral.xlsx W - NOTE: Wind direction is Into page 30.6 ft A V I500 ft � 1.00 Table 11.4 -1 1.430 Sms = FaSs Section 11.4.3 (Eq. 11.4-1) 0.953 Sds = 2/3Sms Section 11.4.4 (Eq. 11.4-3) 0.417 Table 13.6.1 1.0000 at roof level 1.5248 'Wp Upper bound (Eq. 13.3-2) 0.4765 1N9 Calculated (Eq. 13.3 -1) 0.2859 'Wp Lower bound (Eq. 13.3-3) 0.4765 'W [U.S.D.] 0.3336 IN (A.S.D.] Working (0.7 factor ) 240 Ibs 4 -Total Force [A.S.D.1 1169 Ibs [ASD] 32.67 ft. (height at centroid of MU) 1.15 Table 6-1 1.00 Sec. 6.5.7.2 (Eq. 8.3) 21.27 •Kz Sec. 6.5.10 (Eq.6 -15) 0.72 Table 83 0.70 Table 6-3 15.27 psf Velocity pressure at height z above the ground 14.89 psf Velocity pressure at height h above the ground 1.418 Gust effect factor - Section 6.5.8 1.3 Net force coefficient from Fig. 6-21 28.14 psf ( Eq. 8-28 ) 27.44 psf ( Eq. 6-28 ) 21.7 sq.ft Projected area normal to the wind except where C, Is specified for the actual surface area. 1.9 Section 6.5.15.1 1159 Ibs ( Eq. 6-28 ) 595 Ibs ( Eq. 6-28 ) 1169 Ibs .4-Total Force [A.S.D.1 Fwtnd > Fsetsmic -. Wind Govems Lateral Design WIND LOADS 3 REACTIONS 3.5 ft 4.33 ft 2.17 ft . r .. V V • v ^ 7 3.17 ft tPp2 Pp/2 h.= c8o = Ms= 3.17ft Mot' 25091b -ft T =C= 792 Ibs Tvpi,pr = T -0.8(Po/2) = 5761bs 2.17 8. 2.00 In. (height of lateral bad) (holddown clearance) (length of holddown) [ASD] [ASD] {ASD Combo: 0.6D+W) [ASD] Therefore, design for 676 [be net uplift at each and of the unit SEISMIC UPLIFT 40 EACH END OF UNIT = WIND UPLIFT EACH END OF UNIT = SESIMC SHEAR ON EACH SIDE OF UNIT = WIND SHEAR ON EACH SIDE OF UNIT = WORKING [ASD] 01bs 676 the 120 Ibs 580 lba ULTIMATE [USD] 0Ibs 944 Ibs 168 Ibs 927 Ibs %Ir6 1,116, 5026w cvi26 --5L• 2 -9u Ml w/ W'- WCp = 1800G3AD3j "(I.b) = ('o 1b/i)(3 ")(1.6) = 1 (16t'4 l71.1 SH014 3fg i g' 5carw cur a - SLEEI -y - Pvnclj w'/ wr_' 0,1601301 Cp W'cos k 4- Z'5,1114‹ _ 16 111611e0$16)1 i3b 15anM)' 08 vows 6" 0.c, 2 3N2 for rASp1 n/ Me/PC1 Z I (= 1.6 010) = I NU )bskfacw (Z')TVrni. = 1,2)(s)(144).: I '1q616s 5IMPSo41 X123 CUP EA. ENO w (VA), = 585 'Gs rAzi & MU Lateral - Basic iR b1 4.6 KAY (UA) = 565 'bs rilsb1 6/10/2010 87 -022 -023 ASCE7 -05 MU Lateral.xlsx E1NENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 V-02/ — 023 PROJECT Ca■TC0 — I UUWi6A = gE- geoF % 1114( PROJECT # DATE G- // - /a/ SHEET 15 OF l% BY Tl� SUBJECT NVAC PrV iWG DE-rm15 RESULTS E705T. 44 SLEEPER PURUN TO PURUN FIELD VFY. SIZE & LOC. EXIST. ROOF SHEATHING MECH. CURB BY OTHERS 1•4 LAO SCREW 0 EA. CORNER OF MECH. UNIT w/ 3' MIN. PENETRATION IMO EXIST. PURUN (4 TOTAL) EXISL GLULAM PURUN PER PUN MECH. CURB BY OTHERS BEAR DIRECTLY OVER EJOST. PURUN BOST. 2x SUBPURUN PER PUN .41E_PER PLAN] EXIST. 2x SLEEPER PURUN PER PUN 18 x 0' -3' SCREWS 0 Woo ALL MOUND CURB TO SLEEPER EXIST. GLULNA PURUN PER SECTION A -1 }. -1. -0. 2— SIMPSON A23 CUPS 0 EA. DID OF 4x SLEEPER (4 TOTAL PER SLEEPER) w lOd x 1 #' NNLS TO hTOdx3' NAILS TO PURUN 18 x O' -3' SCREWS 0 roc ALL AROUND CURB TO FRAMING ST. ROOF SHEATHING Q EXIST. GUIUM PURUN PER PUN SECTION A -2 NEW 2 -2x8 OF—I. /2 FRMG. w/ SMPSON UJS2S 2 HCR. EA END TYP. UNDER MECH. CURB EXIST. GWLAM PURUN PER PUN ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE.N.E. (SUITE 205) SEATTLE, WA. 98115 PROJECT NUMBER: 87- 022 -023 PROJECT NAME: COSTCO - Tukwila LOCATION: 0 SHEET 16 OF 11 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Wind on Component & Cladding (Walls & Parapets) - ASCE 7 -05 Section 6.5.12.4.4 INPUT from Sheet 1 HEIGHT OF PARAPET, hp = WIND VELOCITY, v = SITE EXPOSURE = IMPORTANCE FACTOR, I = TOPOGRAPHIC FACTOR, Kzt = DIRECTIONALITY FACTOR, Kd = VELOCITY PRESSURE COEFF. Kz = Roof Design height for (qh) _ Parapet Design height for (qh) = 31.50 ft. 85 mph B 1.00 1.00 0.85 0.7104 30.50 ft. 31.50 ft. 5/25/07 p = qp ( GCp -GCpi) (Eq. 6 -24) * * GCpI is not included as the parapet is assumed to be nonporus At top of parapet INPUT from Sheet 2 Effective Wall Wind Area "A" = qp = qp = 306.7 sq.ft. OUTPUT 11.17 psf 11.07 psf At top of parapet for Zones 4 & 5 At roof height for Zones 2 & 3 = Positive pressure from Wall Figure 6-11A to the front of the parapet = Negative pressure from Roof Figure 6-11 B to D to the back of the parapet F-1 = Negative pressure from Wall Figure 6-11A to the front of the parapet Fig 6 -11A Positive Wall Pressure Zones 4 & 5 Positive: Zones 4 & 5 per Fig 6 -11A Negative : Zone 5 per Fig 6 -11A Negative : Zone 4 per Fig 6 -11A Negative : Zone 3 per Fig 6-11 B,C or D Negative : Zone 2 per Fig 6 -11 B,C or D Front Fig. 6 -11B to D Fig 6 -11A Negative Roof Negative Wall Pressure Pressure Zone 2 or 3 Zone 4 or 5 Back Parapet Load Case A Section 6.5.12.4.4 Location Parapet Parapet Parapet Roof comers Roof Components & Cladding Parapet Load Case A Total wind pressure at comers = Total wind pressure not at comers = Parapet Load Case B Total wind pressure at comers = Total wind pressure not at comers = Wall Design @ 307 sq.ft. trib. (Inward) = Wall Design @ 307 sq.ft. trib. (Outward) Wall Design @ 307 sq.ft. trib. (Outward at Corners) pd slg`\ 18.37 psf 18.37 psf .21 psf 15.83 psf Front Not At corners At comers GCp GCp 0.6637 0.6637 -0.9900 - 0.9900 - 0.7874 - 0.7537 Fig 6 -11A Positive Wall Pressure Zones 4 & 5 Parapet Load Case B Section 6.5.12.4.4 Gcp Gcpi * p 0.6637 0.00 7.41 psf -0.7874 0.00 -8.79 psf -0.7537 0.00 -8.42 psf -0.9900 0.00 -10.96 psf - 0.9900 0.00 -10.96 psf 9.34 psf -10.33 psf -10.71 psf } Use for Parapet Design Use for Wall Design Back 6)7/2010 87- 022 -023 ASCE7- 05WindMeth2.xls ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # f1 -02 2_023 PROJECT Co$TCO —Too/44; QE -ROOF DATE 6-7-10 SHEET Ii OF I O BY JR SUBJECT PA(ZkP1 r PARAPET DESIGN vMR %y Mk, 501E105 7HRdu& Siu5 INTO PC (AWL (18.37)(1.0)(1.%) 9.1$516 f4/4 = 11/2,61b-It d= 11,0111 Tlz'( s= 16° T= C = (Ma)(s�d = (1.322.6)06/19 ti 441 16sift, V = (1%.37)06111)= OVA 166 clst3 :.) USE %yn,0 X 0i 54 5iMp544/ 7ITEij 5carws Ta = 600 166 raw] 8, 1/a = y00tb' /Aso) (N41/560) + ("IQ= o,9N <1.0 'v °teA`1( ENENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 5226698 PROJECT # $'7 -022 -023 PROJECT ('dsTCI — Tuvwri4: 12E goOF $ Nt/AC DATE 6- / / -lG SUBJECT P/11241/E7 52/ 1-1410 DE`174it SHEET /g OF IX BY —5K 0 FLASHING & WATERPROOFING PER ARCH, TYP. }' PLYWOOD SHEATHING BATH SIDES w/ 10d x 1}' NAILS 0 6 oc ALL AROUND NEW STUD WALL PARAPET w/ 2x6 STUDS 0 16'oc & 2x6 TOP & DOT. PLATES NEW ROOFING BY OTHERS EXIST. PLYWOOD SHEATHING TYP. WOOD STUD PARAPET DTL. GAF MATERIALS CORPORATION OprVion 1 EverGuard® PVC 6Oniil Membrane .' !LE COPY Information Sheet Quality You Can Trust Since 1886... From North America's Largest Roofing Manufacturer rM RECEIVED JUN 15 2010 PERMIT CENTER � l0, 153 Product Data Sheet EverGuard® PVC 60 mil Membrane Title 24 * Compliant Description GAF EverGuard® PVC 60 mil thermoplastic single -ply membrane systems have been engineered to provide superior long -term performance and enhanced durability. Strong, flexible, EverGuard PVC 60 mil membrane is suitable for use in all types of single -ply systems: Mechanically Attached, Ballast Applied, Fully Adhered. Compared to typical single -ply EPDM, PVC and TPO membranes, GAF EverGuard PVC 60 mil roofing membrane provides the benefits of all three materials in a single membrane: low installed cost, heat welded seams, white reflective color and tear /puncture resistance. Applicable Standards UL approved for use in the construction of Class A, B, or C roofs, FM Approved, ASTM D4434, Type ill, Dade County Product Approval 1. Certain data is provided in MD (machine direction) x CMD (cross machine direction) format. 2. Data is based upon typical product performance, and is subject to normal manufacturing tolerance and variance Nominal Thickness ASTM D -751 0.045" 0.060" Breaking Strength ASTM D -751 Grab Method 200 lbf /in. 320 lbf x 280 lbf Seam Strength ASTM D -638 75% of Breaking Strength >95% (membrane failure) Elongation at Break ASTM D -751 15% 35% x 35% Heat Aging ASTM D -3045 90% Retention of Breaking Strength and Elongation at Break >90% (no significant change) Tear Strength ASTM D -751 8" x 8" Sample 45 lbf 70 lbf x 80 lbf Low Temperature Bend ASTM D -2136 -40 F -40 F Permeance ASTM E -96 Not Established 0.003 Perms Dimensional Change ASTM D -1204 @212 F, 1 hr. 05% (max.) 0.4% Water Absorption ASTM D -750 @ 158 F, 1 week +/ -3% (max.) 0.06% Accelerated Weathering ASTM G -53 UV -B, 8 hr. @70 C condensate. 4 hr. @50 C 5,000 hrs. exposure No visible deterioration @ 7 x magnification No visible deterioration @ 7 x magnification Reflectivity ASTM C 1549 N/A 0.86 Emissivity ASTM E903 N/A 0.88 Product Data Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation eell Weight Half Roll Size zr,.. ming White, Gray & Tan 81 "x80' (540 sq.ft.) 2071bs. 40.5" x 80' (270 sq.ft.) 103 lbs. Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -style and banded Store rolls on their sides on pallets or shelving in a dry area. Membrane rolls are heavy, and are best positioned and installed by at least two people * White Membrane Only 23 Product Data Sheet 11 it TGFU.R1306 - Roofing Systems ONLINE CERTIFICATIONS_ DIRECTORY_ 'Page Bottom See General Information for (Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, INJ'07470 USA TGFU.R1306 Roofing Systems Roofing Systems Page 1 of 49 FILE CO If nol�= ...tai Ap^ R1306 "Ruberoid'20" or "Ruberoid Modified Base Sheet" may be utilized as an 'alternate to TypeG2 base sheets,in'any of the following Classifications. (minimum) gypsum board' or /4 =in. thick (min) G -P Gypsum Corp, "DensDeck ® Roofboard; "'"DensDeck thick minimum � "' "Den §Deck Pnme® Roofboard" or "DensDeck DuraGuard "" Roofboard" may be used in any existing .noncombustible deck Classification. When this is done,'the resulting roofing system_is acceptable for use over combustible (15/32 -in: minimum) iroof decks. However, the butt joints in the gypsum board and G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck 'Prime® Roofboard" or "DensDeck DuraGuard T" Roofboard" are to offset a minimum of 6- in:'with'the butt joints 'in the roof deck: If polystyrene is part of the roof system; it must be placed below the overlayment board, Multiple plies of "GAFGLAS® Ply 4" or "Tri -Ply Ply 4 ", or "Ply16" may be adhered to G -P Gypsum Corp. "DensDeck ®(Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard T" Roofboard" in hot roofing asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent® Eliminator"" Venting Base Sheet ( Nailable)" maybe mechanically attached orlhet mopped over 'noncombustible decks and as a 'recover over existing 'roof systems. " GAFGLAS® Perlite Insulation" may be util¢ed as a cover board over "EverGuard" insulation in any of the following systems. Unless otherwise indicated, the goof insulation is mechanically fastened, 'adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced in any of the following Classfications include "EnergyGuard EPS Insulation ", References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS' WITH HOT ROOFING ASPHALT 'Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or 'Tri =Ply #75 Base Sheet ", or "GAFGLAS® #80 ULTIMA ") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri-Ply Ply 4 ", or "GAFGLAS® Ply 6 ") in the Class A, B or C roof systems Indicated below. The roof deck may first !be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent® Eliminator"" Venting Base Sheet ( Perforated)",or "GAF'Strtavent ®IElirninator "" Venting Base Sheet (Nailable):" Perforated to be loose laid or mopped' and nailable to be mechanically attached granule side down: As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or "Tri =Ply #75 Base'Sheet" or "GAFGLAS® #80 ULTIMA" or "GAF', Stratavent® Eliminator"" Venting !Base Sheet (Nailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or 'Tri -Ply Ply 4" or " GAFGLAS® Ply '6") as the nailed!base ply in the following 'systems. Bottom ply or base sheet may be solid mopped, spot 'mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped o'mechanically fastened. ' "GAFGLAS® Flashing" or' "Ruberoid" may lbe used for flashing In any of the Gass A; B or C systems (listed below, When "perlite "'is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B orC systems listed. RECEIVED JUN 152010 PERMIT CENTER Structural cement fiber building units are considered suitable to be :included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. bio 15 3 http / /database.ui.com /cgi- bin /XYV /terrmplate/LISEXT /1 FRAME /showpage,h"trnl ?name =T... 6/12/20110 TGFU.R 1306 - Roofing Systems Page 2 of 49 The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of i %r -in. minimum gypsum board is an acceptable alternate for insulation overC -15/32 decks. The use of polystyrene insulation board between minimum 3 -in. thick perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite)'is a suitable altemate for polyisocyanurate board 'in the following Class A, B or C systems. "EnergyGuard RA" or "Tapered EnergyGuard RA" or "EnergyGuard Composite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Parma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". " GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS® Flex Ply 6" and "Tri =Ply Ultra- Flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications: Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may ibe surfaced with "Fireshield MB" at 21h to 3 =gal /100= ft2. "Ruberoid 'Dual Smooth" .may be used as an alternate to "Ruberoid Mop Smooth" or' "Ruberoid 20" Class A, 'B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be'used lin'lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or " GAFGLAS® Ply 4" or "Tri -Ply Ply 4" or " GAFGLAS® Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type'Gl or " GAFGLAS® Ply 4" or "Tri -Ply Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: ,--One ply Type G3 "GAFGLAS® Mineral Surfaced Cap''Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet'. 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate; urethane, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more 'plies Type G1 " GAFGLAS® Ply 4" or "Tri -Ply Ply 4 ", "GAFGLAS® 'Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet ". 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One ply Type G2 "GAFGLAS® #75 'Base Sheet" or "Tri -Ply #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply Ply 4" or GAFGLAS® 'Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet ". 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply #75 Base Sheet ". Ply Sheet: — One or more plies Type G1 " GAFGLAS® Ply 4" or "Tri -Ply Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet 6. Deck: C -15/32 Incline: 2 http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R1306 - Roofing Systems Page 3 of 49 Insulation: — One,ormore layers perlite, glass fiber, (polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. ,min (offset a'minimum of 6 -in. ,from plywood deck joints). Base Sheet: — One or'more plies Type G1 or Type G2 or Type G3. Membrane: — One or more Plies 'Ruberoid Torch Smooth" or "Ruberoid Torch Granule" or "Ruberoid'Torch Granule Plus" or "iRuberoid IMop'Smooth" or "Ruberoid IMop Granule" or "Ruberoid Mop 'Plus Granule" or "RoofMatch SBS Modified Granular" or' "Tri -Ply SBS Modified (Bitumen Membrane" or " RoofMatch APP Modified Granular" or "Tri =Ply TP -4G" or "Tri -Ply TP -4" or "Ruberoid Dual Smooth ". Cap Sheet: — Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "TrrPly Mineral Surfaced Cap !Sheet" hot mopped. 7. (Deck: C -15/32 Incline: 2 Insulation (Optional): = One or more layers iperlde'or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite'or wood fiber /polyisocyanurate composite or phenolic, any thickness. Base Sheet: = Two or more !plies Type G2 or Type G3. Ply SheetiOptional): — One or more plies Type Gl: Membrane: = One or more plies' "Ruberoid' Torch Smooth" or "Ruberoid Torch Granule" or "Ruberoid Torch Granule Plus" or "Ruberoid Mop Smooth" or "Ruberoid 'Mop Granule" or "Ruberoid Mop iPlus Granule" or "RoofMatch SBS Modified 'Granular" or "Tri -Ply 'SBS Modified 'Bitumen Membrane" or " RoofMatch APP Modified Granular" or "Tr-Ply TP -4G" or "Tr-Ply TP =4" or "Ruberoid (Dual Smooth ". Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri =Ply Mineral Surfaced Cap Sheet" hot Imopped. 8.'Deck: NC Incline: 2 Insulation Optional): — Perlite or glass fiber or'polyisocyanurate or wood fiber or mechanically fastened, any thickness. Base Sheet: ='One or more ,plies Type G2, " GAFGLAS® #75 Base Sheet" or 'Tri = Ply #75 Base Sheet ": y t: = One or more lies Type G1 "GAFGLAS® PI 4" or PI 'Shee - p - yp y ' Tri- Ply'Ply 4" or "GAFGLAS® Ply 6". Cap Sheet: — Type G3 "GAFGLAS® (Mineral Surfaced ,Cap :Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet" hot mopped. Surfacing: = " "Fireshield MB" applied at 294 to 3.0 -gal. /100 -ft2. 9. Deck: C =15/32 Incline: 1 Insulation (Optional): — One or'more layers perlite or wood fiberor glass fiber oripolyisocyanurate or urethane or perlite /polyisocyanurate composite or, perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, +any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLAS® Ply 4" or "Tri =Ply Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: "EnergyCap Mineral Surfaced Cap Sheet ". 10. Deck: NC Incline: 1 Insulation (Optional): — One or more 'layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 " GAFGLAS® Ply 4" or "Td -Ply Ply 4" or' "GAFGLAS ®IPIy 6 ". Cap'Sheet: _ "EnergyCap Mineral 'Surfaced Cap Sheet. 11. ',Deck: NC Incline: ,2 Base'Sheet: — One ply Type G2 " GAFGLAS® #75 Base Sheet" or "Tri -Ply #75 Base Sheet ", Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "'Tri =Ply Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — "Energycap Mineral Surfaced Cap ,Sheet". 12. Deck: C -15/32 Incline: 1 Insulation: — One or'more layers perlite or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or phenolic, 1 -in. minimum (insulation, joints offset a minimum of 6 -,in. from plywood deck points). Base Sheet: One or more 'plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply Ply 4" or "GAFGLAS® Ply 6" or Type G2 "GAFGLAS® #75 Base Sheet" or "'Tri -Ply #75 Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or 1"Tri -Ply Mineral Surfaced Cap Sheet ". Membrane:— One or more plies ' "Ruberoid Torch'Smooth" or "Ruberoid Torch Granule" or "Ruberoid Torch Granule Plus" or "Ruberoid IMop Smooth" or "Ruberoid IMop Granule" or "Ruberoid' Mop Plus Granule" or " RoofMatch SBS Modified Granular" or "Tri -Ply SBS (Modified (Bitumen Membrane" or "RoofMatch APP Modified Granular" or "Tri =,Ply TP -4G" or "Tri-Ply TP -4" or "Ruberoid 'Dual Smooth ". Cap Sheet: _ "EnergyCap Mineral Surfaced Cap Sheet ". 13. (Deck: C-15/32 Incline: '.1 Insulation (Optional): One or more layers(perlite'or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base :Sheet: = Two or more plies Type G2 " GAFGLAS® #75 Base Sheet ", "Tri=Ply #75 Base 'Sheet ", "or Type G3 "GAFGLAS® Cap Sheet" or "Tri =,Ply Mineral Surfaced Cap Sheet ". Ply Sheet (Optional): — One or more plies Type G1. Membrane: — One or more ,plies "Ruberoid Torch Smooth" or "Ruberoid Torch Granule" or "Ruberoid Torch Granule Plus" or "Ruberoid Mop Smooth" or "Ruberoid Mop Granule" or "Ruberoid Mop Plus Granule" or' "RoofMatch'SBS' Modified Granular" or "'Tri- Ply'SBS Modified Bitumen Membrane" or "RoofMatch APP (Modified Granular" or "Tri -Ply TP -4G" or "Tri -Ply TP -4" or "Ruberoid Dual Smooth ". 1Cap Sheet: — ' "EnergyCap1Mineral Surfaced Cap Sheet ". http: / /database.u!com /cgi- bin /XYV /tempi ate/LISEXT /1 FRAME /showpage.html ?name =T... 6/ 12/2010 TGFU.RI 306 - Roofing System Page 4 of 49 14. Deck: C-15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate perlite /polyisocyanurate composite or wood fiber /polyisocyanurate composite any thickness mechanically or adhered with hot roofing asphalt. Base Sheet: = One ply " GAFGLAS® Stratavent Eliminator Venting Base Sheet" or Type G2 fully adhered with hot roofing asphalt !Ply Sheet: — Two or more plies Type GI or "Ruberoid Mop Smooth" or Ruberoid 20" fully adhered with hot roofing asphalt 1Membrane: — " GAFGLAS® Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt Class B 1. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): — One or more 'layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Two or more plies Type G1 "GAFGLAS Ply 4 ", "Tri =Ply Ply 4 "„ or "GAFGLAS Ply 6" mechanically fastened Cap. Sheet: — Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ", or "Tri -Ply 'Mineral, Surfaced Cap Sheet ", hot mopped. 2: Deck: C -15/32 Incline: 3-1/2 Insulation (Optional): — One or more 'layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Base Sheet: = Two or more plies Type GI or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid Torch Smooth ", "Ruberoid Torch Granule ", "Ruberoid Torch Granule Plus ", "Ruberoid Mop Smooth ", "Ruberoid Mop Granule" or "Ruberoid Mop Plus Granule ", "RoofMatch SBS Modified Granular", "Tri -Ply SBS Modified Bitumen Membrane ", "RoofMatch APP Modified Granular ", "Tri =Ply TP -4G ", or "In-Ply TP -4" or "Ruberoid Dual Smooth ". Cap Sheet: — " GAFGLAS Mineral Surfaced Cap Sheet ", or "Tri -Ply Mineral Surfaced Cap Sheet ", hot mopped. 3. Deck: C -15/32 Incline: 2 -1/2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness: Ply Sheet: = Two or more plies Type G1 "GAFGLAS Ply 4 ", "Tri -Ply Ply 4 ", or " GAFGLAS Ply 6 ". Cap Sheet: — "EnergyCap Mineral Surfaced Cap Sheet ". 4. Deck: C -15/32 Incline: 2 =1/2 Insulation(Optional): = One or more layers perlite or wood fiber or glass fiber or'polylsocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G1 " GAFGLAS Ply 4 ", 'Tri -Ply Ply 4 ", or "GAFGLAS Ply 6" , Type G2 " GAFGLAS #75 Base Sheet ", 'Tri -Ply #75 Base Sheet', or Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet ": Membrane: — One or more plies "Ruberoid Torch Smooth ", "Ruberoid Torch Granule ", "Ruberoid Torch Granule Plus ", "Ruberoid Mop Smooth ", "Ruberoid Mop Granule" or "Ruberoid Mop. Plus Granule ", "RoofMatch SBS Modified Granular ", "Tri -Ply SBS Modified Bitumen Membrane", "RoofMatch APP Modified Granular ", "Tri -Ply TP -4G ", or "Tn -Ply TP -4" or "Ruberoid Dual Smooth ". Cap Sheet: — "EnergyCap Mineral Surfaced Cap Sheet ". Class C 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite or wood ,fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite'or, phenolic, any thickness. Ply Sheet: = Three or more plies Type G1 "GAFGLAS Ply 4 ", "Tri =Ply Ply 4 ", or "GAFGLAS Ply 6 ". Surfacing: _ "Special Roofing Bitumen" applied at 20 -Ibs /100 =ft2.. 1. Deck: C-15/32 COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A Incline: 1/2 Insulation (Optional): = One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLAS Ply 4 ", "Tri -Ply Ply 4 ", or " GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A http: // database. ul. com /cgi- bin/XYV /template/LISEXT/ 1'FRAME /showpage.htm I ?name =T... 6/12/2010 TGFU.R1306 - Roofing Systems Page 5 of 49 1. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber or glass fiber; 2 =in: maximum: Ply Sheet: — Three or more plies Type G1 "GAFGLAS Ply 4 ", "Tri -Ply Ply 4 ", of " GAFGLAS Ply 6 ": Surfacing: — Grundy Industries "al MB Aluminum Roof Coating" applied at 11/2-gal. /100 -ft2. 2. Deck: NC Incline: 1 Insulation (Optional): = One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite'or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet — Three or more plies Type G1 "GAFGLAS Ply 4 ", "Tri -Ply Ply 4 ", or "GAFGLAS Ply 6 ". Surfacing: — "Weather Coat Emulsion" applied at 3 -gal /100 -ft2. 3. Deck: NC Incline: 2 Insulation (Optional): — Polyisocyanurate, perlite, polyisocyanurate /composite, wood fiber and glass fiber, any thickness, mechanically fastened: Base Sheet: — 'One,ply Type G1 or Type G2; mechanically fastened or !hot mopped. Ply Sheet: — One or more plies Type G1 or Type G2, adhered with hot i oofing'asphalt, Surfacing: — "GAF Premium Fibered Aluminum Roof Coating ", applied at 1y2=gal /100 -ft2 or "GAF Weather Coat Emulsion ", applied at 3= ga1/100 =ft2. 4. Deck: NC Incline: 1 Insulation (Optional): — Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base /Ply Sheet: — One or more plies Type G1 or Type G2, hot mopped in place. Coating: — "Fibered Aluminum Roof Coating "" applied at 11 /z -gal. /100 -ft. 5. Deck: NC Incline: 1 Insulation (Optional): — Perlite, glass fiber, polyisocyanurate, wood fiber; mechanically fastened, any thickness. Base /PlySheet: — One or more plies Type G1 or Type G2, fully adhered with either "Ruberoid Modified Bitumen Adhesive" or "Ruberoid Modified Bitumen flashing Cement ". Coating: — "Fibered Aluminum Roof'Coating" applied at 11/2=ga1/100 =ft2. 6. Deck: C 15/32 Incline: 1 Base Sheet: — One or more plies Type G2, mechanically fastened. Ply Sheet: — Three or more plies Type G1, hot mopped in place: Coatings: — "Fibered Aluminum Roof Coating" applied at 1'/2- ga1%100 =ft2. 7. Deck: NC Incline: 1/2 Base Sheet: — Any UL Classified Type G1 or Type G2 base sheet, mechanically fastened. Base Sheet: — Any UL Classified Type G1 or Type G2 base sheet, maximum 2 plies, fully adhered with "Matrix "" 103 Cold Process Adhesive" applied at 2 -gal. /100 -ft2. Surfacing: — "Matrix 322 White Elastomeric Roof Coating" applied at 2 -gal. /100 -R2. 8. Deck: INC Incline: 1/2 Insulation (Optional): — Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLAS Ply 6 ", hot mopped. Surfacing: — "Fireshield MB" applied at 11 to 2 =gal: /100 =ft2: 9. 'Deck: NC Incline: 2 Insulation {Optional): — One or more layers 'perlite, wood fiber, glass fiber, polyisocyanurate, perlite /polyisocyanurate composite, wood fiber /polyisocyanurate composite, anythickness mechanically fastened or adhered with any UL Classified insulation adhesive. Base Sheet: — One ,ply Type G2 "GAFGLAS #75 Base Sheet ", "Tri-Ply #75 Base Sheet ", or "GAFGLAS Ply 6" fully adhered with hot roofing asphalt. Ply Sheet (optional): — Three or more plies Type G1 "GAFGLAS Ply 4 ", "Tri -Ply Ply 4 ", or "GAFGLAS Ply 6" fully adhered with hot roofing asphalt. Surfacing: — Roofing gravel applied at 400 -Ibs /100 -ft2 embedded into a flood coat of hot roofing asphalt or No. 10 White Aggregate applied at a rate of 200-lbs/100-ft2 embedded into "Fire Shield IMB" applied at 2'h - 3 -gal. /100 =ft2. Top Surfacing: — "EnergyCote," 'applied at 1/2 - 1 -gal. /100 -R2. http: / /database.ul.com /cgi - bin/XYV /templ ate/L ISEXTRF RA ME/showpage.htm l ?name =T... 6/12/2010 TGFU.R1306 - Roofing Systems Page 6 of 49 10. Deck: C -15/32 Incline: 2 Barrier Board: = minimum 1/4-in: thick G -P Gypsum Corp. "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuard'" Roofboard" or minimum 1 /4 -in. thick United States Gypsum Corp. "Securock" mechanically fastened with butt joints in the 'barrier board products staggered a minimum of 6 -in. from plywood deck joints. Insulation (optional): — One or more layers, perlite, wood fiber, glass fiber, polyisocyanurate, perlite /polyisocyanurate composite, wood fiber /polyisocyanurate composite, any thickness mechanically fastened or adhered with any UL Classified insulation adhesive. Base Sheet: = Onelply Type G2 "GAFGLAS #75 Base Sheet ",' "Tri -Ply #75 Base Sheet ", or "GAFGLAS PIy 6" fully adhered with hot roofing asphalt. Ply Sheet (optional): — Two or more plies Type G1 "GAFGLAS Ply 4 ", "Tri -Ply PIy 4 ", or "GAFGLAS Ply 6" fully adhered with hot roofing asphalt. Surfacing: — Roofing gravel applied at 400 -Ibs /100 -ft2 embedded into a flood coat of hot roofing asphalt or No. 10 White Aggregate applied at a rate of 200 -Ibs /100 -ft2 embedded into "Fire Shield MB" applied at 21/2 - 3 -gal. /100 -ft2. Top Surfacing: — "EnergyCote," applied at '/z - 1.0 -gal. /100 -ft2. Class B 1. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more (plies Type G1 "GAFGLAS Ply 4 ", "Tri -Ply Ply 4 ",, or " GAFGLAS IPIy 6 ", shot mopped. Surfacing: = Grundy Industries "al MB Aluminum Roof Coating "applied at 11 - gal /100 -ftZ. 2. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three orlmore plies Type G1 "GAFGLAS Ply 4 ", "Tri -Ply Ply 4 ", or "GAFGLAS Ply 6 ". Surfacing: — "Weather Coat Emulsion AF" applied at 11/2- gal/100-ft2. Class C 1. Deck: C-15/32 Incline: Unlimited Insulation (Optional): — One or more layers perlite, wood fiber or glass fiber, 2 -in. maximum. Ply Sheet: = Three or more plies Type G1 "GAFGLAS Ply 4 ", "Tri -Ply Ply 4 ", or " GAFGLAS Ply 6 ". Surfacing: — Grundy Industries "al MB Aluminum Roof Coating" applied at 1'/2- ga1/100 -ft2 or "Weather Coat Emulsion" applied at 3- gal /100 -ft2. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or woad fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or, phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 " GAFGLAS Ply 4 ", 'Tri -Ply Ply 4 ", or "GAFGLAS Ply 6 ". Surfacing: — Grundy Industries'"al MB Aluminum Roof Coating" applied at 11/z -ga1/100 -ft2. 3. Deck: C -15/32 Incline: Unlimited Insulation (Optional): — One or more (layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLAS Ply 4 ", "Tri -Ply Ply 4 ", or "GAFGLAS Ply 6 ". Surfacing: _ "Weather Coat Emulsion" applied at 3 -gal /100 -ft2. FLUID APPLIED COATING SYSTEM 1. Deck: NC Incline: Unlimited Surfacing: _ "Weathercote Low VOC" or "Weathercote" applied at 2 -gal /100 -ft2. SINGLE 'PLY MEMBRANE ROOFING SYSTEMS (MODIFIED BITUMEN) Unless otherwise indicated phenolic insulation may be 'used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid Membrane: http: // database. ul. com /cgi- bin/XYV /template/LISEXT /I FRAME /showpage.htm'l ?name =T... 6/12/20110 TGFU.R1306 Roofing Systems Page 7 of 49 "GAF Premium Aluminum Roof Coating" may be used on any of the following Classifications with 'inclines not exceeding 1 =in: "GAF Weater Coat Emulsion" may be used on any of the following noncombustible Classifications with inclines not exceeding 'h -in. "Ruberoid® Modified Bitumen Adhesive" or Monsey'Corp. "MBA 'Gold" or Karnak "No. 81" adhesives may be used in any of the following noncombustible deck'Classifications. Tropical Asphalt "No. 711 AF" adhesive may be used in any of the following Classifications. " GAFGLAS #80 Premium Base Sheet" may be used in any of the following systems. (Optional) Noncombustible deck classifications are applicable for use over combustible (15/32 in. minimum plywood) decks when 1 -in. (minimum) gypsum board or 1/4-in. (minimum) G =P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard TM Roofboard "are used directly over the deck with all joints staggered 6 -in. (minimum) from plywood joints. A vapor barrier may be optionally installed under all systems utilizing "EverGuard" insulation. "EverGuard" insulation is an acceptable alternate in any polyisocyanurate insulation of the following systems. "GAFGLAS Perlite" may be used as an option over "EverGuard" insulation: " GAFGLAS Str•atavent Perforated Base Sheet "may be utilized as an additional ply in any of the following systems. The following membranes may be used interchangeably within their own group: A. "Ruberoid Torch Granule" or "Ruberoid Torch Granule Plus" or "Ruberoid Torch Granule 1" or "Ruberoid Torch 180" or "RoofMatch APP Modified Granular" or 'Tri -Ply TP -4G ". B. "Ruberoid Mop Smooth" or "Ruberoid SBS Heat Weld Smooth" 6r "Ruberoid 601 Cap Plus" or "Ruberoid 30." C. "Ruberoid Mop Granule" or "Flex PRF" or "Ruberoid Mop Plus Granule" or "Ruberoid SBS Heat Weld Granule" or "Ruberoid SBS Heat Weld Plus" or "RoofMatch SBS Modified Granular" or "Tri -Ply SBS Modified Bitumen Membrane ". D. "Ruberoid Mop 170 FR" or "Ruberoid SBS Dual FR" E. "Ruberoid 30 FR" or "Ruberoid EnergyCap SBS 30 FR" F. "Ruberoid 20" or "Ruberoid SBS Heat Weld 25," G. "Ruberoid Torch FR" or "Brai Supreme Plus APP Granule FR" or "GBSP =250 FR" or "Brai Supreme -APP Granule FR." H. "Ruberoid SBS Heat Weld 170 FR ", "Ruberoid Energy Cap SBS Heat Weld Plus FR" or "Ruberoid SBS Heat Weld Plus FR" I. "Ruberoid Torch Smooth" or "Tn 'Ply TP -4" J. "Ruberoid Mop Smooth" or "Ruberoid 20" or "Ruberoid Dual Smooth" Unless otherwise indicated, the Modified Bitumen (Granule) membrane 'may be surfaced with "Fireshield MB" at 21 to 3.0= ga1/100 -ft2, and the incline of the resultant system would be increased to a 3/4 -in. incline. But if the incline of the Classified system is greater than a 314 -in. incline, the incline of the roofing system would be maintained when surfaced with " Fireshield MB" at 21 to 3.0 -gal /100 -ft2. Unless otherwise indicated "Ruberoid EnergyCap SBS 30 FR" is an acceptable alternate for "Ruberoid 30 FR" or "Ruberoid Mop 170 FR" or "Ruberoid SBS Dual FR" in any applicable Classification. Class A - Ballasted 1. Deck: C -15/32 Incline: 1/4 (NC -2) Insulation: —(Perlite, glass fiber or wood fiber, 3/4 to 11h -in. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — Gravel at 400 -Ibs /100 -ft2, loose laid or concrete blocks, at 10- Ibs /ft2 and spaced not more than 1 /8 -in. 2. Deck: NC Incline: 3 Insulation (Optional): — Perlite, glass fiber or wood fiber, 3 to 11/4-in. Base Sheet (Optional): — Type 15 asphalt organic felt or Type G2: Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — Gravel. 3. Deck: C-15/32 Incline: 1/4 http: // database. ul. com /cgi- bin/XYV /template/LISEXT /l FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R1306 - Roofing Systems Page 8 of 49 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Slip Sheet: — 0.004 in polyethylene (not UL Classified). Surfacing: — 3/4 -in. thick concrete with one layer of No. 10 Summerville Quarry tile (or equivalent) grouted in place, 4. Deck: NC Incline: 2 Insulation (Optional): — Perlite; glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). !Surfacing: —'3/4 to llh =in. diamete'river bottom stone at'1000''fb /100 =ftZ or concrete pavers weighing not less than 10- 1b /1 -ft2 and 'spaced not more than 1 /8'in. Class A - Fully Adhered 1: Deck: NC Incline: 1/2 Insulation (Optional): _= One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule) or "Ruberoid Torch Granule Plus" or "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule" (granule). Surfacing: — Gravel; 400 -Ibs /100 -ft2; loose laid or applied 'in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 Base Sheet (Optional): — Oneor more 'plies Type G1 or Type G2 or Type G3: Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule) or "Ruberoid Torch Granule 'Plus" or "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Coating: — "Karnak No. 97" applied at 11/2 to 3 =gal. /100 =ft2. 3. Deck: NC Incline: 1/4 Insulation (Optional): = One or more layers perlite, wood fiber, glass fiber, any thickness. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3: Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule) or "Ruberoid Torch Granule Plus" or "Ruberoid Mop Granule" or "Ruberoid Mop Plus Granule ". Coating: — "Karnak No. 97" applied at 11 to 3 -gal /100 -ft2. 4. Deck: C -15/32 Incline: 1/2 Insulation: — Oneor more !layers perlite, glass fiber, Ipolyisocyanurate,'urethane, perlite /polyisocyanurate composite, perlite /urethane composite,' phenolic, 1'h -in. minimum thickness (butt joints staggered a 'minimum of 6 -in. form Plywood deck butt joints). Base Sheet: — One or more plies Type G2 or Type G3. Ply Sheet (Optional): One or'more plies Type G1. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule) or "Ruberoid Torch Granule Plus" or "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule." Surfacing: — "Karnak 'No. 97" applied at 11/2 to 3- ga1/100 -ft2. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule) or "Ruberoid Torch Granule Plus." Surfacing (Optional): — Karnak "No. 97" or "169" applied at 1 to 3 gal /100 =ft2 or Grundy Ind: "20 F Emulsion" applied at 3 =gal /100 -ft2. 6. 'Deck: C =15/32 Incline: 1/2 Insulation: One or morellayers perlite, glass fiber, 3/4-in. minimum; polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, 11/2-in. minimum. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One 'or more !plies "Ruberoid Torch" (Smooth or Granule) or "Ruberoid Torch Granule Plus" or "Ruberoid 'Mop" (Smooth or Granule) or''IRuberoid Mop PIus'Granule." Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite. Base Sheet: — Two or more plies Type G2 or Type G3. http: / /database.ul.com /cgi- bin /XYV/ template /LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R1306 - Roofing Systems Page 9 of 49 Ply Sheet (Optional): — One or more plies Type G1: Membrane: — One or more plies "Ruberoid Torch" (Smooth orGranule) or "Ruberoid Torch Granule Plus" or "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule." Surfacing: — "KarnaklNo. 97" applied at 11/2 to 3- ga1/100 -ft2 or gravel. 8. Deck: NC Incline: 1/2 Insulation: — One or more layers perlite; glass fiber, y4 -in: minimum polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite; i'/2 in. minimum. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule) or "Ruberoid Torch Granule Plus" or "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule." Surfacing: — Grundy "AL MB Aluminum Roof Coating" applied at 1 to 2 -gal /100 -ft2. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): = One or more layers perlite; glass fiber, 3/4 -in: minimum; polyisocyanurate; urethane, perlite /polyisocyanurate Composite, perlite/urethane composite; phenolic; 11/2 in: minimum. Base Sheet: = One or more plies Type G2 "GAFGLAS #75 Base Sheet "; or "Tri -Ply #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: — One or more plies Type G1 " GAFGLAS Ply 4 ", "Tn -Ply Ply 4 ", or " GAFGLAS Ply 6 ", hot mopped in place. Membrane: — "Ruberoid IMop 170 FR" or' "Ruberoid SBS Dual FR" or "Ruberoid Mop FR ". Surfacing — (Optional): "GAF Fibered Aluminum Coating" applied at 1' -gal /100 -ft2 or "GAF Weather Coat Emulsion" applied at 3= gal /100 -ft2. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, polyisocyanurate, urethane or perlite /polyisocyanurate composite. Base Sheet: — One or more layers Type G2 " GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet" or Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral. Surfaced Cap Sheet" hot mopped or mechanically fastened. Ply Sheet (Optional): = One or more plies Type Gi, hot mopped in place. Membrane: — "Ruberoid Mop 170 FR" or "Ruberoid SBS Dual FR" or "Ruberoid Mop FR." 11. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, polyisocyanurate, urethane or perlite /polyisocyanurate composite, butt offset a minimum of 6 -in. from plywood deck joints. Base Sheet: — One or more plies Type G2 "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet" or Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet ", hot mopped or mechanically 'fastened. PIy Sheet (Optional): = One orimore plies Type G1, hot mopped in place. Membrane: — One ply "'Ruberoid Torch Smooth" or "Ruberoid Mop Smooth "" or "Ruberoid Dual Smooth." Membrane: — One ply 'Ruberoid 1Mop'170 FR" or "Ruberoid SBS':Dual FR" or "Ruberoid ,Mop !FR." 12: Deck: NC Incline: 1 Insulation (Optional): — Perlite, fiber glass, wood fiber, polyisocyanurate, urethane or perlite /polyisocyanurate composite. Base Sheet: — One or more layers Type G2 " GAFGLAS #75 Base Sheet" or "Tn =PIy #75 Base Sheet" or Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -PIy Mineral Surfaced Cap Sheet ", hot mopped or mechanically fastened. PIy Sheet (Optional): — One or more plies Type G1 hot mopped in place. Membrane: — One ply "Ruberoid ''Mop 170 FR" or "Ruberoid SBS(Dual FR" or "Ruberoid Mop FR." 13. Deck: NC Incline: 1/2 Insulation (Optional): — 'Perlite, fiber glass; wood fiber, polyisocyanurate, urethane or perlite /polyisocyanurate composite. Base Sheet (Optional): — One or more plies Type G2 or Type G3 base sheet, hot mopped or mechanically fastened. PIy Sheet (Optional): — One or more plies Type G1, hot mopped in place: Membrane: — One ply "Ruberoid Torch Smooth" (smooth) or "Ruberoid Mop Smooth" or "Ruberoid Dual Smooth." Membrane: — One ply "Ruberoid Mop 170 FR" or "Ruberoid:SBS Dual FR" or "Ruberoid Mop 'FR ": 14. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, polyisocyanurate, urethane or perlite /polyisocyanurate composite, any thickness. Base Sheet: — One or more plies Type G1 "GAFGLAS Ply 4" or "Tri -PIy PIy 4" or " GAFGLAS Ply 6" or Type G2 "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet" hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 11/2- gal /100 -ft 2. Membrane: — One ply "Ruberoid Mop 170 FR" or "Ruberoid SBS Dual FR" or "Ruberoid 1Mop FR" hot mopped or adhered with Karnak Chemical "No. 81" or Gibson-Homan "No: 6160" eold'applied adhesive applied 'at 11/2-ga'I /100 =ft2. http: / /database.0 I.com /cgi - bin/XYV /templ ate/LISEXT/ 1 FRAME /showpage.htm 1 ?name =T... 6/12/2010 TGFU.R1306 - Roofing Systems Page 10 of 49 15. Deck: C -15/32 Incline: 1/2 Insulation (Optional): = Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: — One or more plies Type G2 "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet" hot mopped or mechanically fastened. Membrane: — One or more plies "Ruberoid 30 FR" or "Ruberoid EnergyCap SBS 30 FR" hot 'mopped in place. 16: Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Polyisocyanurate; wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: — One or more plies Type G2 "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet" hot mopped be mechanically fastened. Ply Sheet: — One or more plies "Ruberoid 20" or "Ruberoid Dual Smooth" hot mopped in place. Membrane: — One or more plies "Ruberoid 30 FR" or "Ruberoid EnergyCap SBS 30 FR" hot mopped in place. 17. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Fiber glass or perlite,'methanically fastened. Base Sheet: = One or more plies Type G2 hot mopped or mechanically fastened. Ply Sheet: Two or 'more 'plies Type G1 hot mopped or mechanically fastened. Membrane: — "Ruberoid 30" or "Ruberoid Modified Cap Sheet'601 ", hot mopped 'in place. Surfacing: — Karnak Chemical "Karnak No. 97 Fibrated AluminumAsphalt Roof Coating" or "Karnak No. 97 Asbestos free Aluminum ,Roof Coating" applied at 1 to 2- ga1/100 -ft2. 18. Deck: NC Incline: 1/4 Insulation (Optional): — Polyisocyanurate, perlite, glass fiber or wood fiber, 2 -in. maximum. Base Sheet: — Type 15 asphalt organic felt or Type G2, mechanically fastened or adhered With hot roofing asphalt: Membrane: _ "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roof Coating" applied at 1 to 2 -gal /100 -ft2, 19. Deck: C-15/32 Incline: 1/4 Insulation: — Two layers glass fiber (butt joints in insulation offset a minimum of 6 -in. from plywood deck butt joints, 1 -in: each. Base Sheet: — Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: = Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" at 1 to 2 -gal /100 -ft2. 20. Deck: NC Incline: 1/4 Membrane: _ "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — Karnak Chemical "Karnak 'No. 97 Fibrated Aluminum Asphalt Roof Coating" applied at 1 to 2 -gal /100 -ft2. 21. Deck: NC Incline: 1/2 Insulation (Optional): — Perlite, wood fiber or glass fiber, 1 -in. maximum, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: — Type 'G2 or "Flex Base 60" (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: — "Ruberoid Torch Granule 1" heat fused. Surfacing: — Monsey'Products "Endure Aluminum Roof Coating" or "Weather Check" or "Pro - Grade. Aluminum Roof Coating" applied at 11/2- gal /100 -ft2. 22. Deck: NC Incline: 1/2 Insulation (Optional): — 'Perlite, wood fiber, glass fiber or polyisocyanurate /urethane board, 2 -in. maximum, mechanically fastened. Base Sheet: — Type G2, 'mechanically fastened or adhered with hot roofing asphalt. Membrane: _ "Ruberoid Torch Granule 1" (modified bitumen), heat fused. Surfacing: — Monsey Products "Dura - White" or "Endure White Elastomeric RoofCoating" or "Pro -Grde White Elastomeric Roof Coating" applied at 3 -gal /100 -ft2. 23. Deck: NC Incline: No limitation Insulation (Optional): — Polyisocyanurate, urethane, glass fiber, perlite, wood fiber, any combination in any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: — Type G2, mechanically fastened. Membrane: — "Ruberoid Torch Granule 1" heat fused. Surfacing: — "Tuff -Corp" field mixed insulating coating composed of 6 -2/3 ft3 of perlite, 7-lb of "TC =500 Masterbatch ", 94-lb Portland cement and 17-gal of waterspray applied to minimum 1 -in. http : / /database.ul.com /cgi= bin /XYV/ template /LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU:R 1.306 = Roofing Systems Page 11 of 49 24. Deck: C -15/32 Incline: No limitation Insulation (Optional): — Po'lyisocyanurate, urethane, glass fiber, perlite, any combination in any thickness, mechanically fastened. Base sheet: — Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: — "Ruberoid Torch Granule 1" heat fused, Suirfacing: — "TuffCorp" field mixed insulating coating composed of 6-2/3 ft3 of perlite, 7-lb of "TC-5001Masterbatch" 94-lb Portland cement and 17-gal of water spray applied to minimum 1/2-in. 25. Deck: NC Incline: 1/2 Insulation (Optional): — Glass fiber, perlite, wood fiber, 1 -in. maximum, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: = Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: — "Ruberoid Torch Granule 1" (modified 'bitumen), heat fused. Surfacing: — (Henry "No. 229 Asphalt Emulsion" at 1 =gal /100 -ft2 or GEO Industries "No. 929 Aluminum Emulsion" at 1 -gal /100 -ft2: 26. Deck: NC Incline: 1/2 Insulation: — Polyisocyanurate, glass fiber, perlite; wood fiber, hot mopped or mechanically fastened any thickness. Base Sheet: = Type G2, mechanically fastened or hot mopped. Membrane: _ "Ruberoid Torch Granule 1" heat fused in place. Surfacing: — Henry, '"Henry 520 Aluminum" applied, at 1' /2-gal /100 -ft2. 27. Deck: NC Incline: 1/2 Insulation (Optional): = 'Polyisocyanurate, glass fiber,,perlite, wood fiber, any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: — Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen), heat fused. Surfacing: — National Varnish "ALUM -A -GARD Fibered Aluminum Roof Coating" applied at 1' -gal /100 =ftz. 28. Deck: NC Incline: 1/2 Insulation (Optional): — Polyisocyanurate, glass fiber, perlite, wood fiber, any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: — Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: _ "Ruberoid Torch Granule 1" (modified bitumen), heat fused. Surfacing: — Henry "Henry 520 Aluminum" applied at 1' /z- gal /100 -ft2. 29. Deck: NC Incline: 1/2 Insulation (Optional): — Polyisocyanurate, glass fiber, perlite, wood fiber, any combination, any thickness, mechanically fastened. 'Base Sheet: — Type G2, mechanically fastened. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen), heat fused in place. Surfacing: — "ALUM -A -GARD Fibered Aluminum Roof Coating" or "ALUM -A -GARD Nonfibered Aluminum Roof Coating" applied at 11/2- gal /100 -ftz 30. Deck: C -15/32 Incline: 1/4 Insulation: — Two layers glass fiber (butt Joints in insulation staggered a minimum of 6 -in. from plwood deck joints), 1 -in. each. Base Sheet: — Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: = Gibson - Homans "Black Jack 5176 Fibered Aluminum Roof Coating" or "PC 401 Fibered Aluminum Roof Coating" applied at 2- gal /100 -ft2 31. Deck: NC Incline: 1/4 Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — Gibson - Homans "Black Jack 5176 Fibered Aluminum 'Roof Coating" or "PC 401 Fibered Aluminum Roof Coating" applied at 2- gal /100 -ft2 32. Deck: NC Incline: 1/2 Insulation (Optional): = Polyisocyanurate; glass fiber, perlite, wood fiber, any thickness, mechanically fastened or adhered with hot roofing asphalt. Base ,Sheet: — Type 'G2, mechanically fastened 'or adhered with hot roofing asphalt. 'Membrane: —' "Ruberoid Torch Granule 1" (modified bitumen), heat fused. Surfacing: — Gibson-Homans "Black, Jack' 5176 Fibered Aluminum Roof Coating" or "PC 401 Fibered Aluminum Roof Coating" applied at 2- http: // database. ul. com /cgi -bin/X YV/templ ate/LIS EXT/1F RA ME/showpage.htm 1 ?name =T... 6/12/2010 TGFU.R1306 - Roofing Systems Page 12 of 49 gal/ 100 - ft 2 33. (Deck: NC Incline: 1 Insulation (Optional): — Perlite or glass fiber, maximum 1 -in. thick, mechanically fastened or mopped asphalt. Base Sheet: = One ply Type G2, mechanically fastened or mopped with asphalt. Ply Sheet (Optional): — One or more plies Type G1 or Type G2, mopped with asphalt. Membrane: — "Ruberoid Torch Granule 1" heat fused. 34. Deck: NC Indine: 1/2 Insulation (Optional): — Polyisocyanuiate, perlite or glass fiber, any thickness: Base Sheet: = One ply Type G2, mechanically fastened or hot mopped. Ply Sheet (Optional): = One or more plies Type G1 or Type G2, hot mopped: Membrane: — "Ruberoid Torch Granule 1" (modified bitumen), heat fused. 35. Deck: NC Incline: 3 Insulation (Optional): — Any UL Classified insulation except EPS, any thickness, mechanically fastened. Base Sheet: — Type 'GI or Type G2, mechanically fastened or hot mopped. Membrane: — "Ruberoid® UltraClad' "" (modified bitumen) (heat fused. 36. Deck: 15/32 Incline: 'Unlimited Base Sheet: — One or more plies Type G2, mechanically fastened. Ply Sheet: — Type G1 or Type G2, mechanically fastened or hot mopped. Membrane: — " Ruberoid® UltraClad` "" (modified bitumen) heat fused. 37: Deck: NC Incline: 1/2 Base Sheet: — One or more layers "GAFG Glass # 75" or "Tri -Ply #75 Base Sheet" or Type G1 or Type G2, hot mopped or mechanically fastened. Membrane: — "Ruberoid Mop Granule" hot mopped in place. 38: Deck: NC Incline: 1/2 Insulation (Optional): = One or more layers perlite, glass fiber, polyisocyanurate, perlite /polyisocyanurate composite, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite, phenolic; any thickness. Base Sheet: — One or more plies Type G1 or Type G2, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1, hot mopped or mechanically fastened. Membrane: — One or more plies "Ruberoid Mop Smooth" or "Ruberoid Dual Smooth ". Surfacing: — "Weathercote Low VOC" or "Gray MB Plus" applied at 2 -,gal /100 -ft2. 39. Deck: INC Incline: 1/2 Insulation (Optional): —One or more layers perlite, glass fiber, polyisocyanurate, iperlite /polyisocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite; any thickness. Base Sheet: — Type G2 "GAFGLAS #75 Base Sheet" or `Tri =Ply #75 Base Sheet" mechanically fastened 'or hot mopped. Ply Sheet (Optional): — Type G1, hot mopped. Membrane:— "Ruberoid Plop 170 FR" or "Ruberoid SBS Dual FR" or "Ruberoid'Mop'FR" Ihotmopped. Surfacing: — "Weathercote Low VOC" or "Gray MB Plus" applied at 2 -gal /100 -ft2. 40. Deck: NC Incline: 1 Insulation (Optional): — One or more layers perlite, glass fiber, polyisocyanurate, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite, any thickness. Base Sheet: — Type G2 "GAFGLAS #75 Base Sheet" or 'Tri =Ply #75 Base Sheet" mechanically fastened or hot mopped. Ply Sheet (Optional): — Type G1, hot mopped. Membrane: — "Ruberoid Mop 170 FR" or "Ruberoid SBS Dual FR" or "Ruberoid Mop FR ", hot mopped: Surfacing: — "Weathercote" applied at 2- gai /100=ft2. 41. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, polyisocyanurate, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite, any thickness. Base Sheet: — 'Type G2 '"GAFGLAS #75 Base Sheet" or 'Tri -Ply #75 'Base Sheet ", mechanically fastened Ply Sheet: — Type G2 "GAFGLAS #75 Base Sheet ", or' "Tri-Ply #75 Base Sheet" fully adhered with "Matrix*" 102 SBS Membrane. Adhesive" http: / /database.ul:com /cgi- bin /XYV /template/LISEXT /1 FRAME /showpage.html ?name =T::: 6/12/2010 TGFU.R1306 - Roofing Systems Page 13 of 49 applied at 2 -gal /.100 -ft2 (Membrane: — "Ruberoid Mop 170 FR" or "Ruberoid SBS Dual FR" or "Ruberoid Mop FR" fully adhered with "Matrix'" 102 SBS Membrane Adhesive" applied at 2- gal /100 -ft2. 42. Deck: C-115/32 Incline: 1/2 Insulation Optional): — One or more layers perlite, glass fiber, polyisocyanurate; perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite, any thickness. Base Sheet: — Type G2 "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet" mechanically fastened. Ply Sheet: Type 'G2 "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet" fully adhered with "Matrix " 102 SBS Membrane Adhesive" applied at'2 -ga'I /100 -ft2 Membrane: — "Ruberoid Mop 170'FR" or "Ruberoid SBS Dual iFR" or "Ruberoid Mop FR" fully adhered with "Matrix '102T'" SBS Membrane Adhesive" applied at 2- gal /100 -ft2: 43. Deck: NC Incline: 1/2 Base Sheet: — One or more plies Type G2 "GAFGLAS #75 Base Sheet ", 'Tri-Ply #75 Base Sheet" or Type G1 or Type G2, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more (plies "Ruberoid 20" or "Ruberoid Dual Smooth" hot mopped or, mechanically attached: Membrane: — "Ruberoid 30 ", hot mopped in place. 44. Deck: NC Incline: 1 Insulation (Optional): — One or more layers perlite, glass fiber, (polyisocyanurate, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite, (phenolic, any thickness. Base Sheet: — One or more plies Type G1 orG2 " "GAFGLAS #75 Base Sheet ", or "Tri -Ply #75 Base Sheet ", mechanically fastened. PIy Sheet: Two or more pilesType G1, " GAFGLAS Flexply 6" or "Tri =Ply Ultra= Flexible Ply 6" fully adhered with "Matrix "" 103 Cold Process Adhesive" adhesive applied at 2- gal /100 -ft2 Surfacing: — No. 11 mineral granules adhered with "'Matrix "" 103 Cold 'Process adhesive" adhesive applied at 2 =gal /100 =ft2 45. Deck: NC Incline: 1/2 Insulation (Optional): — Wood fiber, glass fiber or perlite; ' /z -,in. min thickness over any UL Classified insulation, any combination, any thickness. Base Sheet: — One or more plies "Liberty MA Base Sheet" mechanically fastened. Cap Sheet: = One 'ply "Liberty FR SBS Self = Adhering CO Sheet" or "Ruberoid SA Cap FR Sheet" self adhered. 46. Deck: C= .15/32 Incline :'.1 /2 Base Sheet Type G2 " GAFGLAS #75" Base Sheet, or "Tel-Ply #75 Base ,Sheer, ;mechanically fastened. Base Sheet One or more plies "Liberty MA (Base Sheet",, mechanically' fastened. Cap Sheet: — " Liberty FR SBS Self - Adhering Cap Sheet" or "Ruberoid SA Cap IFR Sheet" self adhered. 47. Deck: NC Incline: 1 Insulation (Optional): — Any UL Classified polyisocyanurate, perlite, wood fiber, glass fiber any thickness. Base Sheet: — One or more plies Type G2 "GAFGLAS #751 Base'Sheer, or "Tri -Ply #75 Base Sheet ", ;mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1 "GAFGLASIPIy 4" or "Tri -Ply' Ply 4 ", or " GAFGLAS Ply 6" mechanically fastened or hot mopped. Membrane: — "Ruberoid EnergyCap Torch PIus FR" or "Ruberoid lEnergyCap Torch Granule FR" heat fused. 48. Deck: NC -Incline: 1 Insulation (Optional): — Any IUL Classified polyisocyanurate, 'perlite, wood fiber, glass fiber any thickness. Base Sheet: = One or more plies Type G2 "GAFGLAS #75 Base Sheet" or "Tri'Ply #75 Base Sheet" mechanically fastened. Ply Sheetl(Optional): ='One or more plies Type G1 "GAFGLAS Ply 4" or "Tri -Ply Ply 4" or " "GAFGLAS PIy 6 ", mechanically fastened orlhot mopped. Membrane: — "Ruberoid' 301 FR" or "Ruberoid EnergyCap SBS 30 FR" hot mopped. ;Surfacing: — "EnergyCote "applied at 0.6 -gal. /100 -ft2 49. Deck: C =15/32 Incline: 1 Primer: — "Fire Out" applied at 1 -gal /100 -ft2. Base Sheet: — One ply Type G2 " GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet ", mechanically fastened. Membrane: — "Ruberoid Torch Granule" or "Ruberoid Torch Granule 1" or "Ruberoid Torch Granule Plus" or "Ruberoid Torch FR" heat fused. http : / /database.ul.com /cgi= bin /XYV /templ ate/LIS EXT /1 FRAME/showpage.htm l ?name =T... 6/12/2010 TGFU.R1306 - Roofing Systems Page 14 of 49 50. Deck: C -15/32 Iodine: 1/2 Primer: — "Fire Out" applied at 1 -gal /100 -ft2: 'Base Sheet: — One ply Type G2 " GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet" mechanically fastened: Ply Sheet (Optional): — One ply Type G1 or Type G2, mechanically fastened. Membrane: — "Ruberoid Torch Granule "or "'Ruberoid Torch Granule 1 "or "Ruberoid Torch Granule Plus" or "Ruberoid Torch FR" heat fused. 51. Deck: NC Incline: 1/2 Insulation (Optional): — Minimum 'h =in. wood fiber, median ically fastened. Slip Sheet (Optional): 7_1 ply "StormSafe" mechanically fastened: Base Sheet: — One ply "Liberty SBS Self-Adhering Base /Ply Sheet" or "Ruberoid SA Base /Ply Sheet" self adhered. Membrane: =One ply "Ruberoid SBS Heat Weld 170 FR" or "Ruberoid 30 FR" or "Ruberoid EnergyCap SBS 30 FR" or "Ruberoid SBS Heat Weld Plus FR" heat fused. 52. 'Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Any UL Classified, any thickness, mechanically fastened. Barrier Board: — minimum ' /2 -in. thick gypsum board or minimum 1/4-in. thick G -P Gypsum Corp. "DensDeck ® Roofboard" or "DensDeck Prime® Roofboard" or " DensDeck DuraGuard '" Roofboard" mechanically fastened: Base Sheet: — One ply "Liberty SBS Self- Adhering Base /Ply Sheet" or "Ruberoid SA Base /Ply Sheet" self adhered. Membrane: — One ply "Ruberoid SBS Heat Weld 170 FR" or "Ruberoid 30 FR" or "Ruberoid EnergyCap SBS 30 FR" or "Ruberoid SBS Heat Weld Plus FR" heat fused. 53: Deck: NC Incline: 1 Primer: = "'Fire Out" applied at 1 -gal /100 -ft2. Base Sheet (Optional): — One 1ply "LibertylMA Base Sheet ", mechanically fastened. Ply Sheet — One ply "Liberty SBS Self- Adhering Base /Ply Sheet" or "Ruberoid SA'Base /Ply Sheet" self adhered. Cap Sheet: — One ply "Liberty FR SBS Self - Adhering FR Cap Sheet" or "Ruberoid SA Cap 'FR Sheet" self adhered. 54. Deck: C -15/32 Incline: 1/2 Primer: — "Fire Out" applied at 1 -gal /100 -ft2: Slip Sheet (Optional): — 1 ply "StormSafe" mechanically fastened: Base Sheet (Optional): = One ply "Liberty MA Base Sheet", mechanically fastened. Ply Sheet — One ply "Liberty SBS Self-Adhering Base /Ply'Sheet" or "Ruberoid SA Base /Ply Sheet" self adhered. Cap Sheet: — One ply "Liberty FR SBS Self-Adhering FR Cap Sheet" or '`Ruberoid SA Cap FR'Sheet" self adhered. 55. Deck: NC Incline: 1 Insulation (Optional): — Perlite, fiber glass, polyisocyanurate, urethane or perlite /polyisocyanurate composite, offset a minimum of 6 -in. from butt joints in plywood roof deck. Base Sheet: — One or more plies Type G2 "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet" or Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1; hot mopped in place. Membrane: — One ply "Ruberoid Torch Smooth" or "Ruberoid Mop Smooth" or "Ruberoid Dual Smooth." Membrane: — One ply "Ruberoid IMop FR ". 56. Deck: NC Incline: 1 Insulation (Optional): = Polyisocyanurate, wood fiber, perlite, glass fiber, any thickness, hot mopped or mechanically fastened. Base Sheet: — One or more plies Type G2 "GAFGLAS #75 Base Sheet ", or "Trt-Ply #75 Base Sheet ", mechanically fastened. Ply Sheet: — One or more plies "Ruberoid 20" or "Ruberoid Dual Smooth" hot mopped in place. Membrane: — One ply "Ruberoid SBS Heat Weld ,Plus FR" or "Ruberoid SBS Heat Weld 170 FR" heat welded in place. 57. Deck: C -15/32 Incline: 1/2 Base Sheet: = Two er more plies Type G2 "GAFGLAS #75 Base Sheet" or "Tn -Ply #75 Base Sheet" mechanically fastened. Membrane: — One ply "Ruberoid SBS Heat Weld Plus' FR" or "Ruberoid SBS Heat Weld 170 MFR ".heat welded in place. 58. Deck: NC Incline: 1/2 Base Sheet: —' "Ruberoid Mop Smooth" or "Ruberoid Dual Smooth" hot mopped or "Ruberoid SBS Heat Weld Smooth" heat welded. Membrane: — "Ruberoid SBS Heat Weld Plus FR" or "Ruberoid SBS Heat Weld 170 FR" heat welded. 59. Deck: NC Incline: 1/2 http: / /database.0 l.com /cgi - bin /XYV /tempi ate/L ISEXT /1 FRAME /showpage.htm 1 ?name =T:.. 6/12/2010 TGFU.R1306 - Roofing Systems Page 15 of 49 Insulation (optional): — Polyisocyanurate, uniform thickness of tapered minimum 1' /2 -in. 1mechanically'fastened or adhered with OMG Inc. "Olybond Fastening System" Barrier Board: — 'Minimum 'thick GP G yp sum Corp. "DensDeck® Roofboard" or "DensDeckiPrimep'Roofboard" or "DensDeck DuraGuard'" Roofboard" or minimum 1 /4 -in. thick United States Gypsum Corp. "Securock" mechanically fastened or adhered with OMG Inc. "Olybond Fastening System" Base Sheet: = 1 ply "Liberty SBS Self- Adhering Base /Ply'Sheet" or "Ruberoid SA Base /Ply 'Sheet" self adhered PIy Sheet: — 1 ply "Rubberoid'SBSlHeat Weld 25" heat fused Membrane: — 1 ply "Ruberoid '585 Heat Weld PIus1FR" or "Ruberoid SBS Heat Weld 170 FR" heat fused 60. Deck: C -15/32 Incline: 1/2 Insulation (optional): — Polyisocyanurate, uniform thickness of tapered minimum 11h -in, mechanically fastened or adhered with OMG Inc: "Olybond Fastening System" Barrier Board: — Minimum ' /4 -in. thick GP Gypsum Corp. "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuard'" Roofboard" or minimum 1/4-in. thick United States Gypsum Corp. "Securock" with all butt Joints in the barrier board staggered 'a minimum of 6 -in. from plywood deck butt joints mechanically fastened or adhered with OMG Inc. "Olybond Fastening System" Base Sheet: — 1'ply "Liberty SBS Self- Adhering Base /Ply Sheet" or "Ruberoid SA Base/Ply Sheet" self adhered PIy Sheet: — 1 ply "Rubberoid'SBS Heat Weld 25" heat fused Membrane: — 1 ply "Ruberoid SBS Heat Weld Plus FR" or "Ruberoid SBS Heat Weld 170 FR" heat fused 61. Deck: C -15/32 Incline: 'h Barrier 'Board: — Minimum thick GP Gypsum Corp. "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or' "DensDeck DuraGuard'" Roofboard" or minimum 1 /4 -in. thick United States Gypsum Corp. "Securock" with 'all butt joints in the barrier board staggered a minimum of 6 -in. from plywood deck butt joints mechanically fastened Base Sheet: — 1 ply "GAFGLASS #75 Base" or "Tri -Ply #75 Base Sheet" mechanically fastened Membrane: = 1 !ply "Ruberoid Torch iFR" (heat welded 62. Deck: NC Incline: 2 Insulation (Optional): — One or more layerslperlite, wood fiber, glass fiber, polyisocyanurate, perlite /polyisocyanurate composite, wood fiber / polyisocyanurate composite, any thickness mechanically fastened or adhered with any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 '"GAFGLAS #75 Base Sheet "or "Tri=ply #75 Base Sheet ", or "GAFGLAS Ply 6" fully adhered with hot roofing asphalt. Ply Sheet (optional): — Three oramore plies Type G1 '"GAFGLAS Ply 4" or "Tri -Ply Ply 4 ", or " GAFGLAS 1Ply 6" fully adhered with hot roofing asphalt. Membrane (optional): — "Ruberoid Mop Plus Granule" or "Ruberoid Mop Granule" or "Ruberoid 30" or "Ruberoid 30 FR" or "Ruberoid EnergyCap SBS 30 FR" or "Ruberoid Mop Smooth" or "Ruberoid Mop 170" or "Ruberoid Mop 170 FR" or "Ruberoid Dual Smooth" fully adhered with hot roofing asphalt or "Ruberoid SBS Heat Weld 170 FR" or "Ruberoid 5135 Heat Weld 'Plus FR" or "Ruberoid SBS Heat Weld Smooth" heat fused Surfacing: — Roofing gravel applied at 400-lbs/100-ft2 embedded into a flood coat of hot roofing asphalt or No. 10 White Aggregate applied at a rate of 200 -Ibs /100 -ft2 embedded into "Fire Shield MB" applied at 21/2 - 3 -gal. /100 -R2. Top Surfacing: — "EnergyCote," applied at 0.5 = 1:0 -gal. /100 -ft2. 63. Deck: C -15/32 Incline: 2 Barrier Board: — minimum ' /4 =in. thick G -P Gypsum Corp. "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuard'" Roofboard" or minimum 1 /4 -in. thick United States Gypsum Corp. "Securock" mechanically fastened with butt joints in the barrier board products staggered a minimum of 6 -in. from plywood deck joints Insulation (optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, perlite /polyisocyanurate composite, wood fiber /polyisocyanurate composite, any thickness mechanically fastened or adhered with any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS #75 Base Sheet" or "Tri =Ply #75 Base Sheet" or "GAFGLAS Ply 6" fully adhered with hot roofing asphalt. Ply Sheet (optional): — Two or more plies Type G1 "GAFGLAS Ply 4" or "Tri- Ply 'Ply 4" or "GAFGLAS Ply 6" fully adhered with hot roofing asphalt. Membrane (optional): _ "Ruberoid Mop Plus Granule" or "Ruberoid Mop Granule" or "Ruberoid 30" or "Ruberoid 30 FR" or "Ruberoid EnergyCap SBS 30 FR" or "Ruberoid Mop Smooth" or "Ruberoid Mop 170" or "Ruberoid Mop 170 FR" or "Ruberoid Dual Smooth" fully adhered with hot roofing asphalt or "Ruberoid SBS Heat Weld 170 FR" or "Ruberoid SBS Heat Weld Plus FR" or "Ruberoid SBS Heat Weld Smooth" heat fused. Surfacing: — Roofing gravel applied at 400 -Ibs /100 -ft2 embedded into a flood coat of hot roofing asphalt or No. 10 White Aggregate applied at a rate of 200 -Ibs /100 -ft2 embedded into "Fire Shield MB" applied at 21h - 3 -gal. /100 -ft2. Top Surfacing: — "EnergyCote," applied at 0.5 - 1.0 -gal. /100 -ft2. 64. Deck: NC Incline: 11/2 Insulation (Optional): — Polyisocyanurate, wood fiber, perlite, glass fiber, any thickness, hot mopped or mechanically fastened. Cover Board: — ' -in. thick wood fiber -board mechanically fastened. Slip Sheet (optional): — One ply "StormSafe" mechanically fastened. Base Sheet: — 1 ply "Liberty SBS Self- Adhering Base /Ply Sheet" or "Liberty SA Base /Ply Sheet" self adhered Membrane: — "Ruberoid Torch FR" or "Ruberoid SBS Heat Weld Plus FR" or "Ruberoid SBS Heat Weld 170 FR" or "Ruberoid Torch Plus FR." http : / /database.ul.com /cgi - bin/XYV /tempi ate/L ISEXT/ 1 FRAME /showpage.htm I ?name =T... 6/12/2010 TGFU.R1306 - Roofing Systems Page 16 of 49 65: Deck: C -15/32 Iodine: 1/2 Base Sheet: — Two plies Type G2, "GAFGLAS #75 Base Sheet ", or "Ruberoid 20" or "Ruberoid Dual Smooth" fully adhered with hot roofing asphalt. Ply Sheet (optional): — One or more plies Type G1 or Type G2 or "Ruberoid SBS Heat Weld Smooth." Membrane: — "Ruberoid SBS Heat Weld 170 FR" or "Ruberoid SBS Heat Weld 'Plus FR" heat fused 66. 'Deck: NC Incline: 1/4 Insulation (optional): = Polyisocyanurate, wood fiber, glass fiber or perlite mechanically fastened, any combination; any thickness. Base Sheet: = 1 ply "Ruberoid SA Base /Ply Sheet" self - adhered 1embrane: = 1 ply "Ruberoid SA Cap :FR" self - adhered Class B —Fully Adhered 1. Deck: C-15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Base Sheet:— Two or more plies GAF Type G1 or Type G2 or Type G3 base sheet, hot mopped or mechanically fastened in place. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus" '`Ruberoid Mop" (Smooth or Granule) or "Ruberoid ;Mop Plus Granule". Surfacing: — Karnakt‘lo. 97 applied at 1 -1/2= gal /i00-ft2 2. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — One or more plies Type G2 or Type G3. Ply Sheet (Optional): = One or more plies Type G1. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule) or "Ruberoid Torch Granule Plus" or "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule." Surfacing: — Karnak "No. 97" applied at 1 -1/2 to 3-ga1/100 -ft2 3. Deck: NC Incline: 1 Insulation (Optional): — 'Perlite or wood fiber or glass fiber or polyisocyanurate /urethane board, .2 in. maximum, mechanically fastened oradhered with hot roofing 'asphalt. Base Sheet: — Type G2 or' "Intec Modified Base" (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: — "Ruberoid Torch Granule 1" (modified 'bitumen), heat fused. Surfacing: — Henry ' "Dura - White" or "Endure White Elastomeric Roof Coating" or "Pro -Grade White Elastomeric Roof Coating" applied at 3- gal /100 -ft2 4. Deck: C= 15/32 Incline: 1/2 Base Sheet: — Two plies Type G2 nailed or adhered with hot roofing asphalt. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen), heat fused. 'Surfacing: = Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating' applied at 1 -1/2 -gal /100 -ft2 5. Deck: NC Incline: 1/2 Insulation (Optional): — Glass fiber �r perlite or wood fiber, 1 -in. maximum, mechanically fastened or adhered with hot roofing asphalt: Base Sheet:— Type G2 mechanically fastened or adhered with hot roofing asphalt. Membrane: _ "Ruberoid Torch Granule 1" (modified bitumen), heat fused. Surfacing: — Henry "No. 523 Fibered Aluminum" applied at 1 to 2 =ga1/100 -ft2 or GEO Industries "No. 923 Fibered Aluminum" applied at 1 to 2 -gal /100 fie 6. Deck: C -15/32 Incline: 1/4 Base Sheet: = Type G2, mechanically fastened. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen), heat fused. Surfacing: = National Varnish "ALUM- A -GARD Fibered Aluminum Roof Coating" applied at 1- 1 /2 -gai /100 =ft2 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Any thickness, one or more layers UL Classified perlite or glass fiber or polyisocyanurate or polyisocyanurate /composite or Partek Insulation "PAROC" roof insulation. http:// database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R1306 Roofing Systems Page 17 of 49 Base Sheet: = One or more plies Type G2: Membrane: — One or more plies "Ruberoid Torch Granule 1" (modified bitumen), heat fused. Surfacing: — Fields "F530 Heat Shield Aluminum Coating" or "F630 Heat Shield Fibered Aluminum Coating" applied at'1 -12 =gal /100 -fie 8. Deck: NC Indine: 1/2 Insulation (Optional): — Glass fiber or perlite or wood fiber, 1 -in. maximum, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: = Type G2 mechanically fastened �r adhered with hot roofing asphalt. Membrane: _ "Ruberoid Torch Granule 1" (modified bitumen), heated fused. Surfacing: — Gibson- Homans "Black Jack 5176 fibered Aluminum Roof Covering" or 'PC 401 Fibered Aluminum Roof Coating" applied at 2 -gal/ 100 -ftz 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Perlite or glass fiber, minimum 1 -in. thick or polyisocyanurate, 2 -in, thick minimum. Base Sheet: — One ply Type G2 mechanically fastened or hot mopped. Ply Sheet (Optional): — One or more plies Type G1 or Type G2 hot mopped. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen) heat fused. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Polyisocyanurate or glassfiber or perlite, any thickness, mechanically fastened. Base Sheet: — Type G2 "GAFGLAS #75 Base Sheet" or 'Tri -Ply #75 Base Sheet ", mechanically fastened or adhered with hot roofing asphalt. Ply Sheet (Optional): = One or more plies Type G1 or "Tough Ply IV" or "Ultra Ply VI," adhered with hot roofing asphalt. Membrane: — "Ruberoid Mop 170 FR" or "Ruberoid SBS Dual FR" or "Ruberoid Mop FR." 11. Deck: C- 15/32 Incline: 1/2 Base Sheet: — "Ultra Base" mechanically fastened. Membrane: —' "Ruberoid Mop 170 FR" or "Ruberoid SBS Dual FR" or "Ruberoid Mop FR." 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): = One ormore layers perlite or glass fiber or polyisocyanurate or perlite /polyisocyanurate composite or (perlite /urethane composite or wood fiber /polyisocyanurate composite, 'any thickness. Base Sheet: One or more plies Type G2 'mechanically fastened 'or 'hot mopped. Ply Sheet (Optional): — One ormore plies Type G1 mechanically fastened or hot mopped. Membrane: — One or more plies "Ruberoid Mop Smooth" or "Ruberoid Dual Smooth" adhered with "Ruberoid MB Adhesive" applied at 2- ga1/100 -ft2 Surfacing: — "Weathercote Low VOC" or "Gray MB Plus" or "Weathercote" applied at 2 -gal /100 -ft2: 13. Deck: C -15/32 Incline: 1/2 Base Sheet: = One or more plies "Liberty MA Base Sheet" mechanically fastened to the deck, inverted. .Base Sheet: — One ply "Liberty SBS Self- Adhering Base /Ply'Sheet" or "Ruberoid SA Base /Ply Sheet" self adhered. Cap Sheet: = One ply "Liberty SBS Self- Adhering Cap Sheet" or "Ruberoid SA Cap Sheet" or "Ruberoid 'SA Cap 'FR Sheet" self adhered. 14. Deck: C -15/32 Incline: 1/2 Base Sheet: — One or more (plies "Liberty MA Base:Sheet" mechanically fastened. Cap Sheet: — "Liberty FR SBS Self- Adhering Cap Sheet" or "Ruberoid SA Cap FR Sheet" self - adhered. 15. Deck: C -15/32 Incline: 1/2 Base Sheet: — One or more plies Type G2 " GAFGLAS No. 75" base sheet or 'Tri-Ply #75 Base Sheet" mechanically fastened. Ply Sheet: — One or more plies Type G1 "GAFGLAS Ply 4" or "Tri -Ply Ply 4" or "GAFGLAS Ply 6" hot mopped. Membrane: — "Ruberoid EnergyCap Torch Plus FR" or "Ruberoid EnergyCap Torch Granule FR" heat fused. 16. Deck: C-15/32 Incline: 1/2 Insulation (optional): = Minimum 2 -in. thick polyisocyanurate mechanically fastened with the butt joints in the insulation staggered a minimum of 6 -in. from plywood deck joints. Base Sheet: — One ply Type G2 "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet" or "GAFGLAS Ply 6" fully adhered with hot roofing asphalt. Ply Sheet: — Two ormore plies Type G1 "GAFGLAS Ply 4" or "Tri -Ply Ply 4" or "GAFGLAS Ply 6" fully adhered with hot roofing asphalt. Membrane (optional): — "Ruberoid Mop Plus Granule" or "Ruberoid Mop Granule" or "Ruberoid 30" or "Ruberoid 30 FR" or "Ruberoid http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T.:: 6/12/2010 TGFU.R1306 - Roofing Systems Page 18 of 49 EnergyCap SBS 30 FR" or "Ruberoid Mop Smooth" or "Ruberoid Mop 170" or "Ruberoid Mop 170'FR" or "Ruberoid Dual Smooth"'fully adhered with hot roofing asphalt or"Ruberoid'SBS Heat Weld 170 FR" or"Ruberoid SBS 'Heat Weld Plus FR" or"Ruberoid'SBS Heat Weld Smooth" heat fused. Surfacing: — Roofing gravel applied' at 400 -Ibs /100 -ft2 embedded 'into a flood coat of hot roofing asphalt or No, '10 White Aggregate applied at a rate of 200 -Ibs /100 =,ft2 embedded into "Fire Shield lMB" applied'at2Yi to3=gal %100 =ft2. Top Surfacing: "EnergyCote "'applied at 0.5 to 1 -gal /100 -ft2. Class C - !Fully Adhered 1. Deck: 15/32 Incline: 2 'Insulation: — One or more layers perlite, wood fiber, glass fiber, Ipolyisocyanurate, urethane, perlite /polyisocyanurate composite, prelite /urethane composite, wood fiber / polyisocyanurate composite; phenolic, any thickness: Base Sheet:= One or more plies Type G2 or Type G3, Ply Sheet (Optional): —One or more ,plies Type G1. 'Membrane: _ One or more Plies '"Ruberoid Torch" (Smooth or Granule) or "Ruberoid Torch Granule (Plus" or "Ruberoid Mop" (Smooth or Granule) or "!Ruberoid Mop Plus Granule ". Surfacing: — Karnak "No. 97" applied at 3- gal /100 -ft2 2. Deck: 15/32 Incline: 2 Base Sheet: —'One or more plies Type G2 or Type'G3. PIy Sheet (Optional): — One or more plies Type G1. Membrane: = One or'more iplies "Ruberoid Torch" (Smooth or Granule) or "Ruberoid Torch Granule Plus",. Surfacing: = Grundy Ind. "20 F Emulsion" applied at3 =gal /100 =ftz 3. Deck: NC Incline: 1/2 Insulation (Optional): — Polyisocyanurate, any thickness, must be covered with min 1 /2'in.lperlite, glass fiber or wood fiber. Insulation: = One or more layers perlite, glass' fiber or wood fiber, any 'thickness. 'Base Sheet (Optional): = One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ",, "Ruberoid Mop Granule" or " RuberoidlMop Plus Granule ". Surfacing (Optional): = Karnak "NO:'97" or "No: 169" at 1 to3- gal /100 -ft2 or Grundy Ind, "20 F Emulsion" applied at 3 -gal /100 =ft2 4. Deck: 15/32 Incline: 1 Insulation: — One or more layers perlite or 'wood fiber or glass fiber or polyisocyanurate or 'urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber / polyisocyanurate composite or 'phenolic, any thickness. Base Sheet: — One ormore plies Type G2 or Type G3, Ply Sheet (Optional): — One or more plies Type G1. Membrane:!—One or more plies "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop Granule" or ' "Ruberoid Mop Plus Granule ". Surfacing: = Grundy Ind. "20 FlEmulsion "'applied at'3 =gal /100 -ft2. 5. Deck: !NC Incline: 1/2 'Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. 'Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule) or "Ruberoid Torch Granule Plus" or "Ruberoid Mop Granule" or "RuberoidlMop Plus'Granule." 6. Deck: 15/32 Incline: 2 Insulation: — One or more 'layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, prelite/urethane composite, wood fiber / polyisocyanurate composite, phenolic, any thickness. Base Sheet: _ One or more plies Type G2 "GAFGLAS #75 Base Sheet ", "'Tri -Ply #75 Base !Sheet" or Type 1G3 "GAFGLAS Mineral Surfaced Cap'Sheet" or 'Tri -Ply Mineral Surfaced Cap Sheet" mechanically attached with above insulation. Membrane: — One ply "Ruberoid !Mop !170 FR" or "Ruberoid SBS (Dual FR" or 'Ruberoid 'FR" fully adhered in a uniform application of Karnak "1No. 81" or Gibson -Homan No. 6160 -900' applied at 1 to 2= gal /100 -ft2 Surfacing: — !Karnak "No. 97" applied' at 3 -,gal /100 -ft2 7. Deck: 15/32 Incline: 2 Base Sheet: — One or more plies Type G2 "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet" or Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri- Ply'Mineral Surfaced Cap Sheet." Ply Sheet: — (Optional) One or more plies Type G1. 'Membrane: — One or more plies "Ruberoid Mop 170 FR" or "Ruberoid SBS 'Dual FR" or "Ruberoid Mop FR" fully adhered In a uniform application orKarnak "No. 81" or Gibson -Homan No. 6160 -900 applied at 1 to,2 -gal /100 =ft2 Surfacing: — Grundy Ind. '"20 IF" emulsion applied at 3 -,gal /100 -ft2 http: / /database.ul:com /cgi - bin/XYV /tempi ate/LISEXT/ 1 FRAME /showpage:htm l ?name =T::: 6/12/2010 'TGFU.R1306 - Roofing Systems Page 19 of 49 8. Deck: 15/32 Incline: i Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane'or perlite /polyisocyanurate composite or perlite %urethane composite or wood fiber /polyisocyanurate composite or phenolic, any'thickness. (Base Sheet: — One or more plies Type G2 " GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet" or Type G3 '"GAFGLAS Mineral Surfaced Cap'Sheet" or "Tri =Ply Mineral Surfaced Cap Sheet." 'Membrane: : — One or more plies "Ruberoid Mop 170'FR" or 'Ruberoid SBS 'Dual FR" or"Ruberoid Mop FR" fully adhered in a uniform application of1Karnak "No: 81" or Gibson= Hornan I■o: 6160 -900 applied at 1 to r2- ga1/T00 -ft2 Surfacing: Grundy Ind:' "201F emulsion applied at3= gal /100 =ft2 9. Deck: NC Incline: 1/2 Base Sheet: = One or more plies Type G1 " GAFGLAS Ply 4" or "Tri -Ply Ply 4" or " GAFGLAS IPIy 6" or Type G2 "GAFGLAS #75 Base Sheet" or "Tri -Ply #75'Base Sheet" or Type G3 "GAFGLAS :Mineral :Surfaced 'Cap Sheet" or"Tri -Ply Mineral Surfaced Cap Sheet." Membrane: — One or more plies "Ruberoid Mop 170 FR" or "Ruberoid SBS Dual FR" or "Ruberoid Mop FR" fully adhered in a 'uniform application of Karnak "No. 81" or'Gibson- Homans' "6160 -900" applied at 1 tot -gal /100 -ft2 10. Deck: C -15/32 Incline: 1 Insulation (Optional): — Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: — One'ormore plies "Ruberoid 20" or Type G2 "GAFGLAS #75" base sheets or "Tri -,Ply #75 Base Sheet" or "Ruberoid Dual Smooth" hot mopped or mechanically fastened. Membrane: — One or more plies "Ruberoid 30" or "Ruberoid Modified Cap Sheet 601 ", hot mopped in place. 11. Deck: C =18/32 Incline: 1/2 Insulation (Optional): ='Perlite, glass fiber or wood'fiber, 2 -in. maximum. Base Sheet: — Type '15 asphalt organic felt or Type 'G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen), heat fused. Surfacing:'— Karnak Chemical "Karnak No. 97" Fibrated Aluminum Asphalt Roof Coating applied' at 11/2=gal /100=ft2 12, Deck: C -15/32 Incline :'2 Base Sheet: — Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: — "Ruberoid Torch 'Granule 1" (modified' bitumen), heat fused. 13. Deck: C -15/32 Incline: 1 Insulation (Optional): — Perlite, fiberboard, high- density fiberboard, polyisocyanurate, perlite /polyisocyanurate, fiberboard /polyisocyanurate. Base Sheet: — One or more plies "GAFGLAS #75 Base'Sheet" or "Tri -Ply #75 Base Sheet" 'or' "GAFL.AS #80 Premium Base Sheet" or "GAF 'Stratavent Eliminator Venting Base Sheet (Nailable)" or'Ruberoid Modified IBase'Sheet, Ruberoid 20" 'or "Ruberoid Dual Smooth." Ply Sheets (Optional): —'One or more plies " GAFGLAS Ply 4" or "Td -Ply Ply 4" or"GAFGLAS Ply 6" or " GAFGLAS Flex Ply 6" Of- Ultra-Flexible Ply 6." Cap Sheet: — "Ruberoid Torch Smooth" or "Ruberoid Torch Granule" or "Ruberoid Torch Granule Plus" or "Ruberoid Mop Smooth" or "Ruberoid Mop'Granule" or "Ruberoid Mop Plus Granule" or " GAFGLAS Mineral Surfaced 'Cap Sheet" or "Tn -Ply Mineral Surfaced Cap'Sheet" or "Ruberoid :Dual Smooth." 14. (Deck: C- 115/32 Incline: 1 Insulation (Optional): — 'Perlite; wood fiberboard, polyisocyanurate,,perlite /polyisocyanurate , fiberboard /polyisocyanurate, hot mopped or mechanically fastened. Base Sheet: — One or more plies "GAFGLAS #75 Base Sheet" or "Tri -Ply #751Base Sheet" or "GAFGLAS #80 Premium Base Sheet" 'or "GAF' Stratavent Eliminator Venting Base Sheet (Nailable)" or "Ruberoid Modifed Base Sheet" or "Ruberoid 20" or "Ruberoid Dual Smooth" mechanically fastened. PIy Sheet: = One or more plies "GAFGLAS Ply 4" or "Tri -PIy :PIy '4" or " GAFGLAS Ply 6" or " GAFGLAS Flex !Ply 6" or "Tri -Ply Ultra =Flexible Ply '6" hot mopped. Cap Sheet: — "Ruberoid Torch Smooth" or "Ruberoid 'Torch 'Granule" or "Ruberoid Torch Granule Plus" or "Ruberoid Mop Smooth" or "Ruberoid Mop Granule" or "GAFGLAS Mineral Surface Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet" or "Ruberoid Dual Smooth." 15. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers perlite or glass fiber it polyisocyanurate or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite, any thickness. Base Sheet: — One or more ',plies Type G1 or Type G2, mechanically fastened or hot mopped. Ply Sheet (Optional): — One or more plies Type G1, mechanically fastened or hot mopped. Membrane: — One or more ,plies `Ruberoid Mop Smooth" or "Ruberoid Dual Smooth :" Surfacing: — "Weathercote "'applied at '2 -gal /100 ft2. http : // database. u1; com /cgi- bin/XYV /template/LISEXT/ 1 FRAME /showpage.htm l ?name =T... 6/12/2010 TGFU.R 1306 - Roofing Systems Page 20 of 49 16. Deck: NC Incline: 1/2 Insulation (Optional): —One or more layers perlite, glass fiber, polyisocyanurate, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber / polyisocyanurate composite, phenolic, any thickness. Base Sheet: — One or more plies Type G1 or Type G2, mechanically fastened or hot mopped. Ply Sheet (Optional): — One or more plies Type G1; mechanically fastened or hot mopped. Membrane: — One or more plies "Ruberoid Torch Smooth" Heat used . Surfacing: _ "Weathercote Low VOC" or "Weattiercote" applied at 2 -gai /100 -ft2. 17. Deck: C 15/32 Incline: 1/2 Slip Sheet (Optional): — 1 ply "StofmSafe" mechanically fastened. Base Sheet: — One or more plies "Liberty SBS Self- Adhering Base /Ply Sheet" or "Ruberoid SA Base /Ply Sheet" self - adhered. Cap Sheet: — One or more plies "Liberty SBS Self- Adhering Cap Sheet" or "Ruberoid SA Cap Sheet" or "Ruberoid SA Cap FR Sheet" self - adhered. 18. Deck: NC Incline: 1/2 Primer: — "Fire Out" applied ''at 1 -gal /100 -ft2. Insulation: — Polyisocyanurate, perlite, glass fiber or wood fiber, 2- in, 'maximum, hot 'mopped or mechanically fastened: Slip Sheet (Optional): — 1 ply "StormSafe" mechanically fastened Base Sheet (Optional): —One ply "Liberty MA Base Sheet" mechanically fastened: Ply Sheet: — One ply "Liberty SBS Self- Adhering Base /Ply Sheet" or "Ruberoid SA Base /Ply ,Sheet" self adhered. Cap'Sheet: — One ply "Liberty FR SBS Self- Adhering Cap Sheet" or "Ruberoid SA Cap Sheet" or "Ruberoid SA Cap FR Sheet" self adhered. SINGLE PLY MEMBRANE ROOFING SYSTEMS (TPA, PVC and TPO) Unless otherwise indicated, "EverGuard SR" membranes used in systems are mechanically fastened with large head metal or plastic fasteners with an on- center spacing of 18 -in. and maximum 2 -in. from membrane's edge. Adjacent sheets are lapped 4 -in., covering fasteners. Laps are then heat - sealed. The "EverGuard EGFB" (TPA) membranes are fully adhered with hot roofing asphalt. Class A - Ballasted 1. Deck: C -15/32 Incline: 2 Insulation: — Polystyrene, polyisocyanurate, polyurethane, kraft -faced glass fiber, perlite, wood fiber, gypsum board, any thickness, laid loosely. Slip Sheet (Optional): — Glass fiber reinforced kraft paper. 'Membrane: — "EverGuard PVC ", 50 - 80 mil laid loosely. Surfacing: — River bottom stone ('/2 to 2. 2 =in. diameter) 1000 -Ib /100 -ft2 or crushed stone ('h to 3/4-in.) at 900 -Ibs /100 -ft2 minimum, or concrete blocks (10- Ib /ft2) spread not'more than 1 /8 -in. apart, or "STYROFOAM" panels surfaced with 3 /8 -in. (maximum) concrete mortar (panels to be abutted together). 2. Deck: NC Incline: 3 Insulation: — a) Polystyrene, 2 -in. maximum, b) polyisocyanurate, any thickness, laid loosely. Membrane: — "EverGuard SR" or "EverGuard EGFB," (TPA) 40 -100 mil, laid loosely. Surfacing: — River bottom stone (Ya 1'h -in. diameter) at 1000 -Ib /100 -ft2'or concrete roof pavers. Class A - Fully Adhered 1. Deck: NC Incline: 1 -1/2 Gypsum Board: = ih =in., mechanically fastened. Membrane: — "EverGuard EGFB" (TPA) 40 -100 mil. 2. Deck: NC Incline: 2 Gypsum Board (Optional): — 1/2-in., mechanically fastened. Insulation: — Johns Manville "ENRGY 1G" or Firestone Building Products "ISO 95+ GL" or Apache Building Products "Pyrox White Line ", any thickness. Membrane: — "EverGuard EGFB" (TPA) 40 -100 mil. 3. Deck: NC Incline: 1 -1/2 http : // database. ul. com /egi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU:R 1306 - Roofing Systems Page 21 of 49 Gypsum Board (Optional): — 'h -in., mechanically fastened: Insulation: — Rmax Inc. "Thermaroof'Plus -3 ", any thickness. Membrane: — "EverGuard EGFB" (TPA) 40 -100 mil: 4. Deck: C -15/32 Indine: 3 -1/2 Insulation (Optional): � Polyisocyanurate; extruded or expanded polystyrene, any thickness. Barrier Board: = Minimum 'h in: thick gypsum wallboard or minimum 1 /4 =in: G =P Gypsum Corp: "DensDeck ® .Oofbbard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard '" Roofboard". Membrane: — "EveiGuaFd EGFB" (TPA) 40 =100 mil. 5. Deck: NC Incline: 2 -1/2 Insulation: — Celotex 'Thermax'Hy- Tec ", any thickness. Membrane: — "EverGuard EGFB" (TPA) 40 =100 mil. 6. Deck: NC Incline: 2 Insulation: — Celotex "Hy -Therm AP ", any thickness. Membrane: — "EverGuard EGFB" (TPA) 40 =100 mil. 7. Deck: NC Incline: 2 Insulation: — Johns Manville "ENRGY 1G" or Atlas Roofing "ACFoam II" or Rmax Inc. "Thermaroof Plus-3" or "Multi- Max -3" any thickness. Membrane: — "EverGuard EGFB" (TPA) 40 -100 mil. 8. Deck: NC (Concrete) Incline: 1 Insulating Concrete (Optional): — Deck covered with one of the following insulating concretes (poured in place): Cellular; vermiculite; perlite, gypsum or structural: Membrane: _ "EVerGuard EGFB" (TPA) 40 -100 mil: 9. Deck: Structural Cement Fiber Unit Incline: 2 Insulation (Optional): — One or more of the following or combinations, any thickness: Johns Manville "ENRGY 1G" or Rmax Inc: 'Thermaroof Plus =3" or "Multi - Max -3" or Atlas Roofing "ACFoam I" or "ACFoam II Membrane: — "EverGuard EGFB" (TPA) 40 -100 mil. 10. Deck: NC Incline: 2 Vapor Retarders (Optional, not UL Classified): — (1) 6 mil polyethylene, (2) Kraft or (3) Kraft laminate. Insulation: — One or more of the following or combinations; mechanically fastened, any thickness: Rmax "Multi Max" or Atlas Roofing "ACFoam II" or Johns Manville "ENRGY 1G ". Membrane: — "EverGuard EGFB" (TPA) 40 -100 mil. 11. Deck: NC Incline: 2 -1/2 Vapor Barrier (Optional): — Polyethylene or polypropylene, any thickness. Insulation: 'Celotex Corp: "Hy -Therm AP" 2 in. thick maximum. Membrane: — "EverGuard EGFB" (TPA) 40 =100 mil: 12. Deck: C -15/32 Incline: 2 Barrier Board: — Gypsum wallboard; 'h in. minimum; butt joints in wallboard staggered a minimum of 6 -in: from plywood decks butt joints. Insulation: — Johns IManville "ENRGY 1G" or Atlas Roofing "ACFoam II" or Rmax'Inc.'"Thermaroof Plus -3" or ' "Multi- Max -3 ", any thickness. Membrane: — "EverGuard EGFB" (TPA) 40 -100 mil. 13: Deck: NC Incline: 1 Insulation (Optional) : — Polyisocyanurate, any thickness, mechanically fastened or hot mopped. Ply Sheet (Optional) = One or more plies Type G1 or Type G2, hot mopped. Membrane: — EverGuard "EGFB" (TPA) 40 -100 mil, hot mopped. 14. Deck: NC Incline: 1 http : // database. ul. com /cgi - bin/XYV /template/L IS EXT/1FRA ME/showpage.htm l ?name =T... 6/12/2010 TGFU.R11306 - Roofing 'Systems Page 22 of 49 Insulation: — Polyisocyanurate, any thickness, mechanically fastened. Cover Board: — Perlite, any thickness; hot mopped. Ply Sheet: — One of more 'plies ' "Ruberoid(Mop Smooth" or 9Ruberoid Dual Smooth" hot mopped in place. Membrane: — 'EverGuard "EGFB" (TPA) 40 -100 mil. hot mopped. 15. Deck: NC Insulation: — One of the following, any thickness: 1. `1EhergyGuard" 2. 9EnergyGuard'RA" 3. Firestone Building :Products "ISO 95+ GL" 4. Atlas Roofing "ACFoam II" Incline: -1 Membrane: — "EverGuard PVC SR" 40 =80 m'il adhered with "EverGuard #2331 Bonding Adhesive "applied at 1- ga1/60 -R2= 16. Deck: 'C-15/ 32 Incline: Unlimited Insulation: = Any'UL Classified insulation, any thickness. Barrier Board: = minimum 1/4-in. thick G -P Gypsum Corp: " DensDeck ®Roofboard," ` "DensDeck Prime® Roofboard" or "DensDeck DuraGuard ' "'Roofboard" (butt joints in barrier'board staggered 'a minimum of 6-in, from butt joints of the 'plywood deck) Membrane: = "'EverGuard PVC SR ", 40 =80 mil adhered with "EverGuard #2331 Bonding. Adhesive "applied at 1= gal /60 ft2 17. Deleted: 18: Deck: NC Incline: 1/2 19. Deleted. 20. Deleted. 21. Deleted. 22. Deck: NC Insulation: = Atlas Roofing 'ACFoam II ", "EnergyGuard RA", wood fiber; glass fiberor perlite, any thickness. Membrane: _ "EverGuard TPO" 45- 80'mil,'fully adhered With "TPO Bonding Adhesive ", +applied at 60 -R2 /gal: Incline: 1/2 Insulation: — Atlas Roofing Corp. "'ACFoam II" or " EnergyGuard RA" or wood fiber or glass fiber or perlite, any thickness. Membrane: =' "EverGuard TPO" 45 -80 mil, fully adhered with "EverGuard H2O Bonding Adhesive" applied at 120 =R.2 /gal. '23. Deck: NC Incline: 1/4 Insulation: — IFirestone''Building Products "ISO 95+ GL ", " "EnergyGuard ", wood fiber, glass fiber or perlite, any thickness. Membrane: — "EverGUard'TPO" 45 -80 mil, fully adhered with "EverGuard H2O Bonding Adhesive" applied at 120 -R:2 /gal: 24. Deleted. 25. Deck: NC Incline: 2--1/2 Membrane: — One (layer 'EverGuard TPO FB 450 Ultra ", "EverGuard TPO FB 600 Ultra" or"1EverGuard TPO FB 800 Ultra ", adhered With ",EVerGuardL -i 0 !Bonding Adhesive" applied at 120 -ft.2 /,gal. 26. Deck: NC Incline: 2 -1/2 (Membrane: — One layer "EverGuard'TPO FB 450 Ultra ", " EverGuard TPOIFB 600 Ultra" or "EverGuard TPO FB 800 'Ultra" adhered with ITW -TACC "TACC 636" applied 'at 120 -ft2 /gal: 27. Deleted. 28. Deck: ANC Incline: 1 Membrane: — One layer "EverGuard TPO 'FB 450 Ultra ", "EverGuard TPO FB 600 Ultra" or "EverGuard TPO FB 800 Ultra ", hot mopped or mechanically fastened. http: / /database.ul.com /cgi - bin/XYV /ternplate/LIS EXT/ 1 FRAME/showpage.htm'1 ?name =T... 6/12/2010 TGFU.R1306 = Roofing Systems Page 23 of 49 29. Deck: NC Mond: 3/4 Insulation (Optional): Any UL Classified polyisocyanurate; wood fiber, glass fiber, orperlite any thickness. Base Sheet: = One or more plies Type G1 or Type G2 or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)"; mechanically fastened. Ply'Sheet (Optional): One or more plies Type 'Gl '"GAFGLAS Ply 6 ", hot mopped or mechanically fastened. Membrane: — Two or 'More plies "Ruberoid 20" or "Ruberoid'Dual Smooth" or'three or more plies Type G1 "GAFGLAS" Ply 6 ", hot mopped. Membrane: — "EverGuard TPO F8" or "600 Ultra" or "800 Ultra" or "EverGuard IEGFB" 40 = 100 mil (TPA), hot mopped or mechanically fastened. 30. Deck: C -15/32 Incline: 3/4 Insulation: =,Any UL Classified polyisocyanurate, minimum 3 in. thick. Base Sheet:— One or'more plies Type G1 or Type G2 or' "GAF Stratavent Eliminator Venting Base Sheet (Nailable) ",'mechanically fastened. Ply Sheet (Optional): — One or more plies Type GI "GAFGLAS Ply 6 ", hot mopped or mechanically fastened. Membrane: — Two or more plies "Ruberoid 20" or "Ruberoid 'Dual Smooth" or three or more plies Type'Gl "GAFGLAS Ply 6 ", hot mopped. Membrane: _ "EverGuard TPO FB" '6- '600 Ultra" or'' "800 Ultra" or 7EverGuard iEGFB" 40 -100 mil (TPA), hot mopped or mechanically fastened. 31. Deck: NC Incline: 3/4 Insulation (Optional):_— 'Wood fiber, glass fiber, Iperlite, ' -in. thick minimum. Membrane: = One ply 'EverGuard TPO FB" or "450 'Ultra" or "600 Ultra" or "800 Ultra" Ihot!Mopped or mechanically fastened. 32. Deck: NC Incline: 1/2 Insulation (Optional): =Minimum 1 /1 =in. thick wood fiber over any 'UL Classified polyisocyanurate, any thickness. Membrane: — "EverGuard Freedom TPO" 45, 60 or 80 -mil self adhered. 33. Deck: NC Incline: 2 Membrane: — "EverGuard Freedom TPO" 45, 60 or 80 -mil self adhered. 34. Deck: C -15/32 Incline: 2 Insulation (Optional): = Any UL' Classified,' any thickness. Barrier Board: — Minimum ' /4 -in. thick G -P Gypsum Corp. "DensDeck ® Roofboard, " ' "DensDeck Prime® Roofboard" or "DensDeck DuraGllard r" Roofboard" Membrane:— "EverGuard Freedom TPO" 45, 60 or'80 -mil self adhered. 35. Deck: NC Incline: 1/4 9y '9oInsulation (Optional): — Atlas Roofing Corp. "'ACFoam,Id" or "Ener Guard RA" orhns Man "ENRGY Inc. Snc. "ENRGY 3" or EnergyGuard'RN" or Firestone Building Products "ISO 95+ GL" or "EnergyGuard" or wood fiber or glass fiber or perlite, any thickness. Slip Sheet (Optional): = 1 ply "StormSafe" mechanically fastened Membrane: — "EverGuard Freedom TPO" 45, 60 or 80 -mil self adhered. 36. Deck: C -15/32 Incline: 2 -1/2 Barrier Board: — G -P Gypsum Corp. "DensDeck ® Roofboard,' " DensDeck Prime® Roofboard" or "DensDeck DuraGuard Roofboard", with all butt joints in barrier board staggered a minimum of 6-in. from butt joints 'in 'plywood deck. Membrane: — "EverGuard Freedom TPO" 45, 60 or 80 -mil self adhered. 37. Deck: NC Incline: 1/2 Insulation (Optional): — Atlas Roofing "ACFOam II" or " (EnergyGuard RA ", any thickness. Membrane: _ "EverGuard 'Freedom TPO" 45, 60 or 80 -mil self adhered. 38 Deck: C-15/32 Incline: 1 Primer: — "Fire Out" applied at 1 -gal /100 -ft2 Base Sheet (Optional): —One ply'Type'G2, mechanically fastened. Slip Sheet (Optional): — One ',ply "StormSafe" or Atlas Roofing Corp. "FR -10" or "FR -50" or Elk Corp. "VersaShield 1S" or "VersaShield 2S" mechanically fastened. http: / /database.ul.com /cgi= bin/XYV /tempt ate/LISEXT /1 FRAME/showpage.htm 1 ?name =T... 6/12/2010 TGFU.R1306 - Roofing Systems Page 24 of 49 Membrane: _ "EverGuard Freedom TPO" 45,160 or 80- mil self adhered. 39. Deck: NC Incline: 1/4 Insulation: — Firestone Building Products "ISO 95+ GL" or. Atlas Roofing Corp. "ACFoam II" or" EnergyGuard RA" or "EnergyGuard ", any thickness, any combination. Membrane: — GAF "EverGuard TPO" 45 or 60 mil, adhered with "EverGuard TPO #1121 Bonding Adhesive" applied at 60 -ft2 /gal. 40: Deck: NC Incline: 1 Insulation: _ "EnergyGuard" or "EnergyGuard Ultra" or "EnergyGuard RA" or FirestonelBuilding Products Co. "ISO 95+ GL" or Atlas' Roofing Corp. "ACFoam II" or Johns Manville International Inc. "ENRGY 3" or "EnergyGuard RN" or wood fiber or glass fiber or perlite, any thickness. Membrane: _ "EverGuard PVC" 50 to 80 mil, adhered with "EverGuard #2331 Bonding Adhesive" applied at 60 -ft2 /gal. 41, Deck: NC Incline: 1 Insulation: —_"EnergyGuard" or "EnergyGuard Ultra" or "EnergyGuard RA" or Firestone Building Products Co. "ISO 95+ GL" or Atlas Roofing Corp: "ACFoam II" or Johns Manville International Inc: "ENRGY 3" or "EnergyGuard RN" or wood fiber or glass fiber or perlite, any thickness. Membrane: = "EverGuard'PVC" 50 to 80 mil; adhered with "EverGuard H2O Bonding Adhesive" applied at 0.83 -gal /100 -ft2 42. Deck: C -15/32 Incline: 3 -1/2 Barrier Board: — Minimum. 1 /4 -in. thick G =P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard .M Roofboard "with all butt Joints staggered a minimum of 6 -in. from the plywood butt joints; staggered Joints not required for noncombustible roof decks, mechanically fastened, Membrane: — "EverGuard PVC" 50 t8 80 mil, adhered with "EverGuard H2O Bonding Adhesive" applied at 0.83 - gal /100 =ft2 43. Deck: C -15/32 Incline: 1/2 Barrier Board (Required For Combustible Deck): — minimum 1 -in, thick gypsum board mechanically fastened with insulation fasteners (barrier board butt joints staggered a minimum of 6 -in. from butt joints in plywood roof deck). Insulation: — "EnergyGuard RA" or Atlas Roofing Corp. "ACFoam II" or 3/4 -in. minimum wood fiberboard over EPS. Membrane: — "EverGuard PVC" 50 to 80 mil, fully adhered with "EverGuard #2331 Bonding Adhesive" applied at 2 -gal /100 -ft2 44, Deck: C -15/32 Incline: 2 Barrier Board: = minimum 1/2-in. thick gypsum board, mechanically fastened with insulation fasteners. (barrier board butt joints staggered a minimum of 6 =in. from butt joints of plywood roof ) Insulation: = 3/4 -in. mininium wood fiberboard over EPS. Membrane: — "EverGuard PVC" 50 to 80 mil, fully adhered to the insulation with "EverGuard #2331 Bonding Adhesive" applied at 2 -gal /100 -ft2 45. Deck: NC Incline: 1/2 Insulation: — "EnergyGuard RA" or Atlas Roofing Corp. "ACFoam 1I" or 3/4 -in. minimum wood fiberboard over EPS. Membrane: — "EverGuard PVC ", 50 to 80, mil, fully adhered with "EverGuard #2331 Bonding Adhesive" applied at 2 -gal /100 -ft2 46. Deck: NC Incline: 1 Insulation (Optional): — Polystyrene or polyisocyanurate, any thickness. Barrier Board: = minimum 15/32 -in. thick plywood or 7 /16 -in. thick oriented strand board. Membrane: _ "EverGuard PVC" 50 to 80 mil, fully adhered with "EverGuard #2331 Bonding Adhesive" applied at 2 -ga1/100 -ft2 47, Deck: C =15/32 Incline: Unlimited Insulation (Optional): — Any UL Classified (except EPS), any thickness, uniform or tapered. Barrier Board: — minimum Vs-in. thick G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Pnme® Roofboard" or "DensDeck DuraGuard '" Roofboard" (butt Joints of barrier board staggered a minimum of 6 -in. from the plywood deck butt Joints; staggered Joints not required for noncombustible roof decks). Membrane: — "EverGuard PVC" 50 to 80 mil, fully 'adhered with "EverGuard #2331 Bonding Adhesive" applied at 2 -gal /100 -ft2 48. Deck: NC Incline: 1/4 http: // database. ul: com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R 1306 - Roofing Systems Page 25 of 49 Insulation: = Firestone Building Products "ISO 95 +" or Atlas Roofing "ACFoam II" or " ACFoam III" any thickness; any combinations: Membrane: — "EverGuard TPO" 45 or 60 mil; adhered with "EverGuard #1121 Bonding Adhesive" applied at 60 -ft2 /gal. 49. Deck: NC Incline: 1 Barrier Board (Optional): — minimum 1/4-in. thick G -P Gypsum Corp: "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard r.. Roofboard" or gypsum wallboard mechanically fastened Slip Sheet (Optional): — Elk Corp. "VersaShield ", mechanically attached. Base Sheet (Optional): — Type 15 or Type 30 or Type G1 or Type G2, mechanically attached or hot mopped. Membrane: — EverGuard TPO" 45 -60 mil, fully adhered with "EverGuard TPO #1121 Bonding Adhesive" applied at 60 -R2 /gal.; "EverGuard Freedom TPO" 45, 60 or 80-mil self adhered; EverGuard TPO FB 450'Ultra ", "EverGuard TPO FB 600 Ultra" or "EverGuard TPO FB 800 Ultra ", adhered with "EverGuard H2O Bonding Adhesive" or 1TW TACC "636 "applied 'at 120 -ft.2/gal:; "EverGuard PVC' 50 -80 mil, adhered with "EverGuard 'H2O Bonding Adhesive" applied at 0:83 =ga1/100 =R2 or "EverGuard #2331 Bonding Adhesive" applied at 2= gal /100 -ft2 Surfacing: = united Solar Ovonics Field- Assembled Photovoltaic (Solar)'Module Systems, "PVL =29; =31; =58, =60, =62, -64, -68, - 87, -93, =116, =120, =124, -128, -136," self- adhered. 50. Deck: NC Incline: 3/4 Barrier Board (Optional): — minimum 1A-in. thick G -P Gypsum Corp: "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard '" Roofboard" or gypsum wallboard mechanically fastened Slip Sheet (Optional): = Elk Corp. "VersaShield ", mechanically attached. Base Sheet (Optional): — Type 15 or Type 30 or Type G1 or Type G2, mechanically attached or hot mopped. Membrane: — EverGuard "EGFB" 40 to 100 mil, hot mopped. Surfacing: United Solar Ovonics Field- Assembled Photovoltaic (Solar) Module Systems, "PVL -29, -31, -58, -60, -62, -64, -68, - 87, -93, -116, -120, -124, -128, -136," self- adhered. 51. Deck: NC Incline: 11/2 Primer (optional): — One application "SurfaceSeal SB" applied at 1 -gal. /100 -ft2. Slip Sheet (optional): — 11ply "StormSafe" mechanically fastened Membrane: — "EverGuard Freedom TPO" 45, 60 or 80-mil self adhered. 52. Deck: C -15/32 Incline: 1 -1/2 Slip Sheet: — Two layers "VersaShield Underlayment" or "VersaShield FB =2S ". Membrane: — "EverGuard PVC" 50 to 80 mil, adhered with "EverGuard H2O Bonding Adhesive" applied at 0.83 -gal /100 -R2 or adhered with "EverGuard #2331 Bonding Adhesive" applied at 2 -gai /100 =ft2 53. Deck: C -15/32 Incline: 1 Sllp Sheet: Three layers "VersaShield FB -1S" or twolayers of either "VersaShield FB-2S" or "VersaShield Underlayment ". Insulation: — " EnergyGuard," " EnergyGuard RA, "Johns Manville "ENRGY 3" or "EnergyGuard RN" or " EnergyGuard RD" or " EnergyGuard Ultra" polyisocyanurate, any thickness Membrane: — ' "EverGuard 'PVC" 50 to 80 mil, adhered with "EverGuard #2331 'Bonding Adhesive" applied at 60 -R2 /gal. or "EverGuard H2O Bonding, Adhesive" applied at 0.83 -gal /100 -ft2 54: Deck: C =15/32 Incline: 2 Slip Sheet: = Three layers "VersaShield FB =1S" or two layers of either "VersaShield FB =2S" or "VersaShield Underlayment ": Insulation: — Any classified wood fiber board, any thickness. Membrane: — "EverGuard PVC" 50 to 80 mil, adhered with "EverGuard #2331 Bonding Adhesive" applied at 2 gal /100 -ft2 55. Deck: C -15/32 Incline: 2 Slip Sheet: — Two layers "VersaShield Underlayment" or "VersaShield FB -2S ". Membrane: — "EverGuard PVC" 50 to 80 mil, adhered with "EverGuard H2O Bonding Adhesive" applied at 0:83 -gal /100 -R2 or adhered with "EverGuard #2331 Bonding Adhesive" applied at '2 -gal /100 -R2 56. Deck: C-15/32 Incline: 3/4 Slip Sheet: — Two layers "VersaShield FB -1S ". Insulation (Optional): — " EnergyGuard" or "EnergyGuard RA" or Johns Manville International Inc. "ENRGY 3" or "EnergyGuard RN" or "EnergyGuard RD," or "EnergyGuard Ultra" polyisocyanurate, any thickness. Membrane: — "EverGuard PVC" 50 to 80 mil, adhered with "EverGuard #2331 Bonding Adhesive" applied at 60- ft2 /gal. or http: / /database.ul:com /cgi- bin /XYV/ template /LISEXT /1FRAME /showpage html ?name =T::: 6/12/2010 TGFU.R 1306 - Roofing Systems Page 26 of 49 "EverGuard H2O Bonding Adhesive" applied at 0.83 -ga1/100 -ft2 57. Deck: NC Indine: 2 Membrane: — "EverGuard Steep Slope TPO," 45, 60 or 80-Mil fully adhered with "EverGuard H2O Bonding Adhesive" applied at a rate of 120 -ft2 /gal. or "EverGuard 1121 Bonding Adhesive" applied at a rate of 60 -ft2 /gal. 58. Deck: NC Incline: Unlimited Membrane: _ "EverGuard Steep Slope TPO," 45, 60 or 80 -mil fully adhered with ' "EverGuard Steep' Slope TPO Bonding Adhesive" TPO bonding adhesive' applied at a rate of;90- ft2 /gal. 59. Deck: NC Incline: 3 Membrane: — 45, 60 or 80 -mil thick "EverGuard TPO" fully adhered with "EverGuard Low VOC TPO Bonding Adhesive" applied at a rate of 1.1 -gal. /100 -ft2. 60. Deck: C -15/32 Incline: 3 Insulation (Optional): — Wood fiber, glass fiber or perlite; ' in. minimum thickness over any UL Classified insulation, any combination, any thickness. Barrier Board: = minimum 1/4-n. thick G -P Gypsum Corp. "DensDeck ® Roofboard" or "DensDeck Prime® Roofboard" or ' "DensDeck DuraGuard'" Roofboard" with all butt joints staggered a minimum of 6-in. from butt joints in the plywood deck: Membrane: = 45, 60 or 80 -mil thick "EverGuard TPO" fully adhered With "EverGuard Lbw VOC TPO Bonding. Adhesive" applied at aerate of 1.i -gal. /100 -ft2 61. Deck: NC Incline: 3 Membrane: — 45, 60 or 80 -mil thick -EverGuard Steep Slope TPO FB" fully adhered fully with EverGuard H2O Bonding Adhesive" applied at a rate of 120- ft2 /gal. 62. Deck: C-15/32 Incline: 3 Insulation (Optional): = Fiberglass, polyisocyanurate, perlite or wood fiber, any thickness mechanically fastened or adhered with any UL Classified insulation adhesive. Barrier Board: — Minimum 1/4 -in. thick G -P Gypsum Corp. "DensDeck ® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuardr" Roofboard" with all joints staggered a min of 6 -in, from the plywood joints. Membrane: — 45, 60 or 80 -mil thick "EverGuard Steep Slope TPO FB" fully adhered fully with EverGuard H2O Bonding Adhesive" applied at a rate of 120 - ft2 /gal. 63. Deck: NC Incline: V Insulation: — "EnergyGuard RA" or "EnergyGuard RD" or "EnergyGuard RN" or Fiberglass or perlite or wood fiber, any thickness mechanically fastened or adhered with any UL Classified insulation adhesive. Membrane: = 45, 60 or 80 -mil thick "EverGuard Steep Slope TPO FB" fully adhered fully with EverGuard H2O Bonding Adhesive" applied at a rate of 120- ft2 /gal. 64. Deck: NC Incline:'Unlirnited Membrane: — 45, 60 or 80 -mil thick "EverGuard Steep Slope Freedom TPO" self- adhered 65. Deck: C -15/32 Incline: Unlimited Insulation (Optional): — Fiberglass, polyisocyanurate, perlite or wood fiber, any thickness mechanically fastened or adhered with any UL Classified insulation adhesive. Barrier Board: — Minimum 1/4-in. thick G- P'Gypsum Corp: "DensDeck ® IRoofboard" or "DensDeckPrime® Roofboard" or "DensDeck DuraGuard" Roofboard" with all joints staggered 'a minimum of 6 -in. from the plywood deck joints. Membrane: — 45, 60 or 80 -mil thick "EverGuard Steep'Slope Freedorn'TPO" self- adhered 66. Deck: NC Incline: 1 Membrane:— 45, 60 and 80 -mil thick "EverGuard Steep Slope TPO FB" fully adhered with hot roofing asphalt http: / /database:uLcom /cgi- bin /XYV /template/LISEXT /1 FRAME /showpage.htmI ?name =T::: 6/12/2010 TGFU:R 1306 = Roofing Systems Page 27 01 49 67: Deck: C =15/32 Incline: 1 Insulation (Optional): — 'Fiberglass, polyisocyanurate, perlite or wood fiber, any thickness mechanically fastened or adhered with any UL Classified 'insulation adhesive. Barrier Board: — Minimum Vs -in. thick G =P Gypsum Corp: "DensDeck ® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuard "' Roofboard" with all joints staggered a min of 6 -in. from the plywood points. Membrane: — 45, 60 or 80 =mil thick "EverGuard Steep Slope TPO FB" fully adhered fully with hot roofing asphalt Class B - Fully Adhered 1. Deck: C- 15/32 Incline: 1 -1/2 Gypsum Board (Optional): ='/a in., mechanically fastened. Slip Sheet: = Atlas Roofing "FR-50". Insulation: — Apache Building Products "Pyrox White" 2 =in. minimum, mechanically fastened. Membrane: _ "EverGuard EGFB" (TPA) 40 to 100 mil: 2. Deck: NC Incline: 1 Base Sheet: — Type G3, hot mopped or nailed. Insulation: — Firestone Building Products "ISO -95+ GL" or Atlas Roofing "ACFoam II ", any thickness. Membrane: — "EverGuard EGFB" (TPA) 40 to 100 roil. 3. Deck: NC Incline: 1/2 Base Sheet: — Type G3, hot mopped or nailed. Insulation: = Celotex "Top- R -II ", any thickness. Membrane:— "EverGuardIEGFB" (TPA) 40 to 100 mil. 4. Deck: NC Incline: '/s Insulation: — Atlas Roofing "ACFoam II" or "GAFTEMP Isotherm RA" or wood fiber or glass fiber or perlite, any thickness. Membrane: — "EverGuard TPO FB, " 45 to 60 mil, fully adhered with "EverGuard H2O Bonding Adhesive" applied at 180 -ft.2 /gal. 5. Deck: C -15/32 Incline: 4 Barrier Board: — minimum 1/4-in. thick G -P Gypsum Corp. DensDeck® Roofboard, (DensDeck Prime® Roofboai=d or DensDeck DuraGuard'" Roofboard, with all joints staggered 6 -in, from plywood joints. Membrane: — "EverGuard TPO" 45 to 60 mil, fully adhered with "EverGuard TPO #1121 Bonding Adhesive" applied at 60 =ft2 /gal. 6. Deck: NC Incline: 2 Insulation (Optional): = Mimnum 1/2-in. thick wood fiber over any UL Classified polyisocyanurate, any thickness. Membrane: — "EverGuard Freedom TPO" 45, 60 or 80-mil, self adhered. 7: Deck: NC Incline: 1/2 Insulation: — Firestone Building Products "ISO 95+ GL" or Atlas Roofing Corp. "ACFoam II" or "EnergyGuard RA" or "EnergyGuard ", any thickness, any combinations. Membrane: — GAF "EverGuard TPO" 45 or 60 mil, adhered with "EverGuard TPO #1121 Bonding, Adhesive" applied at 60- ft2 /gal. 8. Deck: NC Incline: 3 Insulation: _ " EnergyGuard RA "or Atlas Roofing Corp. "ACFoam II" any thickness. Membrane: _ "EverGuard PVC," 50 to 80 mil, fully adhered with "EverGuard #2331 Bonding Adhesive" applied at 2- ga1/100 -ft2 9. Deck: NC Incline: 1/2 Insulation: = Firestone Building Products "ISO 95 +" or Atlas Roofing Corp. "ACFoam II" or "ACFoam III ", any thickness, any combinations. Membrane: — "EverGuard TPO" 45 or 60 mil, adhered with "EverGuard #1121 Bonding Adhesive" applied at 60-ft2 /gal. 10. Deck: C -15/32 Incline: 1 -1/2 http: / /database.ul.com /cgi= binfXYV/ template /LISEXT /1 FRAME /showpage.htm I ?name =T.:. 6/12/2010 TGFU.R1306 - Roofing Systems Page 28 of 49 Slip Sheet: = One layer " VersaShield Underlayment" or " VersaShield FB -2S ": Membrane: — "EverGuard PVC ", 50 to 80 mil, fully adhered with "EverGuard #2331 Bonding Adhesive" applied at 2 =ga1/100 -ft2 Class C - Fully Adhered 1. 1Deck: C -15/32 Incline: 1 -1/2 Gypsum Board (Optional): — 1 /2=in,; mechanically fastened. Insulation: — Johns Manville "ENRGY 1G" or Rmax Inc. "Ply I" or' "Multi =Max" or Apache Building Products "Pyrox White" or Firestone Building�PFoduett "ISO 95+ Q" or Atlas Roofing " ACFoam II ", 1'h -in. thick minimum. Membrane: — "EverGuard EGFB ", (TPA) 40 to 100 mil. 2. Deck: NC Incline: 1/2 Insulation: = Atlas Roofing Corp. "ACFoam II" or "EnergyGuard RA" or wood fiber or glass fiber or perlite, any thickness : Membrane— "EverGuard TPO ", 45 to 60 mil, fully adhered with "EverGuard TPO #1121 Bonding Adhesive" applied at a late of 60-ft2 /gal: 3. Deck: C =15/32 Incline: Unlimited Base Sheet: — One ply "VersaShield Underlayment" mechanically fastened. Membrane: — "EverGuard Steep Slope TPO" 45 or 60 or 80 -mil fully adhered with "EverGuard Steep Slope Bonding Adhesive" applied at a rate of 1 -gal. /100 =ft2 or "EverGuard TPO" 45 or 60 or 80 =mil fully adhered with "EverGuard #1121" bonding adhesive applied at a rate of 1- gal. /60 -ft2 or " EVerGuard TPO FB Ultra" (450 - 800) fully adhered with "EverGuard H2O Bonding Adhesive" applied at a rate of 1 =gal: /120 =ft2 or "EverGuard Freedom TPO" 45 or 60 or 80 -mil self adhered. 4. Deck: NC Incline: ,/4 Insulation (Optional): — Atlas Roofing "ACFoam II" or "EnergyGuard RA" or wood fiber or glass fiber or perlite, any thickness. Membrane: — 45, 60 or 80 -mil thick "EverGuard TPO" fully adhered with "EverGuard Low VOC TPO Bonding Adhesive" applied at a rate 1.1 -gal. /100 -ft2. SINGLE PLY MEMBRANE ROOFING SYSTEMS (TPA, PVC and TPO) 'Unless otherwise Indicated, the "EverGuard PVC' membrane is mechanically fastened to the deck with one of the following methods: "SFS," "Disc Cap." The PVC laps are solvent welded or hot air welded and a PVC sealant (not UL Classified) applied to the exposed seam (approximately 1 /8 -in. wide bead). Class A - 'Mechanically Fastened 1. Deck: NC Incline: 1/2 Insulation: — "GAFTEMP" or Atlas Roofing "ACFearn II" or Firestone "ISO 95 +GL" or "Energy Guard ", wood fiber or glass fiber or perlite, any thickness. Membrane: — "EverGuard TPO ", 45 -80 mil. 2. Deck: NC 3. Deck: NC Incline: 2 =1/2 Membrane: — "EverGuard TPO ", 45 -60 mil. Incline: 3/4 Insulation: — Atlas Roofing " ACFoam II" or "EnergyGuard RA" or wood fiber or glass fiber or perlite, any thickness. Membrane: — "EverGuard TPO ", 80 mil: 4. Deck: NC Incline: 1/2 Insulation (Optional): Atlas Roofing " ACFoam II" or "EnergyGuard RA" or Firestone Building Products "ISO 954- GL" or " EnergyGuard" or wood fiber or glass fiber or perlite, any thickness. Membrane: — ",EverGuard TPO FB 450 Ultra ", "EverGuard TPO FB 600 Ultra" or "EverGuard TPO FB 800 Ultra ", mechanically fastened 5. Deck: NC Incline: 3 http / /database.ul:com /egi= bin /XYV/ template /LISEXT /1FRAME /showpage:html ?name =T::: 6/1.2/2010 TGFU.R13O6 - Roofing Systems Page 29of49 Insulation: — One of the following, any thickness: 1. "EnergyGuard" 2. "EnergyGuard RA" 3. Firestone Building Products "ISO 95+ GL" 4. Atlas Roofing "ACFoam II" Membrane: — "EverGuard PVC SR ", 40-80 mil. 6. Deck: NC Incline: Unlimited Insulation: — Any UL Classified insulation, any thickness. Barrier Board: — minimum 1 /4 -in. thick G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard " Roofboard" or 1/2 in. minimum thick gypsum board, with all butt joints staggered a minimum of 6 -in. from butt Joints of plywood roof deck. Membrane: — "EverGuard PVC SR ", 40 -80 mil. 7. Deck: C -15/32 Incline: 1/2 Slip Sheet: — Two plies Atlas Roofing "FR 50 ". Insulation: — minimum 1.5 in. with all butt joints in insulation staggered a minimum of 6 -in. from butt Joints in plywood joints 1. "EnergyGuard" 2. "EnergyGuard RA" 3. Firestone Building Products "ISO 95+ GL" 4. Atlas Roofing "ACFoam II" Membrane: — "EverGuard PVC SR ", 40 -80 mil. 8. Deck: C -15/32 Incline: 1/2 Slip Sheet: — Two plies Atlas Roofing "FR 50 ". Membrane: — "EverGuard PVC SR ", 40 -80 mil. 9. Deck: C-15/32 Incline: 1/4 Slip Sheet: — Two plies Atlas Roofing "FR 50 ". Insulation: — Celotex "Hy -Therm AP ", 1.5 in. minimum with butt joints in insulation staggered a minium of 6 -in. from butt joints in plywood roof deck Membrane: — "EverGuard PVC SR ", 40 -80 mil. 10. Deck: C -15/32 Incline: 1/2 Primer: — "Fire Out" at 1 gal /100 ft2. Base Sheet (Optional): — One ply Type G2, mechanically fastened. Slip Sheet (Optional): — One ply Atlas Roofing Corp. "FR -10" or "FR -50 ", Elk Corp. "VersaShield 1S" or "VersaShield 2S ", mechanically fastened. Membrane: — "EverGuard TPO ", 45 -80 mil, mechanically fastened. 11. Deck: C -15/32 Incline: 1/2 Primer: — "Fire Out" at iga1/100 ft2. Base Sheet (Optional): — One ply Type G2, mechanically fastened. Slip Sheet (Optional): — One ply Atlas Roofing Corp. "FR -10" or "FR -50 ", Elk Corp. "VersaShield 15" or "VersaShield 25 ", mechanically fastened. Membrane: — "EverGuard PVC SR ", 40 -80 mil, mechanically fastened. 12. Deck: NC Incline: 2 -1/2 Insulation: — "EnergyGuard ", "EnergyGuard Ultra ", "EnergyGuard RA ", Firestone Building Products Co. "ISO 95+ GL ", Atlas Roofing Corp. "ACFoam II ", Johns Manville International Inc. "ENRGY 3" or "EnergyGuard RN" wood fiber, glass fiber or perlite, any thickness. Membrane: — "EverGuard PVC ", 50 -80 mil, mechanically fastened. http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU:R1 306 = Roofing Systems Page 30 of 49 13: Deck: NC Incline: 1/2 Slip Sheet (Optional): = Any 'UL Classified Slip Sheet: Insulation: — (1=in :'min) One of the following: a. IRrnax Inc./Slip :sheet (optional)— "Multi- Max -3." lb: Owens Corning "Foamular 150," "Foamular 250, "!in combination with one ply Atlas Roofing Corp. "FR -10." 'Membrane: — "EverGuard PVC ", 50 =80 mil. 14: Deck: 'C-15/32 Incline: 1/2 Insulation: = minimum 1 /2 -in: thick gypsum board - (butt joints in insulation staggered a :minimum of 6-in: with butt joints in plywood roof deck); (optional) Branch River Foam 1.0 pcf EPS - 1/2 -in. Amax. Slip Sheet (Optional when EPS Is'not used): = 1 DIY Atlas Roofing Corp: "FR-50." Membrane: _ "EverGUard PVC, 50 -80 mil: 15. Deck: C-15/32 Incline: 1/2 Barrier !Board: = minimum 1 /2 -in: thick gypsum board, mechanically fastened (butt joints :in barrier board staggered a minimum of 6 -in. from butt joints of plywood hoof deck): The following insulations may be 'any thickness: Insulation /Slip Sheet: — a. Perlite /(optional)'1 ply Atlas Roofing Corp: "FR =10". b. "EnergyGuard RA / 1 ply Atals Roofing Corp. "FR -10 c: Rmax Inc. "Multi 'Max -3" / 1 pIy,Atlas Roofing Corp. "FR -10." d. Atlas Roofing Corp. "ACFoam II" / 1 !ply Atlas Roofing Corp. "FR -10." e. Owens Corning "Foamu'lar'1'50," "Foamular 250" orObw Chemical "Styrofoam SM" /.1 ply Atlas Roofing Corp. "FR-10," f.' Polyisocyanurate (1 -in. :min irnum) covered by perlite (3 /4 -m. minimum) / (optional) l ply Atlas Roofing Corp. "FR -10:" g. !BASF EPS (unifoen thickness or tapered), covered with perlite (3 /4 -in: minimum) / (optional) 1 ply Atlas:Roofing Corp: " FR =10." !h. ARCO 'Chemical " "ARCOR MB" or "ARCOR FM 1, "'1.6 in. minimum: Membrane: — "EverGuard PVC ", 50 -80 mil. 16: Deck: NC Incline: 1 Insulation: — Polystyrene (uniform thickness or tapered), any thickness, covered with perlite, 3 /4 =in. minimum. Slip Sheet (Optional): — 1 :ply Atlas Roofing Corp: "FR-10," Membrane: _ "EverGuard PVC ", 50 =80 mil. 17. Deck :INC Incline: 1 Barrier Board (Optional): = minimum 1 /2- in:thick gypsum :board or 3/4-in. :perlite, mechanically fastened. Insulation: — Dow Chemical "Styrofoam SM, RM, TG or Grayboard," 1 -in. min. 'Slip Sheet: — Atlas Roofing Corp.' "FR -10" or 3 /4 -in. :minimum perlite with no slip- sheet: Membrane: _ " "EverGuard IPVC ", '50 =80 mil. 18. Deck: NC Incline: 1/2 Insulation: — Rmax Inc. "Multi- ,Max -3" (14n. min) Slip Sheet (Optional): — Any !UL Classified. Membrane: _ "EverGuard PVC ", 50 =80 mil. 19. Deck:INC Incline: 1 Insulation (Optional): — Polyisocyanurate (1 -in. min) Insulation: — Perlite (3 /4 -in: :minimum) Membrane: — "EverGuardlPVC ",'50 -80 mil: http://database.ul.com/cgi=bin/XYV/template/LISEXT/1 FRAME /showpage!htm 1 ?name =T... 6/12/2010 TGFU.R 1306 - Roofing Systems Page 31 of 49 20. Deck: NC Incline: 1 Insulation (Optional): — Polyisocyanurate, any thickness: Insulation (Optional): — Polystyrene (uniform thickness or tapered), any thickness. Barrier Board: — 3 /4 =in, minimum perlite. Slip Sheet (Optional): — Any UL Classified. Membrane: — "EverGuard PVC, 50 -80 mil. 21. Deck: C =15/32 Incline: 2 Barrier Board: — minimum 5/8 in. thick gypsum board, mechanically fastened 'with butt joints in barrier board staggered joints a minimum of 6 -in. from butt joints in plywood 'roof deck. Insulation: — Polyisocyanurate followed by 3 /4 =in. !minimum perlite board. Slip -sheet (Optional): —Any UL Classified: Membrane: — \' EverGuard IPVC','50 -80 mil. 22. Deck: C -15/32 Incline: 2 Barrier 'Board: minimum 1 /2 -in, thick gypsum board with butt joints staggered a minimum of 6 =in, from the butt joints of 'plywood roof deck Membrane: — "EverGuard 'PVC", 50- 80'mil. 23. Deck: NC Incline: 1 Insulation: — Cellularconcrete, gypsum concrete, vermiculite concrete, perlite concrete or structural concrete. Membrane: — "EverGuard PVC ", 50 -80 mil. 24. Deck: INC Incline: 4 Insulation: = One of the following or combinations of the following insulations any thickness „polyisocyanurate, polyisocyanurate /perlite composite, polyurethane /perlite composite,'perlite,'wood fiberboard fiberglass. 'Barrier Board: = 1 /2 -in. thick min'imumJohns'Manville International Inc. "Retro -Fit Board:” 'Membrane: — "EverGuard PVC, 50 -80 mil, 25. Deck: NC Incline: 1 Insulation: = 'PO'lystyrene; any thickness. Insulation (Optional if slip sheet is used): = Polyisocyanurate, 1 =in. min thickness. Slip'Sheet (Optional' if polyisocyanurate is used): 1 ply Atlas Roofing Corp. "FR -10:" Membrane: — "EverGuard PVC ", 50 =80 mil. 26. Deck: NC Incline: 1 Insulation: — Perlite, 3 /4 -in. minimum Slip Sheet (Optional): Any UL Classified, Membrane: —'" EverGuard PVC ", 50 -80 mil. 27: Deck: NC Incline:1 Insulation (Optional): — Polyisocyanurate, any thickness. 'Insulation: — Polystyrene, any thickness (uniform or tapered): Insulation (Optional if slip'sheet is used): — !Po'lyisocyanurate, 1= in.'minimum thickness. Slip Sheet (Optional if (polyisocyanurate is used): = 1 ply Atlas Roofing Corp. "'FR -10." IMernbrane: — "EverGuard PVC ", 50 -80 mil. 28: Deck: C =15/32 Incline: 4 Barrier Board: = 'minimum 5 /8 -in, thick gypsum board (butt joints in barrierboard staggered a minimum of 6 -in. from the plywood roof deck joints). Insulation (Optional): — polyisocyanurate; any thickness. Cover Board: — 'minimum 1 /2 -in. thick Johns Manville International ,Inc. "Retro -Fit Board," Membrane:— "EverGuard PVC ", 50.80 'mil. 29. Deck: Structural Cement -Fiber Unit* Incline: 1 Insulation: — "EnergyGuardlRA ", Atlas Roofing Corp. "ACFoam II" or Rmax Inc: "Multi- Max -3" (1 -in: min). Slip Sheet (Optional): — Any'UL Classified. http: / /database.ul.com /cgi - bin /XYV /ternpl ate/LISEXT/1F RA ME/showpage .htm l ?name =T::: 6/12/2010 TGFU.R1306 - Roofing Systems Page 32 of 49 • Membrane: — "EverGuard PVC ", 50 -80 mil. * - 'minimum 2 in. thick, Classified under Structural Cement -Fiber Units (CIYT) Fire Resistance Directory. 30. Deck: Structural Cement-Fiber Unit* Incline: 1/2 Membrane: _ " EverGuard PVC ", 50 -80 mil. *= minimum 2 in. thick; Classified under Structural Cement-Fiber Units (CIYT) Fire Resistance Directory. 31. Deck: INC Incline: 2 -1/2 Insulation: — "EnergyGuard RA" or Atlas Roofing Corp. "ACFoam II ", 1-in. minimum, mechanically fastened Membrane: —' "EverGuard PVC ", 50 -80 'mil, 32. Deck: NC Incline: 1 Insulation (Optional): — Polyisocyanurate, polyurethane, 1 -in, min. Barrier Board: = Wood fiberboard; 1/2-in, minimum. Slip Sheet (Optional): = 1 ply Atlas Roofing Copp. "FR -I0:" Membrane: _ "EverGuard PVC ", 50 =80 mil. 33. Deck: NC Incline: 4 Barrier Board (Optional): — 1 /2 -in. minimum gypsum board. Insulation (Optional): — Polyisocyanurate, any thickness. Barrier Board: — 1 /2 -in: thick (minimum) Johns Manville International Inc. "Retro -Fit Board." Membrane: — "EverGuard PVC ", 50 -80 mil. 34. Deck: C -15/32 Incline: Unlimited Insulation (Optional): — Polyisocyanurate, perlite, glass fiber, urethane, wood fiber, polystyrene, EPS, plyisocyanurate composite, urethane composite, mechanically fastened, any thickness. Barrier Board: = minimum 1 /4 -in. thick. G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard " Roofboard" Membrane: — "EverGuard PVC ", 50 -80 mil, 35. Deck: C -15/32 Incline: 1/2 Slip Sheet: Two plies Atlas Roofing Corp. "FR '50." Membrane: _ "EverGuard PVC ", 50 -80 rnil. 36. Deck: NC Incline: 1/2 Barrier Board (Optional): = minimum 1 /4 =in. thick G -P Gypsum Corp: "DensDeck ® Roofboard," "DensDeck Piime®1ROOfboard" or "DensDeck'DuraGuard "" Roofboard" or gypsum wallboard mechanically fasened Slip Sheet (Optional): — 1 ply Elk Corp. "VersaShield" mechanically attached. Base Sheet (Optional): — 1 ply Type 1'5 'or Type 30 or Type G1 or Type G2, 'mechanically attached or hot mopped. Membrane: _ "EverGuard TPO ", 45 -80 mil; or "EverGuard TPO FB 450 Ultra" or 'EverGuard TPO FB 600 Ultra" or "EverGuard TPO FB 800'UItra ". Surfacing: — United Solar Ovonics Field- Assembled Photovoltaic (Solar) Module. Systems, "PVL -29, -31, -58, -60, -62, -64, -68, - 87, -93, -116, -120, -124, -128, -136," self - adhered. 37. Deck: NC Incline: 1 IBarrierBOard (Optional): — minimum 1/4-in. thick G -P Gypsum Corp. "DensDeck ® Roofboard;" "DensDeck Prime® Roofboard" or "DensDeck DuraGuard "'Roofboard" or gypsum wallboard mechanically fastened Slip Sheet (Optional): — 1 ply Elk Corp. " VersaShield" mechanically attached. Base Sheet (Optional): — 1 ply Type 15 or Type 30 or Type G1 or Type G2; mec- hanically attached or hot mopped. Membrane: — "EverGuard PVC ", '50 -80 mil. Surfacing: — United Solar Ovonics Field-Assembled Photovoltaic (Solar) 'Module Systems, "PVL =29; =31, -58, -60, -62, -64, -68; 87, -93, -116, -120, -124, =128, -136," self - adhered. 38. Deck: C -15/32 Incline: 1 -1/2 Slip Sheet: Two layers "VersaShield Underlayment" or "VersaShield FB -2S ". Membrane: —' "EverGuard TPO,'" 45 -60 mil, or' "EverGuard PVC," 50 -80 Emil, mechanically fastened. http : / /database.ul:com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU:R1306 =l Roofing Systems Page 33 of 49 39. Deck C -15/32 Incline: 1/2 Slip Sheet: — Two layers "'VersaShield 'Underlayment" or "'VersaShield FB -2S ". 'Membrane: _ "EverGuard TPO 450" or "EverGuard TPO FB Ultra 600 ", or "EverGuard 'TPO 'FB Ultra'800 ", mechanically attached. 40. Deck: C -15/32 Incline: 1/2 Slip'Sheet: = Three layers "VersaShield FB =1S" Insulation: _ "EnergyGuard" or "EnergyGuard Ultra or "EnergyGuard RA" polyisocyanurate; any thickness, or any elassified wood fiber board. Membrane: _ "EverGuard TPO," 45.80 'mil, mechanically fastened. 41, Deck: C =15/32 Incline: 3/4 Slip Sheet: — Three layers "VersaShield FB -1S". Insulation: — "EnergyGuard RA" or JohnslManville International Inc. "ENRGY 3" or "'EnergyGuard! RN" or "EnergyGuard RD" polyisocyanurate, any thickness, or any classified wood fiber board. Membrane: _ "EverGuard TPO," 80 mil, mechanically fastened. 42. (Deck: C= 15/32 Indine:2 =1/22 Slip Sheet: — Three layers ' "VersaShield 'FB -1S ". Insulation (Optional): — "'EnergyGuard "or "EnergyGuard RA" or Johns Manville International Inc. "ENRGY 3" or "EnergyGuard RN" or "EnergyGuard RD" or "EnergyGuard 'Ultra" polyisocyanurate: Membrane: — "EverGuard PVC," 50 =80 mil, mechanically fastened, 43. Deck: C -15/32 Incline: 2 Slip Sheet: = Two layers "VersaShield Underlayment" or "VersaShield IFB =2S ". Insulation (Optional): — " EnergyGuard "or "EnergyGuard RA" or ,Johns Manville, International Inc. "ENRGY 3" or ' "EnergyGuard RN" or "EnergyGuard RD" or "EnergyGuard Ultra" polyisocyanurate; any thickness, or any classified wood fiber board. Membrane: — "EverGuard PVC" 50 =80 mil, mechanically fastened, 44, Deck: C =15/32 'Incline: 1/2 Slip Sheet: — Two layers "VersaShield FB -1S ". Insulation: _ "EnergyGuard" or ' "EnergyGuard Ultra" or "EnergyGuard RA" polyisocyanurate, any thickness, or any classified wood fiber board, Membrane: —' "EverGuard TPO" 45 =80 mil, mechanically fastened. 45. Deck: C -15/32 Incline: 3/4 Slip Sheet: = Two layers "VersaShield 'F13-1S Insulation: — "EnergyGuard RA" or Johns Manville Internationa'I Inc: "'ENRGY 3" or "EnergyGuard RN" or "EnergyGuard RD" polyisocyanurate; any thickness, or any elassified'wood fiber board. Membrane: — "EverGuard TPO" 80 mil, mechanically fastened. 46. Deck: C -15/32 Incline: 3/4 Slip Sheet: = Two layers "VersaShield FB -1S ". Insulation (Optional): _ "EnergyGuard" or "EnergyGuard RA" or Johns Manville International Inc. "ENRGY 3" or "EnergyGuard RN" or "EnergyGuard RD" or "EnergyGuard Ultra ",polyisocyanurate, any thickness. Membrane: — "EverGuard PVC" '50'80 mil, mechanically fastened. 47. Deck: NC Incline: 5 Membrane:— "EverGuard Steep:Slope TPO" 45, 60 or 80-mil mechanically fastened. Class B = !Mechanically Fastened 1. Deck: NC Incline:;Unlimited !Membrane: — "EverGuard TPO ", 45 -60 mil, 2. Deck: C =15/32 Incline: 1/2 http // database. ul. com /cgi= bi/XYV/ template /LiISEXT /1FRAME/showpage.htm1 ?name =T.,.. 6/12/2010 TGFU.R1 306 = Roofing Systems Page 34 of 49 Slip Sheet: = One or more plies of Atlas Roofing "FR50 ": !Membrane: — °EverGuard TPO ", 45 -60 imil. 3. (Deck: C -15/32 Incline: 1/2 Slip Sheet: = One or more (plies Atlas Roofing "FR 50 ". Membrane: _ "EverGuard TPO ", 45 -80 mil. 4. 'Deck: C -15/32 Incline: 1/2 Slip Sheet: — One or more iplies Atlas Roofing "FR 10 ". Membrane: _ "EverGuard TPO ", 45 =80 mil. 5. Deck: NC Incline: Unlimited Insulation: Polystyrene, any thickness. Slip Sheet: — One ply Atlas (Roofing "FR '50". Membrane: _ "EverGuard PVC SR ", 40 =80 mil. 6. Deck: C= 15/332 Incline: 1/2 Slip Sheet: = One layer Atlas Roofing ' "FR 50 ". Membrane: — "EverGuard PVC SR ", 40 -80 mil. 7. Deck: C -15/32 Incline: 1 Slip Sheet: — Two plies Atlas Roofing "FR 50 ". Membrane: — "EverGuard PVC SR ", 40 =80 mil. 8. Deck: C -15/32 Incline: 3 Primer: _ "Fire Out" applied at 1= gal /100 ft2. Membrane: —' "EverGuard TPO" or "EverGuard IPVC''SR ", 45 -80 mil or "EverGuard PVC" 50 -80 mil, mechanically fastened. 9. Deck: INC Incline: 2 -1/2 Insulation: — The 'Dow Chemical Co. "Hy -Tec" or "Energy -Lok," any thickness. Membrane: = InEv@rGuard PVC" 50 -80 mil. 10. Deck: NC Incline: 3 Barrier lBoard: ='(For standing seam steel decks, '2-in. maximum perlite between the seams. Insulation: =' "EnergyGuard RA" or Atlas Roofing 'Corp. "ACFoam II" any thickness. Membrane: =' "EverGuard PVC" 50 =80 mil. 11. Deck: NC Incline: No Limitations Insulation: — Polyisocyanurate, any thickness. Barrier Board: — 1 /2 -in. thick Johns iManville International Inc. "Retro- Fit'Board." Membrane: — "EverGuard PVC" 50 -80 mil. 12. Deck: C -15/32 Incline: 1/2 'Slip Sheet: — One or more plies Atlas 'Roofing Corp. "FR -50:" Membrane: — "EverGuard PVC" '50-80 mil. 13. Deck: C -15/32 Incline: 1/2 !Slip Sheet: = Two',plies Atlas, Roofing Corp. "FR-10." Membrane: — "EverGuard PVC" '50=80 mil. 14. Deck: C -15/32 Incline: 1/2 http:// database. ul. com /cgi = bin/XYV /templ ate/LISEXT/ l FRAME /showpage.htm 1 ?name =T... 6/12/2010 TGFU.R1306 = Roofing Systems Page 35 of 49 Slip Sheet: = One ply Atlas Roofing Corp. "FR-50," Membrane: — " EverGuard PVC" 50 -80 mil. 15. Deck: C-15/32 Incline: 1 -1/2 Slip Sheet: = One layer "VersaShield Underlayment" or "VersaShieid'FB =2S ". Membrane: — " EverGuard PVC" 50 -80 mil or "EverGuard TPO" 45 -60 mil. 16. Deck: C -15/32 Incline: 1/2 Slip Sheet: — One layer "Vei=saShield FB -1S ". Membrane: — " EverGuard TPO" 45 =60 mil. Class C - Mechanically Fastened 1. Deck: C =15/32 Incline: 1/2 Base Sheet: — One or more plies Atlas Roofing "FR =50" mechanically fastened. Membrane: = One ply " EverGUard TPO White" Mechanically fastened. 2. Deck: NC Incline: Unlimited 1. Deck: NC Insiilatlon: " EnergyGuard RA" or Atlas Roofing Corp. "ACFoam II " mechanically fastened, 1 =in: min, Membrane: — " EverGuard PVC" 50 =80 mil. MAINTENANCE AND REPAIR SYSTEMS (PVC) Class A Incline: 1/2 Eiisting Roof System: — Insulated on noninsulated cap sheet, smooth or gravel surfaced (loose gravel may be removed). Barrier Board (Optional): — 1 /2 =in. thick (minimum) plywood. Insulation /Slip Sheet: — (any thickness). a. Perlite / (optional) 1 ply Atlas Roofing Corp: "FR =10." b. "EnergyGuard RA" / 1 ply Atlas Roofing Corp. "FR -10 ". c. Rmax Inc.' "Multi- Max =3" 1 ply Atlas Roofing Co pp. 1FR -10." d. Atlas Roofing Corp. "ACFoam II" / 1 ply Atlas'Roofing Corp. "FR -10." e. Owehs'Corning "Foamular 150," "Foamular 250" or Dow Chemical "Styrofoam''SM" / 1 ply Atlas Roofing 'Corp: "FR =10." f. polyisocyanurate (1.0 -in: min) covered by perlite (3 /4 -in. rein) / (optional) 1'ply Atlas Roofing Corp. "FR =10." g. BASF EPS (uniform thickness ortapered), covered with perlite (3 /4 -in. min) / (optional) 1 ply. Atlas Roofing Corp. "FR -10." h. ARCO Chemical "ARCOR MB" or " ARCOR FM -1," 1.6-in. min Membrane: — " EverGuard PVC" 50 =80 mil, mechanically fastened. 2. Deck: NC Incline: 3 Existing Roof System: — Insulated or noninsulated cap, sheet smooth or gravel surfaced (loose gravel may be removed). Barrier Board (Optional): — 1 /2 -in. thick (minimum) plywood. Insulation: — " EnergyGuard RA" or Atlas Roofing Corp. "ACFoam II" mechanically fastened, any thickness. Membrane: — " EverGuard PVC" 50 -80 mil, mechanically fastened. 3. Deck: C -15/32 Incline: 1 Existing Roof System: — Insulated or noninsulated cap sheet, smooth or gravel surfaced bur (gravel may be removed from noncombustible decks) or PVC roof system, covered with Barrier Board (Optional): — minimum 1 /4 -in. thick G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard ' "' IRoofboard" http: // database. ul. com /cgi- bin /XYV /template/LISEXT /1 FRAME /showpage.html ?name =T::: 6/12/2010 TGFU:R 1306 = Roofing Systems Page 36 of 49 Membrane: _ "EverGuard PVC" 50=80 mi, mechanically fastened: Class B 1. Deck: C -15/32 Incline: 1 Existing_Roof System: Insulated or noninsulated cap sheet smooth or gravel surfaced (loose gravel may be removed from 'noncombustible decks) Class B to retain the existing classification is covered with: Barrier Board:— 1 /2 -in. thick minimum Johns Manville International Inc: "Retro =Flt lBdard." 'Membrane: _ "EverGuard'PVC" 50-80 'mil, mechanically fastened: 2. Deck: C =15/32 Incline: 1 Existing Roof System: — Insulated or noninsulated cap sheet, smooth or gravel surfaced BUR (gravel maybe removed from noncombustible decks) or PVC Class B roof system to retain existing classification covered with: Barrier Board: — 1 /2-in. thick minimum Johns Manville International Inc. "Retro =Fit Board." Membrane: _ "EverGuard PVC" 50 -80 mil, mechanically fastened. Class A, B or C 1. Deck: C =15/32 Incline: 1 Existing Roof System: — Class A, B or C insulated (any thickness wood fiber, perlite, polyisocyanurate, urethane or polystyrene with a slip sheet) Polyester Fleece: — One ply 2:5- oz/yd2 (max) polyester fleece. Membrane: — "EverGuard PVC" 50 -80 mil, mechanically fastened. 2. Deck: C -15/32 Incline: 1 Existing Roof System: — Class A, B or C insulated (any thickness wood fiber, perlite, polyisocyanurate, urethane or polystyrene with a slip sheet) Polyester Fleece: = One layer 2.5= oz/yd2 (max) polyester fleece. Membrane: _ "EverGuard PVC" 50 -80 mil, mechanically fastened: 3. Deck: C =15/32 Incline: 1 Existing System: — Class A, B orC built-up system, smooth surface, cap sheet or gravel surfaced, gravel to be maintained at 400 -Ib /100 ft2. to retain existing Classification. Insulation: — (Optional) Owens Corning Specialty Products "Foamular," 1 -in. max Slip Sheet: — 1 ply Altas Roofing Corp. "FR10" or "FR11." Membrane: = "EverGuard PVC" 50 -80 mil, mechanically fastened. SINGLE PLY MEMBRANE SYSTEMS (EPDM) Class A - Ballasted Unless otherwise indicated, the insulation and membrane are laid loosely. As an alternate, the, insulation may be mechanically fastened to the deck with screws and metal or plastic discs, 'hot roofing asphalt or a combination of screws /discs and hot roofing asphalt. An optional layer of gypsum board may be placed between the insulation and the roof deck on all systems. As an alternate, the membrane may be adhered to the insulation with "EverGuard EPDM Bonding Adhesive" applied to the insulation and to the membrane at 1-2/3 gal /sq. (Exception: styrene insulations): The lap splices are sealed with E "verGuard EPDM Splice Adhesive" applied at approximately 150 to 175 lineal It per gal (3 =in. lap coated both mating surfaces) or approximately 130 to 150 lineal ft per gal. (4-in–lap coated both mating surfaces). The laps may also be sealed with "EverGuard EPDM 3-in: and 7 -in. Seam Tape ". The edges of the laps are sealed with a 3 /8 =in. by I/a -in. bead of "EverGuard EPDM Lap Sealant" or "EverGuard Lap Sealant ", (use of lap sealant with splice tapes is optional). "EverGuard EPDM LVOC Primer" or "EverGuard EPDM Primer" may be used with any Classified GAFMC EPDM membrane assembly to prepare the seam area to receive any EverGuard EPDM Flashing or Seam Tape products or "EverGuard EPDM Splice Adhesive" and maintain the rating for that assembly. As an alternate, river bottom or crushed stone conforming to ASTM D -448 No. 3 or 24 may be used in lieu of the No. 4 stone applied at 1000 Ibs /100 ft2 (minimum). As an alternate, river bottom or crushed stone conforming to ASTM D- 4481No. 1 or 2 may be used in lieu of the No. 4 stone applied at 1300 Ibs /100 ft2 (minimum). http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.htmPname=T... 6/12/2010 TGFU.R 1'306 -Roofing Systems Page 370'49 As an alternate, "concrete'pavers weighing 15 Ib /100 ft2 (minimum) and spaced 1/4-in. (max) apart may be used in lieu of (or in combination with) the river, bottom or crushed stone. As an option, the concrete pavers may be placed on unclassified pedestals ( "Envirospec ") maintaining the 1/4-in. or less spacing. Pedestals may not exceed 1 -in. in 'height. As an option, ,a protective (layer of EPDM 'maybe placed between the'pavers (or pedestals)' and roofing 'membrane. As an alternate in either fiver bottom stone or paver systems, a'protective mat maybe placed between the membrane and:surfacing. (Optional) Noncombustible deck Classifications are applicable for use over combustible (15/32 in. min plywood) decks when 'h -in. (minimum) gypsum board or' /4 =in: (minimum) G= P Gypsum Corp. "DensDeck ® IRoofboard" or "DensDeck Prirne® Roofboard" or "DensDeck DuraGua?d T" Roofboard" are used directly over the deck with allibutt joints staggered a'minimum of 6 -in. from plywood roof deck butt Joints. 1. Deck: C -15/32 Incline: 2 Insulation (Optional): — 'Perlite, wood fiber, glass fiber, polyurethane, Ipolyisocyanurate (including Firestone Building Products "ISO -95+ GL" insulation ), polystyrene (expanded or extruded), phenolic, perlite /urethane composite, ,perlite /polyisocyanurate or polystyrene /perlite composite, any combination, any thickness. NOTE: When' Polystyrene' is used on combustible decks, a layer of 1/2 in. min Johns Manville "Retrofit Board ",, 'h- in.'minimum Gypsum Board (not UL Classified) or 3/4 -in. perlite must be placed either above or below the polystyrene. Protective '!Mat (Optional): -- Exception: Noninsulated:systems, polyester or polypropylene protective mat). Membrane: — "EverGuard EPDM" or any UL Classified GAFMC membrane (EPDM). Surfacing: — 'River'bottom stone (3/4 to 1 -1/2 in. diameter) at 1000 lb/100 ft2.. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): = Perlite, wood fiber, glass fiber, polyurethane; polyisocyanurate, polystyrene (expanded or extruded), perlite /urethane composite, phenolic, perlite/polyisocyanurate composite, polystyrene /perlite composite, any combination, any thickness. NOTE: 'When polystyrene (expanded or extruded) is used on combustible decks a layer of 'h -in. minimum Johns Manville "'Retrofit Board ", 1/2-in. minimum Gypsum board (not UL Classified) or 3/4- in.'perlite must be placed either +above or 'below the 'polystyrene. Membrane: — "EverGuard EPDM" or any UL Classified GAF Matenals membrane ( EPDM). Insulation: — Dow Chemical "STYROFOAM GRAYBOARD RM, PD, SM, TG, LG ", "STYRORIB" or " IRMAGARD ". Slip Sheet (Optional): — "Fabrene" or "Rufon Polypropylene Scrim," 2- oz/yd2 (Max). Surfacing: — River bottom stone (374 to 11/2= in. diameter) at 1000 Ib /100 - ft2,' "Irmagard" or Dow Chemical ,plasticlihsnlation panels surfaced with a minimum of 3 /8 =1n. thick concrete mortar may be used in :lieu of the river Ibottom'stone.'Mortar panels to be abutted together. 3. Deck: NC Incline: 2 Insulation (Optional): Glass fiber,, polyurethane,' perlite /polyurethane composite or glass fiber /polyurethane composite, any thickness, loose laid or mechanically ,fastened'with metal fasteners to deck. Membrane: — "EverGuard EPDM," 45 or 60 mil. Adhered toinsulation with "Royal M6504" bonding adhesive at'0.8- gal /100 -ft2. Overlapping joints sealed with "Royal M6366" splicing adhesive applied at 0.5,gal /100- ft2.Joint edges sealed 'with nominal' /4'in. bead 'of "Royal IM6389" lap sealant. Surfacing: — 'River'bottom stone (3/4 to 1 -1/2 in. diameter) at 1000 Ibs /100 -ft2. 4. Deck: NC Incline: 2 Insulation (Optional): = Polyurethane, glass fiber, glass fiber /polyurethane composite or perlite / poyurethane composite, any thickness, mechanically fastened or laid loosely. Membrane: — "EverGuard'EPDM7, 45 or 601mil. 'Surfacing: = River bottom Stone, .3/4 to 1 -1/2 in. diameter, at 1000 Ibs /100 -ft2 5. Deck: C -15/32 Incline: .2 Insulation: — Any "IS0'95 +" or "EnergyGuard" insulation, any thickness, loose laid or mechanically fastened. Membrane: — "EverGuard EPDM ", 45 or 60 mil. Surfacing: — River bottom stone (3/4 to 1 -1/2 in. diameter), 1000'Ibs /sq. 'Class A - Fully Adhered (EPDM) The insulation may be Imechanically fastened to the deck with screws and metal or plastic discs, hot roofing asphalt or a combination of screws /discs and hot roofing asphalt. As an alternate in all assemblies except those 'incorporating EPS, a layer of 1 /2'in. thick gypsum board may be placed between the insulation and the roof deck to establish a combustible deck (15/32) Classification. The membrane is adhered to the insulation with "EverGuard EPDM Bonding Adhesive ", "EverGuard EPDM Water Based 'Bonding Adhesive" applied to the insulation and to the membrane at 1 -2/3 gal /sq total, except the "EverGuard EPDM Water Based Bonding Adhesive" which is applied at 1 gal /125 ft2.. The lap splices are sealed with "EverGuard EPDM Splice Adhesive" applied at approximately 150 to 175 lineal ft per gal (3 -in. lap coated both mating surfaces) or approximately 130 to 150 lineal ft per gal (4 -in. lap coated (both mating surfaces). The laps 'may also be sealed with "EverGuard EPDM Seam Tape ". The edges of the laps are with a 3 /8 -in. by' /4 -in. bead of "EverGuard EPDM Lap Sealant" or' "EverGuard Lap Sealant", (use of lap sealant'with ,splice tapes'is optional). The lap splices of the EPDM membranes may lbe sealed'with' "EverGuard EPDM 3 -in. and 7 =in. Seam Tape—then covered with "EverGuard EPDM'5 -in. http : / /database.ul.com /cgi - bin/XYV /tempt ate/LISEXT/ 1 FRAME /showpage.htm 1 ?name =T... 6/12/20 1 0 TGFU.R l 306 - Roofing Systems Page 38 of 49 Flashing Tape ": "EverGuard EPDM LVOC Primer ", or " EverGuard EPDM Primer" may be used with any Classified GAFMC EPDM membrane assembly to prepare the seam area to receive any EverGuard EPDM Flashing or Seam Tape products or " EverGuard EPDM Splice Adhesive" and maintain the rating for that assembly. (Optional) Noncofnbustible deck Classifications are applicable for use over combustible (15/32 -in: minimum plywood) decks when (minimum) gypsum board or minimum 'a- in.thick G -P Gypsum Corp. "DensDeck ® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuard Roofboard "are used directly over the deck with all butt joints staggered a minimum of 6 =in. from plywood roof deck joints: Unless otherwise indicated, the EPDM may be surfaced with "Fireshield SB'EPDM" or "Fireshield WB EPDM" at 2.0= ga1/100 ft2 when the EPDM'is surfaced with "Fireshield SB EPDM" the incline of the resultant system would be increased to a 2 -in. ,incline. But if the incline of the Classified 'system is greater than a 2 -in, incline; the incline of the roofing system would be maintained when surfaced with "Fireshield SB'EPDM" at 2.0 gal /100 ft2. When the'EPDM is surfaced with "Fireshield WB EPDM" the incline of the resultant system would be increased to a 1 -in. incline. But if the incline of the Classified system is greater than a 1 -in. incline, the incline of the roofing system would be maintained when surfaced with "Fireshield WB EPDM" at 2:0 gal /100 ft2: 1: Deck: NC Incline: 1/4 Insulation (Optional): = Any combination of the following may be used (no max thickness limitations): polyisocyanurate, polystyrene (expanded or extruded), perlite; wood fiber, glass fiber. Insulation: = Wood fiber (Huebert), 1 =in: thick: Membrane: — " EverGuard EPDM ", 45 or 60 mil. 2. Deck: NC Incline: 1/4 Insulating Concrete: — Deck covered with either of the following insulating concretes (poured in place): cellular, vermiculite, perlite, gypsum or structural. Optionally, a base concrete deck may be used if all exposed :surface joints are grouted. Insulation (Optional): —'Wood fiber(Huebert), 1 -in. maximum. Membrane: — " EverGuard EPDM ", 45 or 60 mil. 3. Deck: NC Incline: 1/4 Ply Sheet (Optional): — Type 15 asphalt organic felt, nailed or hot mopped: Base Sheet: — Type G3. Membrane: — " EverGuard EPDM ", 45 or 60 mil. 4. Deck: C -15/32 Incline: 1 -1/2 Insulation (Optional): — Polyisocyanurate, extruded or expanded polystyrene, phenolic, wood fiber, glass fiber or perlite, any thickness. Barrier Board: — Gypsum wallboard, 184- Ibs /sq minimum with butt joints in wallboard offset a minimum of 6 -in, with joints in deck. Membrane: _ " EverGuard EPDM ", 45 or 60 mil. 5. 'Deck: NC Incline: 1/4 Insulation (Optional): Polyisocyanurate, extruded or expanded polystyrene, phenolic, wood fiber, glass fiber or perlite, any thickness. Insulation: — Wood fiber (Huebert), 1 -in. maximum. Membrane: — " EverGuard EPDM ", 45 or 60 mil. 6. Deck: C -15/32 Incline: 1 -1/2 Insulation (Optional): — Any UL Classified, any thickness: Barrier Board: — Water resistant wallboard, ' /z -in. nominal, butt Joints in wallboard offset a minimum of 6 =in. from butt joints in plywood roof deck. Membrane: — " EverGuard EPDM ", 45 �r 60 mil. 7. Deck: C -15/32 Incline: 1/4 Barrier Board: — Regular or water resistant wallboard, ' /z -in. nominal, butt ; joints in wallboard offset a minimum of 6 -in. with joints 'in plywood roof deck. Insulation (Optional):— Any combination of the following may be used (no max thickness limitations): polyisocyanurate, phenolic, perlite, wood fiber, glass fiber. Insulation: — Wood fiber (Huebert), 1 -in. thick. Membrane: — ' "EverGuard EPDM ", 45 or 60 'mil. http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME/showpage.html ?name =T.:. 6/12/2010 TGFU.R 1306 - Roofing Systems Page 39 01 49 8: Deck: C -15/32 Incline: 1/4 Barrier Board: = Regular or water resistant wallboard, ?h =in: nominal, butt joints in wallboard offset a minimum of 6 -in: from butt joints in plywood roof deck. Ply Sheet (Optional): — Type 15 asphalt organic felt, nailed onhot mopped. Base Sheet: = Type G3: Membrane: — "EverGuard EPDM ", 45 or 60 mil. 9. Deck: NC Incline: 1 -1/4 Insulation (Optional): — Any combination of the following may be used: Perlite, wood fiber, glass fiber, 3 -in. maximum: Insulation: — Wood fiber, ?h -in. minimum. Membrane: — "EverGuard'Reinforced'EPDM ", 45 or 60 'mil. 10. Deck: NC Incline: 1 -1/4 Insulation Concrete: — Deck covered with either of the following insulating concretes (poured in place): Cellular, vermiculite; perlite, gypsum or structural: Optionally, a be concrete deck may be used if all exposed surface joints are grouted. Insulation (Optional): — Wood fiber (Huebert), 1 =in. maximum. Membrane: — "EJerGuard Reinforced EPDM ", 45 or 60 mil: 11. Deck: NC Incline: 1/4 Insulation: = Atlas Roofing "ACFoam II ", "EnergyGuard RA" or Rmax "Multi- Max ", any thickness. Membrane: — "Ever-Guard Reinforced EPDM ", 45 or 60 mil. 12. Deck: NC Incline: 1/2 Insulation: — Firestone Building Products "ISO 95+ GL" or "EnergyGuard ", any thickness. Membrane: _ "EverGuard Reinforced EPDM ", 45 or 60 mil. 13. Deck: NC Incline: 1 =1/4 Insulation (Optional): — Any UL Classified polyisocyanurate, phenolic, extruded or expanded polystyrene, any thickness. Insulation: — Wood fiber (Huebert), 1 -in. thick. Membrane: — "EverGuard Reinforced EPDM ", 45 or 60 mil. 14: Deck: C -15/32 Incline: 1/4 Insulation (Optional): — Any UL Classified, 'any thickness. Barrier Board: = Water resistant wallboard, ' / -in. nominal, butt joints in wallboard offset a minimum of 6 =in. with butt joints in plywood goof deck: Insulation (Optional): = Atlas Roofing "ACFoam II "; " EnergyGuard RA ", Rmax "Multi Max ", Firestone Building Products "ISO 95+ GL" or "EnergyGuard ", any thickness. Membrane: — "EverGuard Reinforced EPDM ", 45 or 60 mil. 15: Deck: C-15/32 Incline: 1/4 Barrier Board: — Regularor water resistant wallboard, 1 -in. nominal, butt joints in wallboard offset a minimum of 6-in. with butt joints in plywood roof deck. Insulation (Optional): — Any combination of the following may be used: Perlite, wood fiber, glass fiber, any thickness. Insulation: — Wood fiber, 'h -in. minimum. Membrane: _ "EverGuard Reinforced EPDM" 45 or 60 mil. 16. Deck: NC Incline: 1/4 Insulation: — Atlas Roofing "ACFoam II" or "EnergyGuard RA" or Rmax "Multi -Max FA" or Apache "White Line" or "Pyrox ", any thickness. Membrane: — "EverGuard 'FRiEPDM" (EPDM), 45 or 60 mil. 17. Deck: NC Incline: 3/4 Insulation (Optional): — Any UL Classified, any thickness. Insulation: — Wood fiberboard, 'h -in. thick'minimum. Membrane: — "EverGuard FR EPDM" 45 or 60 mil. http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R1306 = Roofing Systems Page 40 of 49 18. Deck: NC Incline: 1/2 Insulation (Optional): — Firestone Building Products "ISO 95+ GL" or "EnergyGuard" or wood fiberboard or perlite, any thickness. Membrane: — " EverGuard FR EPDM" (EPDM), 45 or 60 mil. 19. Deck: C -15/32 Incline: 1/2 Slip Sheet: — Two plies "VersaShield Underlayment" or "VersaShield FB -2S ", preliminary attachment: Insulation: — Firestone Building Products "ISO 95+ 'GC (any thickness), mechanically attached. Membrane: "EverGuard FR EPDM ". 20: Deck: C -15/32 Incline: 1/2 Slip Sheet: — Two plies "VersaShield FB -1S ", preliminary attachment. Insulation: — Firestone Building Products "ISO 95+ GL" or "EnergyGuard" (any thickness), mechanically attached. Membrane: — " EverGuard FR EPDM ". Class B - Fully Adhered (EPDM) 1. 'Deck: C -15/32 Incline: 1/2 dnsulation: Minimum 2 -in: thick Firestone'Budding'Products "ISO 95+ GL" or ",EnergyGuard ". Membrane: — ' "EveiGuard Reinforced EPDM ", 45 or 60 mil. 2. Deck: C- 15/32 Incline: 1/4 1. Deck: NC Insulation: = Minimum 2 in. thick Firestone Building Products "ISO 95+ GL" or "EnergyGuard ". Membrane: — " EverGuard FR EPDM" (EPDM), 45 or 60 mil. Class C - Fully Adhered (EPDM) Incline: 1/2 Insulation:— Rmax "Multi -Max" or "Thermaroof1Plus -3" (printed side down), any thickness. Membrane: — " EverGuard EPDM" 45 or 60 mil. 2. Deck: NC Incline: 1/4 Insulation: = Firestone Building Products "150 954- GL" or "EnergyGuard" br Atlas Roofing "ACFoam II" or " EnergyGuard RA" any thickness. Membrane: — " EverGuard EPDM" 45 or 60 mil. 3. Deck: C -15/32 Incline: 1/2 Barrier Board: — Regular or water resistant wallboard, 1/2-in. nominal, butt joints in wallboard offset a minimum of 6 -in. from butt joints in plywood roof deck. Insulation: —,Rmax "Multi =Max" or "Thermaroof Plus -3" (printed side down), 1 -in. minimum thickness. Membrane: " EverGuard EPDM" 45 or 60 mil. 4. Deck: C-15/32 Incline: 1/4 Barrier Board: — Regular or water resistant wallboard, 'h -in. nominal, butt joints in wallboard offset a minimum of 6 -in. from butt joints in plywood roof deck. Insulation: — Firestone Building Products "ISO 95+ GL" or "EnergyGuard" or Atlas Roofing "ACFoam II" or "EnergyGuard RA" any thickness. Membrane: — " EverGuard EPDM" 45 or 60 Mil. 5. Deck: C -15/32 Incline: Unlimited Barrier Board: — minimum 1/2-in. thick Gypsum board, or minimum ' /4 -in. thick G -P Gypsum Corp. "DensDeck ® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuard TM Roofboard,"' butt joints in barrier board staggered a minimum of 6 -in. from butt joints 'in ,plywood roof deck. Membrane: — "EverGuard EPDM" 45 or 60'mil. http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R1306 - Roofing Systems Page 41 of 49 6. Deck: NC Indine: 1/4 Insulation: — Celotex "Hy -Tec" or "Energy -Loc" or "Thermax Hy -Tec Plus" or " Thermax Hy -Tec Plus II" or "Top -R -II" any thickness. Membrane: — "EverGuard EPDM" 45 or 60 mil. 7, Deck: C= 15/32 Incline: 1/4 Barrier'Board: -- Regular or water resistant wallboard, ih -in. nominal, butt . joints in barrier boardstaggered a minimum of 6 in: from butt joints'inIplywood roof deck. Insulation: — Celotex "Hy -Tec" or "Energy-Loc" or "Thermax Hy- Tec,Plus" or "Thermax Hy =Tec Plus II" or "Top -R -II" 1 in. minimum thickness. Membrane: — "EverGuard EPDM" 45 or 60 mil. Class A = Mechanically Fastened (EPDM) The insulation may be mechanically fastened to the deck with screws and metal or plastic discs; hot roofing asphalt or combination of screws /discs and hot roofing asphalt: As an alternate, the insulations may be used in combination to fulfill thermal barrier requirements but the total insulation thickness may not exceed the max insulation thickness of the classified assembly. The above mechanically fastened systems shall be installed in accordance with the manufacturer's specifications: The EPDM lap splices are sealed with "EverGuard EPDM Splice Adhesive" applied at a rate of approximately 150 to 175 lineal ft per gal (3'in.'lap coated both mating surfaces) or 131 to 150 lineal It per gal (4 -in. lap coated both mating surfaces), The laps may also be sealed with "EverGuard EPDM 3-in. and 7 -in, Seam Tape ". The edges of the laps are sealed with a 3 /8 =in. by ' /s -in. bead of "EverGuard EPDM Lap 'Sealant" or "EverGuard Lap Sealant ", (use of lap sealant with splice tapes pis optional). GAFMC "EverGuard (EPDM LVOC Primer ", "EverGuard EPDM Primer" may be used with any Classified GAFMC EPDM membrane assembly to prepare the seam area to receive any EverGuard EPDM Flashing or Seam Tap product or "EverGuard EPDM Splice Adhesive" and maintain the rating for that assembly. Pittsburgh Corning "FOAMGLAS" insulations are acceptable alternates to any polyisocyanurate insulation in any of the Classifications below. (Optional) Noncombustible deck Classifications are applicable for use over combustible (15/32 in. minimum plywood) decks when 'h =in. (minimum) gypsum board or V4 -in. (minimum) G -P Gypsum Corp. "DensDeck ® Roofboard" or "DensDeck Prime® Roofboard" of "DensDeck DuraGuard Roofboard "are used directly over the deck with all butt joints staggered a minimum of 6 -in. from butt joints in plywood roof deck. Unless otherwise indicated, the EPDM may be surfaced with "Fireshield SB EPDM" or "Fireshield WB EPDM' at 2.0 ga1/100 -ft2. When the'EPDM is surfaced with "Fireshield SB EPDM" the incline of the resultant system would be increased to a.2 -in, incline: But 'if the incline of the Classified system is greater than a 2 -in. incline, the incline of the roofing system would be maintained when surfaced with " Fireshield SBIEPDM" at 2:0- gal /100 -ft2. When the EPDM is surfaced with "Fireshield WB EPDM "'the incline of the resultant system would be increased to a 1 -in. incline. But if the incline of the Classified system is greater than a 1 -in. incline, the incline of the roofing system would be maintained when surfaced with "Fireshield WB EPDM" at 2.0 gal /100 -ft2: 1. Deck: NC Incline: 1/4 Insulation (Optional): — Any combination of the following may be used: Perlite or wood fiber or glass fiber, 3 -in. maximum. Insulation: = Wood fiber, 'h -in. minimum. Membrane: — "EverGuard EPDM" 45 or 60 mil. 2. Deck: NC Incline: 1/4 Insulation Concrete: —Deck covered with eitherof the following insulating cona-etes (poured in place): cellular or vermiculite or perlite or gypsum orstructural. Optionally; 'a base concrete deck may used if all exposed surface joints are :grouted. Insulation (Optional): —'Wood fiber (Huebert), 1 -in. maximum. Membrane: — "EverGuard EPDM" 45 or 60 mil: 3. Deck: C -15/32 Incline: 1 -1/2 Insulation (Optional): — Polyisocyanurate, extruded or expanded polystyrene, phenolic, wood fiber, glass fiber oriperlite, any thickness. Barrier Board: — Gypsum wallboard, 184 Ibs /100 =ft2 min, joints in wallboard offset 6 in. with joints in deck. Membrane: — "EverGuard EPDM" 45 or 60 mil. 4. Deck: NC Incline: 1/4 Insulation (Optional): Any UL Classified polyisocyanurate or phenolic or extruded or expanded polystyrene, any thickness. Insulation: — Wood fiber (Huebert) 1 -in. thick. (Membrane: — "EverGuard EPDM" 45 or 60 'mil. http: // database. ul. com /cgi= bin/XYV /template/LISEXT /1 FRAME /showpage.htrril ?name =T... 6/12/2010 TGFU.R 1 306 = Roofing Systems Page 42 of 49 5. Deck: C -15/32 Incline: 1 =1/2 Insulation (Optional): — Any UL Classified, any thickness. Barrier Board: — Water resistant wallboard, 'h -in: nominal, butt joints lini barrier board staggered a minimum of 6 =in. from butt joints'in plywood roof deck. Membrane: _ "EverGuard EPDM" 45 or 60 mil. 6. Deck: C -15/32 Incline: '/4 Barrier Board: — Regular or water resistant wallboard, .1/2-in. nominal, butt joints in barrier board staggered a minimum of 6 -in. from butt joints lin plywood roof deck. Insulation (Optional): — Any combination of the following may be used: Perlite or wood fiber or glass fiber, 3-in. maximum. Insulation: — Wood fiber, 1/2-in. minimum: 'Membrane: — "EverGuard EPDM" 45 or 60 mil. 7: Deck: C -15/32 Incline: 1/4 Barrier Board: — Regular or water resistant Wallboard, ' /z =in. nominal, butt joints in barrier board staggered a minimum of 6 -in. from butt joints in plywood roof deck. Insulation (Optional): — Any UL Classified polyisocyanurate or phenolic, any thickness: Insulation: — Wood fiber (Huebert), 1 -in. thick. Membrane: — "EverGuard'EPDM" 45 or 60 mil. 8. Deck: NC Incline: 1 -1/4 Insulation (Optional): — Any combination of the following may be used: Perlite or wood fiber or glass fiber, 3 -in. maximum. Insulation: — Wood fiber, 'h -in: minimum. 'Membrane: — "EverGuard Reinforced EPDM" 45 or 60 mil. 9. Deck: NC Incline: 1 =1/4 Insulation Concrete: — Deck covered with either of the following insulating concretes (poured lin place): Cellular or vermiculite or perlite or gypsum or structural: Optionally, a base concrete deck Imay be used if all exposed surface joints are grouted. Insulation (Optional): — Wood fiber (Huebert), 1 in. maximum. Membrane: — "EverGuard Reinforced EPDM" 45 or 60 mil: 10. Deck: NC Incline: 1/4 Insulation: = Atlas Roofing Corp. "ACFoam I1" or" EnergyGuard RA" or'Rmax' "Multi- Max -3 ", any thickness. Membrane: — "EverGuard Reinforced EPDM" 45 or 60 mil. 11. Deck: NC Incline: 1/2 Insulation: — Firestone Building Products "ISO 95+ GL" or "EnergyGuard" any thickness: Membrane: — "EverGuard Reinforced EPDM" 45 or 60 mil. 12. Deck:'NC Incline: 1 -1/4 Insulation (Optional): — Any UL Classified polyisocyanurate or phenolic or extruded or expanded polystyrene, any thickness. Insulation: — Wood fiber (Huebert), 1 -in. thick. Membrane: — "EverGuard Reinforced EPDM" 45 -or 60 Emil: 13: Deck: C -15/32 Incline: 1/4 Insulation (Optional): = Any UL Classified, any thickness: Barrier Board: — Water resistant wallboard, 'h -in. nominal, butt joints in barrier board staggered a minimum of 6 -in. from butt joints in plywood roof deck. Insulation (Optional): — Firestone Building Products "ISO 95+ GL" or "EnergyGuard" or Atlas Roofing Corp. " ACFoam 1:1" or " EnergyGuard RA" any thickness. Membrane: — "EverGuard Reinforced EPDM" 45 or 60 mil. 14. Deck: C -15/32 Incline: 1/4 Barrier Board: — Regular or water resistant wallboard, 'h -in. nominal, butt joints in barrier board staggered a minimum of 6 -in. from butt joints in plywood roof deck. Insulation (Optional): — Any combination of the following may be used: Perlite, wood fiber, glass fiber, any thickness. Insulation: — Wood fiber, 'h =in. minimum. http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R1306 = Roofing Systems Page 43 of 49 Membrane: — "EverGuarrd Reinforced EPDM" 45 or 60 mil: 15. Deck: NC Incline: 1/2 Insulation: = Firestone Building Products ' "ISO '95+ GL" or "EnergyGuard" or wood fiber or perlite;'any thickness. Membrane: — "EverGuard FR EPDM" 45 or 60 mil: 16. Deck: NC Incline: 1/4 Insulation: = Atlas Roofing Corp. "ACFoam II" or "EnergyGuard RA" or Rmax "Multi -Max FA" or Apache "White Une" or "Pyrox" any thickness. Membrane: — "EverGuard FR EPDM" 45 or 60 mil. 17. Deck: NC Incline: 3/4 Insulation (Optional): = Any UL Classified, any thickness: Insulation: = Wood fibertaard, thick minimum: Membrane: — "EverGuerd FR EPDM" 45 or 60 mil. 18. Deck: C-15/32 Incline: 1/2 Slip Sheet: — Two plies "VersaShield Underlayment" or "VersaShield FB -2S", preliminary attachment. Membrane: — "EverGuard FR EPDM" 45 or 60 mil. 19. Deck: C -15/32 Incline: 1/2 Slip Sheet: — Two plies Elk Corp. "VersaShield'Underlayment" or "VersaShield FB -2S ", preliminary attachment. Insulation: — Firestone Building Products "ISO 95+ GL" or "EnergyGuard" (any thickness). Membrane: = "EverGuard FR EPDM" 45 or 60 mil. 20. Deck: C -15/32 Incline: 1/2 Slip Sheet: — Two plies Elk Corp. "VersaShield FB -1S" preliminary attachment. Insulation (Optional): Firestone Building Products "ISO 95+ GL" or "EnergyGuard" (any thickness), preliminary attachment. Membrane: _ "EverGuard FR EPDM" 45 or 60 mil. 21. Deck: NC Incline: 2 Insulation: — Firestone Building Products "ISO 95+ GL" or "EnergyGuard" "ACFoam II" or "EnergyGuard RA" mechanically fastened, any thickness. Membrane: — "EverGuerd EPDM" 45 or 60 mil, mechanically fastened Surfacing: _ "Fireshield'SB EPDM "applied at 2-gall 100=ft2 22. Deck: NC Incline: 1 Insulation: = Firestone Building Products "ISO 95+ GL" or "EnergyGuard" or Atlas Roofing Corp. "ACFoam II" or "EnergyGuard RA" mechanically fastened, any thickness. Membrane: — "EverGuard EPDM" 45 or 60 mil, mechanically fastened Surfacing: — "Fireshield WB EPDM" applied at 2 -gal./ 100 -ft2 23: Deck: NC Incline: 2 Insulation: — "EnergyGuard" or "EnergyGuard 'RA" or Firestone Building 'Products Co. "ISO "95+ GL" or Atlas Roofing Corp. "ACFoam II ", mechanically fastened, any thickness. Membrane: = Carlisle Syntec Inc. "Sure-Seal EPDM" 0.045 -in. or 0.060 =in., mechanically fastened: Surfacing: — "Fireshield SB EPDM," applied at a rate of 2 -gal /100 -ft.2 24. Deck: NC Incline: 1 Insulation: — "EnergyGuard" or "EnergyGuard RA" or Firestone Building Products Co. "ISO "95+ GL" or Atlas Roofing Corp. "ACFoam II" mechanically fastened, any thickness. Membrane: — Carlisle Syntec Inc. "Sure -Seal EPDM" 0.045 -in. or 0.060 -in., mechanically fastened. Surfacing: — "Fireshield WB" applied at a'rate of 2ga1/100 -ft.2 Class B - Mechanically Fastened (EPDM) http: / /database.ul:com /cgi - bin/XYV /templ ate/LIS EXT/1F RA ME/showpage.htm 1 ?name =T::: 6/12/2010 TGFU.R 1 306 = Roofing Systems Page 44 of 49 1. Deck: C -15/32 Incline: 1/2 Slip Sheet: = One ply Atlas Roofing Corp. "FR 50 ". Membrane: — Any one of the following: a) "'EvefGirard EPDM ", 45 lar 60 mil. b) "EverGuard Reinforced EPDM "; 45 or 60 mil. c) "EverGuard FR EPDM ", 45 or 60 mil. 2. Deck: C =15/32 Incline: 1/2 Insulation: = Minimum 2 in. thick Firestone Building Products "ISO 95+ GL" or "EnergyGuard ". Membrane: _ "EverGuard Reinforced EPDM ", 45 or 60 mil. 3. Deck: C-15/32 Incline: 1/4 Insulation: — 'Minimum 2 -in. thick "ISO 95+ GL", or "EnergyGuard ". Membrane:— "EverGuard 'FR EPDM ", 45 or 60 mil. 4. Deck: C -15/32 Incline: 1/2 Slip Sheet: OneplyElk Corp. "VersaShield Underlayrnent" or "VersaShield FB -2S ", preliminary attachment. Membrane: — "EverGuard FR EPDM ", 45 or60 rnil. Class C = Mechanically Fastened (EPDM) 1: Deck: NC Incline: 1/2 Insulation: — Rmax Inc. "Multi- Max -3" or "Therrnaroof Plus -3" (printed side down); any thickness. Membrane: _ "EverGuard EPDM ", 45 or 60 mil. 2. Deck: NC Incline: 1/4 Insulation: — Firestone Building 'Products "ISO 95+ GL" or "EnergyGuard" or Atlas Roofing "ACFoam II" or" EnergyGuard RA ", any thickness. Membrane:— "EverGuard EPDM" 45 or 60 mil. 3. Deck: C -15/32 Incline: 1/2 Barrier Board: — (Regular or water resistant wallboard, 1/2 -in. nominal, butt joints in barrier board staggered a minimum of 6 -in. from butt joints in plywood roof deck. Insulation: — Rmax Inc. "Multi- Max -3" or "Thermaroof Plus -3" (printed side down), 1 in. minimum thickness. Membrane: — "EverGuard EPDM" 45 or 60 mil. 4. Deck: C -15/32 Incline: 1/4 Barrier Board: — Regular or water resistant wallboard, 1 /2 -in. nominal, butt points in barrier board staggered a minimum of 6 -in. from butt joints in plywood roof deck. Insulation: — Firestone Building Products '"ISO 95+ GL" or "EnergyGuard" or Atlas Roofing' "ACFoam II" or " EnergyGuard RA" any thickness: Membrane: — "EverGuard EPDM" 45 or 60 mil. 5. Deck: NC Incline: 1/4 Insulation: Celotex "Hy -Tec" or' "Energy -Lok" or "Thermax Hy -Tec Plus" or " Thermax fly-Tec Plus II" or' "Top -R -II "'any thickness. Membrane: — "EverGuard EPDM" 45 or 60 mil. 6. Deck: C -15/32 Incline: 1/4 Barrier (Board: Regular or water resistant wallboard, :nominal 'h -in., butt joints in barrier board staggered a minimum of 6 -in. from butt joints in plywood roof deck. Insulation: — Celotex "Hy =Tec" or "Energy -Lok" or " Thermax Hy -Tec Plus" or " Thermax Hy -Tec Plus II" or "Top -R -II" 1 in. http : / /database.ul.com /cgi - bin/XYV /temptate/LISEXT /1 FRAME /showpage.htm I ?name =T... 6/12/2010 TGFU.R1306 - Roofing Systems Page 45 of 49 t minimum thickness. Membrane: — "EverGuard EPDM" 45 or 60 mil. Class A, B or C - Mechanically Fastened (EPDM) 1: Deck: NC Indine: See Note 1 Insulation: "EnergyGuard" or "EnergyGuard IRA" or Firestone Building Products Co: "ISO "95+ GL-" or Atlas Roofing 'Corp: "ACFoam II" mechanically fastened, any thickness. Membrane: — Any 'UL Classified EPDM, any thickness. Surfacing: — "Fireshield SB EPDM ", applied at 'a rate of 2 -ga /100 -ft.2 2. Deck: NC Incline: See Note 2 Insulation: = "Ene g- VGuard" or "EnetgyGtiard IRA" or Firestone Building Products Co: "ISO "95+ GL" or. Atlas Roofing Coop. " ACFoam II" mechanically fastened, any thickness. Membrane: — Any'UL Classified EPDM, any thickness. Surfacing:,— ''SFiresfiield WB EPDM" 'applied at a rate 'of 2-ga1/100 -ft.2 Note: 1: Classification (A, B or C) and 'maximum incline limited to membrane /insulation manufacturer \'s roof system (TGFU) Certification, however the incline cannot exceed 2:12. Note: 2: Classification (A, B or C) and maximum incline limited to membrane /insulation manufacturervs roof system (TGFU) Certification, however the incline cannot exceed 1:12. 1. Deck: NC MAINTENANCE AND REPAIR SYSTEMS (EPDM) Class A Incline: 1/2 Existing Roof System: — Class A, B or C, BUR; cap sheet or gravel surfaced, gravel to be maintained at 400 Ibs /sq. Insulation: — Dow Chemical USA "STYROFOAM" Brand Recovery Board, 1 -in. thick maximum. Ply Sheet: — Type G1 or Type G2. Membrane: _ "EverGuard EPDM ", 45 bi- 60 mil; mechanically fastened in accordance with theimanufatturer's installation instructions. 2. Deck: NC Incline: 1 Existing Roof System: — Class A, B or C, BUR, cap sheet or gravel surfaced, gravel to be maintained at 400 lbs /100 =ft2. Insulation: — Dow Chemical USA "STYROFOAM" Brand Recovery Board, 1 -in. thick maximum. Ply Sheet: -- Type G1 or Type G2. Membrane: _ "EverGuard Reinforced EPDM" 45 or 60 mil, mechanically fastened 'in accordance with the manufacturers installation instructions. Class C 1. Deck: NC Incline: 1/4 Existing Roof System: — Class. A, 'B or C BUR, cap sheet or gravel surfaced, gravel to be maintained at 400 -Ibs /100 =ft.2 Insulation: = Dow Chemical USA "STYROFOAM Brand Recovery Board" 1-in. thick maximum: Membrane: _ "Eve?Guard EPDM" 45 or 60 mil, mechanically fastened in accordance with the manufacturer's installation instructions. Class A, B or C 1. Deck: C -15/32 Incline: 1/2 Existing Roof System: — Any Class A, B or C Build -Up Roof System, to retain rating place. Slip Sheet: = One layer Elk Corp.' "VersaShield Underlayment" preliminary attachment. Membrane: — "EverGuard FR EPDM" 45 or 60 mil. http : / /database.ul.com /cgi- bin/XYV/ template /LISEXT /1 FRAME /showpage.html ?name =T.. 6/12/2010 TGFU.R1306 - Roofing Systems Page 46 of 49 MAINTENANCE AND REPAIR SYSTEMS 'Unless othei.wise indicated, these constructions are intended for installation over an existing Class A, B or C system. Class AiIB or G 1: Deck: C -15/32 Incline: 1/2 Existing Roof System: — Class A asphalt or glass fiber or felt or smooth surfaced or gravel surfaced (gravel may be removed). Covered with: Base Sheet: — Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane:_ "Ruberoid Torch Granule 1" (modified bitumen); heat fused: Surfacing: = Karnak Chemical "No. 97 Fibrated Aluminum Asphalt'Roof Coating ", 11/2=ga1/100 -ft.2 or Grundy Industries "al -MB Aluminum ':Roof Coating" at 11/2-gal /300 -ft.2 2. Deck: NC Incline: 1/2 Insulation (Optional): — Perlite, glass fiber or wood fiber, 2 -in, maximum. Base Sheet: — Type 15 asphalt organic felt, Type G2 or "Flex Base 60" (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen), heat fused. Surfacing: — Gibson - Homans "Black Jack 5176 Fibered Aluminum Roof Covering" or "PC 401 Fibered Aluminum Roof Coating" at 2-gal/100-ft. 2 3. Deck: NC Incline: 1/4 Existing Roof System: — Class A,'B or C covered with: Membrane: — "Ruberoid Torch Granule 1" (modified bitumen), heat fused: Surfacing: — Gibson -Romans "Black Jack 5176 Fibered Aluminum Roof Covering" or "PC 401 Fibered Aluminum Roof Coating" at 2= ga1/100 -ft. 2 4. Deck: C =15/32 Incline: 1/2 Existing Roof System: — Class A asphalt, glass fiber, felt, smooth surfaced or gravel surfaced (gravel may be removed). Covered (Base Sheet:— Type G2, mechanically fastened or adhered with hot roofing asphalt. 'Membrane: — "Ruberoid Torch Granule 1" (modified bitumen), heat fused. Surfacing: — Gibson - Homans "Black Jack '5176 Fibered Aluminum Roof Covering" ,or "PC 401 Fibered Aluminum Roof Coating" at 2- gal /100 -ft. 2 with: 5. Deleted. 6. Deck: C -15/32 Incline: 1 Existing Roof: =Class A BUR covered with: Insulation: — Polyisocyanurate, 1 -in. minimum, covered with ' /z -in. fiberboard. Membrane: — " EverGuard EGFB" (TPA) 40 -100 mil. 7. Deck: C -15/32 Incline: 3/4 Existing Roof System: — Class A, B or C system to retain the existing Classification covered with: Membrane: — One layer "EverGuard TPO FB 600 Ultra" or "EverGuard TPO FB 800 Ultra" hot mopped or mechanically fastened. 8. Deleted. 9. Deck: C =15/32 Incline: 1/2 Existing Roof System: —Class A, B or C system to retain the existing Classification covered with Membrane: — One ply "EverGuard TPO FB 600 Ultra" or "EverGuard TPO FB 800 Ultra "adhered with "EverGuard HZ0 Bonding Adhesive" applied at 180 -ft.2 /gal. 10. Deck: C -15/32 Incline: 1/2 Existing Roof System: = Class A, B or C system to retain the existing Classification covered with: Membrane: — One ply "EverGuard TPO FB 600 Ultra" or "EverGuard TPO FB 800 Ultra" adhered with TACC 636 at 120 -ft.2 /gal. 11. Deck: C -15/32 Incline:3 /4 http: / /database.ul.com /cgi - bin/XYV /template/L IS EXT/ 1 FRA ME /showpage.htm 1 ?name =T... 6/12/2010 TGFU.R1306 - Roofing Systems Page 47 of 49 Existing Roof System: = crass A, :B or C system to retain the existing Classification covered with: Insulation: = Wood fiber, glass fiber, perlite, 1 -in, thick minimurri or gypsum board: 'Membrane: — One'ply "EverGuard TPO FB 450 Ultra" or"EverGuard TPO FB 600'Ultra" or "EverGuard TPO FB 800 Ultra" hot mopped or mechanically fastened. 12. Deleted. 13. Deck: C -15/32 Incline: 1/2 Existing Roof System: — aass A, B or C system to retain the existing Classification covered With Insulation: — Wood fiber, glass fiber, perlite, ' / -in. thick minimum or gypsum board. Membrane: — One ply "EverGuard TPO FB 450 Ultra" or "EverGuard TPO FB 600 Ultra" or "EverGuard TPO FB 800 Ultra ", adhered with "EverGuard H2O Bonding Adhesive" applied at 180 -ft.2 /gal. 14. Deck: C =15/32 Incline: 1/2 Existing Roof System: = 'Class A, B or C system to retain the existing Classification covered with Insulation: = Wood fiber or glass fiber or perlite, 'h =in. thick minimum or gypsum board. Membrane: — One ply "EverGuard TPO FB 450 Ultra" or "EverGuard TPO FB 600 Ultra" or " EverGuard TPO FB 800 Ultra" adhered with TACC 636 at 120 -ft.2 /gal. 15. Deck: C =15/32 Incline: 2 Existing Roof System: = Class A, B or C insulated or noninsulated BUR cap sheet system to retain the existing Classification covered with: Membrane: — One ply '"EverGuard TPO FB 450 Ultra" or "EverGuard TPO FB 600 Ultra" or "EverGuard TPO FB 800 Ultra" hot mopped or mechanically fastened. 16. Deck: C-15/32 Incline: 1 Existing Roof System: _ aass A, B or C insulated or noninsulated BUR cap sheet or modified bitumen system to retain the existing Classification covered with: Insulation (optional): — Polyisocyanurate, wood fiber, perlite, glass fiber, any thickness, hot mopped or mechanically fastened. Cover Board: — V2-in. thick high density wood fiber -board or 1 ply "VersaShield Underlayment" mechanically fastened. Slip Sheet (optional): — 1 ply "StormSafe" mechanically fastened Membrane: — "EverGuard Freedom TPO" self adhered 17. Deck: C -15/32 Incline: 11/2 Existing Roof System: = crass A, B or C insulated or noninsulated 'BUR cap sheet or modified bitumen system to retain the existing Classification covered with: Insulation (optional): = Polyisocyanurate, wood fiber, perlite, glass fiber, any thickness, hot mopped or mechanically fastened: Cover Board: — 1/2-in. thick high density wood fiber -board or 1 ply "VersaShield Underlayment" mechanically fastened. Slip Sheet (optional): — 1 ply "StormSafe" mechanically fastened Base Sheet: — 1 ply "Liberty SBS Self Adhering Base /Ply Sheet" or "Ruberoid SA Base /Ply Sheet" self adhered Membrane: — "Ruberoid Torch FR" or "Ruberoid SBS Heat Weld Plus FR" or "Ruberoid SBS Heat Weld 170 FR" or "Ruberoid Torch Plus FR." 18. Deck: C -15/32 Incline: 2 Existing Roof System: — Class A, B or C insulated or noninsulated BUR cap sheet system to retain the existing Classification covered with: Slip Sheet: — one ply 6= oz.yd2 polyester mat loose laid. Membrane: — "EverGuard TPO" 45, 60 or 80 =mil mechanically fastened Class B 1. Deck: C -15/32 Incline: 1/2 Existing Roof System: =Class A or B covered with: Base Sheet: — Celotex "Celo =Glas Cap Sheet "granule surface down. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen), heat fused. Surfacing: — Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" at 1 to 2 -gal /100 -ft.2 2. Deck: NC Incline: 1/2 Existing Roof System: — Class A or B gravel or smooth surfaced, covered with: Base Sheet:— Type G2 or Type G3 (inverted), mechanically fastened or adhered with 'hot roofing asphalt. Membrane: — "Ruberoid Torch Granule 1 ":heat fused. http: / /database.ul.com /cgi- bin /XYV /tempi ate/L ISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R1306 - Roofing Systems Page 48 of 49 Surfacing: — Henry "No. 523 Fibered Aluminum" at 1 to 2 -gaI /100 -ft.2 or GEO Industries "No, 923 Fibered Aluminum" at 1 to 2= gal/100-ft. 2 3. 1Deck: C =15/32 Incline: 1/2 (Existing Roof System: = Oats A or B covered with: Base Sheet .= Celotex "Celo -Glas Cap Sheet" granule surface down. 'Membrane: _ "Ruberoid Torch Granule 1" (modified bitumen), heat fused. Surfacing:— Gibson = Homans "Black Jack '5176 Fibered Aluminum' Roof Covering" or "PC 401 Fibered Aluminum Roof Coating" at 2 -gal /100 -ft. 2 4. Deck: NC Incline: 1/2 Existing Roof System: = Class A or B gravel or smooth surfaced, covered with: Base Sheet: = Type G2 or Type G3 (inverted), ,mechanically fastened or adhered with hot roofing asphalt. Membrane: _ "Ruberoid Torch'Granule 1" (modified!bitumen),'heat fused: Surfacing: — Gibson = Homans "Black Jack 51761Fibered Aluminum Roof Covering" or "PC 401 Fibered Aluminum RoofCoating" at 2-gal/100-ft. 2 5. Deck: C =15/32 Incline: 1/2 Existing Roof System: — Oast B covered with: Base Sheet (Optional): — Type G1 or Type'G2. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen), heat fused. Surfacing: — Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt :Roof Coating" 11 /2=gal /100 =ft.22 6. Deck: NC Incline: 1 Existing Roof System: — Existing Class A, B or C (BUR, cap sheet, 'smooth surfaced, gravel may be removed. 'Insulation (Optional): — Perlite, glass' fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base /Ply Sheet: — One orimore Plies 'Type 1G1 or Type G2, hot mopped in place. Coating: _ "Fibered Aluminum Roof Coating" 11 /z -gal /100 =ft.2 7. Deck: NC Incline: 1 Existing Roof System: Existing Class A, B orC BUR, cap'sheet, smooth surfaced, gravel may be removed. Insulation (Optional): = 'Peelite, glass fiber, Ipolyisocyanurate, wood fiber, mechanically fastened, 'any thickness. Base /Ply Sheet: — One or more plies Type G1 or Type G2, fully adhered with either "Ruberoid Modified Bitumen Adhesive" or "Ruberoid 'Modified Bitumen Flashing Cement ". Coating: _ "Fibered Aluminum Roof Coating" 11/2-gal /100 =ft.2 8. Deck: C =15/32 Incline: 3/4 Existing Roof System: = Class A, B or C system to retain the existing'Glassification covered with: Membrane: = One layer "EverGuard TPO IFB 450 Ultra" hot mopped ormechanically fastened. 'Last Updated on 2010 -05 -04 Questions? Print this oage Notice of.Disclaimer Page Too Copvright © 2010 Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been imanufadtured under UL's Follow -Up Service. Only 'those products bearing the ULIMark should be considered to be Listed and ,covered :under UL s Follow =Up Service. Always look for the Mark on the 'product. 1UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs 'and /or Listings (files) must be presented in their entirety and in a non - misleading' manner, withoutany manipulation of the data (or drawings). 2. The statement "Reprinted from the Online :Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include' a copyright notice in the following format: "Copyright © 2010 Underwriters Laboratories Inc; ®" http: / /database. ul.com /cgi - bin /XYV /templ ate/LISEXT/ 1 F RAME /showpage.html ?name =T ... 6/12/2010 TGFU.R1306 - Roofing Systems Page 49of49 An independent organization working tar a safer world with integrity, precision and knowledge. http: // database. ul. com /cgi- bin/XYV /template/LISEXT/ 1 FRAME /showpage.html ?name =T... 6/12/2010 r aia Johns Manville 001% 2wee. ❑ JM PVC ❑ JM PVC Fleece Backed FxLE ❑ 50 mil ❑ 60 mil '❑ 80 Emil Description A flexible, thermoplastic membrane manufactured using UV- resistant polyvinyl chloride and Elvaloy KEE (ketone ethylene ester) formulation. JM PVC membranes are reinforced with a non- wicking polyester fabric and Aramid fiber- reinforced edge. JM PVC is also available with a lightweight polyester fleece back. The fleece backing is applied in -line ensuring a strong membrane -to- fleece bond. Use Waterproofing membrane in new, re -roof (tear -off) and re -cover roof constructions. 'Install over approved cover boards and insulations, when required. Advantages • Exceptional weathering capabilities (Exceeds 12,000 hours of ASTM G 53 Accelerated Weathering Testing) • Long -term flexibility and durability due to Elvaloy formulation • Lowest commercial roofing life cycle cost $0.37 per square foot per year • Inherent chemical (resistance to oils, air conditioning coolants, fuels and grease • Excellent for re -cover situations, reducing labor and disposal costs • High tensile strength Installation 1. Unroll and allow sheet to relax prior to application. 2. Fully adhere or mechanically fasten membrane over approved roofing substrates according to FM Global requirements, published standard fastening patterns or adhesive recommendations. 3. Heat weld seams. Since a non - wicking reinforcement is utilized, no edge sealant is needed: Refer to the JM PVC application guides for complete installation methods and additional technical data. Product Information Energy and the Environment ENERGY STAR* 'Pass Reflectivity: 0.86 Title 24 (CRRC) Initial 3 Year _ Pass Pass Reflectivity: 0.86 Emissivity: 0.86 Reflectivity: 0.70 Emissivity: 0.82 - LEED _- Sandstone Reflectivitv: 0.86 Emissivity: 0.94 SRI: 109 Recycled Content JM PVC Post Consumer: 0% Post Industrial: 0 % -10% Producing Locations: Pawtucket, RI and Lancaster, SC - Results shown are for the initial reflectivity and emittance for white membranes; emissivity values for Title 24 are tested per ASTM C 1371; LEED emissivity values are tested per ASTM E 408. Applicable Standards JM PVC mechanically fastened and fully adhered roof systems are classified by Underwriters Laboratories Inc., Underwriters Laboratories of Canada, FM Global, Miami -Dade and Florida Building Code: JM membranes also meet the material requirements of International Building Code. JM Peak Advantage Guarantees Product Mechanically Fastened or Fully Adhered JM PVC 50, JM PVC 50 Fleece Back 5, 10 or 15 yr NDL JM PVC 60, JM PVC 80, JM PVC 60 and 80 Fleece Back 5,10,15, or 20 Yr rnEVIEWED Fl CODE CO PLI PPRO Precautions Do not allow membranes to come in direct contacclnii�q a,�pf>alt,Gqt tar pitch or any petroleum -based produc3. Ujj11�� GG 44 LLUU Product Thickness Color Sizes B'�� -a.rrty we 11 ‘,70417Wt ®������` White Grey Sandstone Width L Length .-. . JM PVC 50 X X X 6.5' (1.98 m) 100' (30.48 m) 220 Ib (100 kg) _ __ 3.25' (1 m) 100' (30.48 m) 111 lb (50 kg) X * 10'(3.05) - _ 100' (30:48 m) _ 338 Ib (154 kg) 5' (1:52 m) 100' (30.48 m) -_ - 169 Ib (77 kg) 60 X X X '6.5' (1.98 m) 100' (30.48 m) 261 Ib_(119 kg) 3.25' (1 m) _ 100' (30.48 m) 131 Ib (60 kg) X * * 1013.05 m)_ 100' (30.48 m) _ 402 Ib (183 kg) 5' (1.52 m) - 100' (30.48 m) 201 Ib (91 kg) 80 X * 6.5'1.98m) 75' (22.86 m) _ 261 Ib (119 kg) _ 3.25'(1 m) 75' (22.86 m) 131 Ib (60 kq) JM PVC Fleece Back 73 X * * 6.33' (1.93 m) 90' (27:43 m) 209 Ib (95 kg) 88 X - * * 6.33' (1.93 m) 901(27.43 m) 2441b (111 kg) 103 X * * 6.33' (1.93 m) 75' (22.86 m) - 320 Ib (145 kg) * Products are not stocked as standard and may be special ordered with 4 - 6 week lead time and required minimum quantities. Please check with your JM sales representative. - - - t(Ot53 Refer to the Material Safety Data Sheet (MSDS) prior to using PVC membranes. Material Safety Data Sheet is ava (800) 922 -5922 or on the Web at www.jm.com/r ; CE?VED RS- 8276 12 08 t e 1acTs-OE) PERMIT CENTER 1u� 0 aid Johns Manville ❑ JM PVC ❑ JM PVC Fleece Backed 0 5 mil ❑60 mil ❑80mil .tS-.GS'3'.L:3''- '..,.1.`'.tf ? rtY-i.' . Wit.' S' �S'{ Lr '#+ ^:?K'l�flY3i7.1ksR,cFtY1.n•" ''}. f. JF4 $SH,�'_#= SA+`Y`Y•*- EsT�SL'F >h. Membranes meet or exceed all of the requirements of ASTM D 4434, Type III. Tested Physical Properties* JM PVC Membranes ASTM Test Method ASTM Requirements 50 Mil 60 Mil 80 Mil Thickness, min, in. (mm) D751 +/- 10% from Nominal 0.049 (1.25) 0.059 (01.50) 0.078(1.98) Thickness Over Scrim; min; in (mm) D4434 0.016 (0.40) 0.019 (0.48) 0.027 (0.69) 0.038 (0.97) Breaking Strength, min, lb/in (kN /m) D751 200 (35) 374 (65.5) 412 (72.1) 418 (73.2) Elongation at Break, min, % D751 20 29 29 32 Seam Strength, min, % of breaking strength D751 75 100 _ 100 _ 100 Properties after Heat Aging, min 0751/D3045 Breaking Strength, % 90 92 91 97 _ Elongation,% 90 91 94 90 Tear Resistance, min, Ibffn. (N) D751 45 (200) 88.6 (394) 110.6 (492) 81 (360) Low Temperature Bend, °F, ( °C) D2136 Pass Pass © -40, ( -40) Pass © -40 ( -40) Pass © -40 ( -40) Accelerated Weathering G53 _ Cracking (@7x magnification) None No Cracking_ No Cracking No Cracking Crazing (©7x Magnification) None No Crazing No Crazing No Crazing Linear Dimensional Change, max, % D1204 0.5 0.4 0.5 0.4 Change in Weight After Immersion in Water, max, % 0570 modified 3.0 _ 0.41 0.41 0.41 Static Puncture Resistance, lbf (kg) D5602 Pass @ 33 (15) Pass Pass Pass Dynamic Puncture Resistance, J D5635 Pass © 20 Pass Pass Pass Membranes meet or exceed all of the requirements of ASTM D 4434, Type III. Tested Physical Properties* JM PVC Fleece Backed Membranes ASTM Test Method ASTM Requirements 50 Mil Fleece Back 60 Mil Fleece Back 80 Mil Fleece Back Thickness, min, in. (mm) D751 +/- 10% from Nominal 0.073 (1.85) 0.088 (2.24) 0.103 (2.61) Thickness Over Scrim, min, in. (mm) D4434 0.016 (0.40) _ _ 0.02 (0.51) 0.03(0.76) 0.03(0.76) Breaking Strength, min, lb/in (kN /m) D751 200 (35) 436(76.3) 457 (80.0) 511 (89.4) Elongation at Break, min, % D751 20 40 _ 33 42 Seam Strength, min, % of breaking strength D751 75 100 90 Properties after Heat Aging, min D751/03045 Breaking Strength, % 90 93 90 92 Elongation, % 90 95 92 94 Tear Resistance, min, Ibffn: IN) D751 45 (200) 175(778) __ 86.3 (384) 84.6(376) Low Temperature Bend, °F, ( °C) D2136 Pass Pass 0 -40, ) -40) Pass OD -40 ( -40) Pass -40 ( -40) Accelerated Weathering G53 Cracking (©7x magnification) None No Cracking No Cracking No Cracking Crazing (©7x Magnification) None No Crazing No Crazing No Crazing Linear Dimensional Change, max, % D1204 0.5 0.3 0.1 0.2_ Change in Weight After Immersion in Water, max, % D570 modified 3.0 0.41 0.41 0.41 Static Puncture Resistance, lbf (kg) 05602 Pass © 33(15) Pass Pass Pass Dynamic Puncture Resistance, J D5635 Pass 0 20 Pass Pass Pass *Tested Values - 78' Width (Magill Laboratories, Inc. - 12/9/2005) Refer to the Material Safety Data Sheet (MSDS) prior to using PVC membranes. Material Safety Data Sheet is available by calling (800) 922 -5922 or on the Web at www.jm.com/roofing. RS -8276 12 -08 (Replaces 9 -08) TGFU.R10167 - Roofing Systems ONLINE CERTIFICATIONS DIRECTORY 004 2 Page 1 o f 69 Page Bottom See General Information for Roofing Systems JOHNS MANVILLE 717 17TH ST DENVER, CO 80202 USA TGFU.R10167 Roofing Systems Roofing Systems FELE CO M?' R1016 REVIEWED FOR CODE COMPLIANCE APPROVE JUN 2 4 2010 City of Tukwila BUILDING DIVISION 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum DensDeck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. Polystyrene insulation must be placed beneath the gypsum board and DensDeck®. "DuraFoam" may be used in lieu of "Fesco- Foam" applicable Classifications. "Fesco HD" is a suitable alternate to "Duraboard" in any applicable Classification. "RetroPlus" is an acceptable alternate to "Retro -Fit" in any applicable Classification: "ValuTherm" may be used in lieu of "ENRGY 3" in any applicable Classification. " ENRGY 3 Foil Faced" may be used in lieu of " ENRGY 3" in any applicable Classification. "InvinsaFoam" may be used in lieu of the combination of "Invinsa Roof Board" and "ENRGY 3" in any Classified system where "Invinsa Roof Board" is directly over "ENRGY 3 ", "Urethane Insulation Adhesive" may be used to adhere insulation in any of the following Classifications: Base sheets and ply sheets may be adhered with hot asphalt (15 -25 lb /sq) or "BUR Adhesive ", applied at 1 to 2 gal /sq. unless otherwise specified adhesive may be applied by brush, roller, notched squeegee or spray equipment: Vapor barriers or ply sheets are optional beneath roof Insulation on all systems: Unless otherwise indicated, 7/16 in. (min) thick non - veneer APA rated oriented strand board may be substituted for wood fiberboard in the following systems. Unless otherwise indicated, wood fiberboard may be substituted for polyisocyanurate insulation in any of the following non - combustible systems. "GlasPly IV" and "GlasPly Premier" are suitable altemates to Type G1 ply sheet. "GlasBase XT" is an acceptable alternate to "GlasBase" in all applicable Classifications. Base /Ply Sheet Listed: Acceptable Altemative DynaBase DynaBasePR* DynaMopGL 2.2 P /S* DynaMop GL 2.2 P/S QL* DynaWeld Base DynaWeld GL 2.2 P/P DynaWeld Base DynaWeld GL 2.2 P/P DynaGrip Base DynaGrip Base SD /SA 131,044*. tS3 RECEI VED 2010 PERMIT CENTER JUN 15 http://database.uhcom/cgi -bin/XYV/template/LISEXT/1 FRAME /showpage:html ?name =T..: 6/12/20.1'0 TGFU.R10167 - Roofing Systems Page 2 of 69 Unless otherwise indicated, the term "Referenced SBS Base Sheets" will include the following: "DynaLastic 250 ", " DynaLastic 250S ", "DynaWeld Cap 250 ", "DynaWeld 250S ", "DynaKap ", "DynaPly ", "DynaPly Heat Welded ", "]M SBS 170 ", "DynaBase ", "DynaBase PR "; "DynaBase XT "; "DynaWeld Base Sheet ", "DynaWeld GL 2:2 P /P ", "DynaMop o" p G p L 2.2 P /S ", DynaMop PR 2.2 P/5"; "DynaMop GL 2:2 P/S QL ", "DynaMop PR 2:2 P/S QL" , " DynaLastic 180 "D y y y naLeStic 1805 ", "DynaWeld Ca 180", "DynaWeld 180S ", "DynaWeld PR 3:0 P /P ", "DynaGlas', "DynaGlas S ", "Nord Flex Duo Ply FR Base Sheet "; "]M CleanBond Base ", "Dibiten SAS Base "; "DynaGrip Base ", "DynaGrip Base SD /SA ", "DynaGrip Base SA /SD "DynaGrip Base SA/SA", mechanically fastened, hot mopped or heat welded. "JM E3 Co, a Johns Manville company dedicated to emerging energy technologies ", produces the "JM E3 co PowerBlanketTM" product, a factory laminated solar blanket consisting of United Solar Ovonic LLC's Field- Assembled Photovoltaic (Solar) Module Systems "PVL -29, -31, '58, -60, -62, - 64, -68, =87, =93, -116, -120, =124, =128, -136; - 144 "attached to a specific UL Classified Johns Manville membrane, may be installed over any UL Classified Johns Manville BUR, SBS modified bitumen or TPO roofing system. For BUR and SBS modified bitumen systems, the Module System is adhered to a layer of "JM TPO FB" in the factory, which is then attadied to the roofing membrane in the field using ribbons of MBR Bonding Adhesive, at 6 in: OC to 12 in. OC. The maximum incline and Classification (Class A, B or C) for BUR and SBS modified bitumen systems shall be in accordance with the Classification established for the membrane roofing assembly, however the incline cannot exceed 1:12. For TPO systems, the Module System is self- adhered to the roofing membrane in the field, or is attached to a layer of "JM TPO" in the factory, which is then attached to the roofing membrane in the field using heat welding. The Classification apples to combustible and non- combustible decks. The maximum incline and Classification (Class A, B or C) for TPO systems shall be in accordance with the Classification established for the membraneiroofing assembly, however the incline cannot exceed 2:12." ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Unless otherwise specified, min insulation thicknesses shall be "Fesco" or "DuraBoard" 3/4 in., "ISO 3" 1.4 in., "ENRGY 3" 1.4 in., "Fesco- Foam" 1.5 in. min, "Fesco -Foam" 1.5 in. min placed foam side down over min 3/4 in. thick "Fesco" or "DuraBoard ", mechanically fastened to the deck; is a suitable alternate for 1.5 in. min "Fesco- Foam ". Uniform thickness or tapered insulation may be used in the following systems provided they do not exceed the indicated incline or thickness. The following products may be used in lieu of "ENRGY 3" or "ISO -3 ": "PSI- 25 =2 ", "Nailboard ", "ENRGY3 Plus ", "ISO 3 Foil Faced ", "ENRGY 3 Gypsum Composite" or "Fesco- Foam ". "GlasBase Plus" is a suitable alternate to "GlasBase" or "DynaBase ". "Fiber Glass Roof Insulation" or "Laminator Board" may be used in any noncombustible deck roofing systems. Fiberglas Canada "Base Cap Roof Insulation" may be used as an alternate to "Fiber Glass Roof Insulation ". 1/2 in. thick "Invinsa Roof Board" is an acceptable alternate to 1/4 in. thick "Invinsa Roof Board ". http: // database. ul: com /cgi- bin/XYV /template/LISEXT /1 FRAME/showpage.htrnl ?name =T... 6/12/2010 DynaGrip Base SA/SD Dibiten SAS Base DynaGrip Cap Dibiten SAS Cap DynaWeld GL 2.2 P/P DynaBase HW DynaPly DynaPly Heat Welded * Limited to noncombustible roof deck Membrane Listed: Acceptable Altemative DynaLastic 180S DynaLastic 180 DynaBase PR DynaWeld PR 3.0 P/P DynaWeld 180S DynaMopGL 2.2 P/S DynaMop GL 2.2 P/S QL DynaLastic 180 DynaWeld Cap 180 DynaLastic 180 FR DynaWeld Cap 180 FR DynaLastic 250 FR DynaWeld Cap 250 FR DynaLastic 250 DynaWeld Cap 250 DynaLastic 250S DynaWeld 250S DynaKap FR DynaKap FR Heat Welded Unless otherwise indicated, the term "Referenced SBS Base Sheets" will include the following: "DynaLastic 250 ", " DynaLastic 250S ", "DynaWeld Cap 250 ", "DynaWeld 250S ", "DynaKap ", "DynaPly ", "DynaPly Heat Welded ", "]M SBS 170 ", "DynaBase ", "DynaBase PR "; "DynaBase XT "; "DynaWeld Base Sheet ", "DynaWeld GL 2:2 P /P ", "DynaMop o" p G p L 2.2 P /S ", DynaMop PR 2.2 P/5"; "DynaMop GL 2:2 P/S QL ", "DynaMop PR 2:2 P/S QL" , " DynaLastic 180 "D y y y naLeStic 1805 ", "DynaWeld Ca 180", "DynaWeld 180S ", "DynaWeld PR 3:0 P /P ", "DynaGlas', "DynaGlas S ", "Nord Flex Duo Ply FR Base Sheet "; "]M CleanBond Base ", "Dibiten SAS Base "; "DynaGrip Base ", "DynaGrip Base SD /SA ", "DynaGrip Base SA /SD "DynaGrip Base SA/SA", mechanically fastened, hot mopped or heat welded. "JM E3 Co, a Johns Manville company dedicated to emerging energy technologies ", produces the "JM E3 co PowerBlanketTM" product, a factory laminated solar blanket consisting of United Solar Ovonic LLC's Field- Assembled Photovoltaic (Solar) Module Systems "PVL -29, -31, '58, -60, -62, - 64, -68, =87, =93, -116, -120, =124, =128, -136; - 144 "attached to a specific UL Classified Johns Manville membrane, may be installed over any UL Classified Johns Manville BUR, SBS modified bitumen or TPO roofing system. For BUR and SBS modified bitumen systems, the Module System is adhered to a layer of "JM TPO FB" in the factory, which is then attadied to the roofing membrane in the field using ribbons of MBR Bonding Adhesive, at 6 in: OC to 12 in. OC. The maximum incline and Classification (Class A, B or C) for BUR and SBS modified bitumen systems shall be in accordance with the Classification established for the membrane roofing assembly, however the incline cannot exceed 1:12. For TPO systems, the Module System is self- adhered to the roofing membrane in the field, or is attached to a layer of "JM TPO" in the factory, which is then attached to the roofing membrane in the field using heat welding. The Classification apples to combustible and non- combustible decks. The maximum incline and Classification (Class A, B or C) for TPO systems shall be in accordance with the Classification established for the membraneiroofing assembly, however the incline cannot exceed 2:12." ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Unless otherwise specified, min insulation thicknesses shall be "Fesco" or "DuraBoard" 3/4 in., "ISO 3" 1.4 in., "ENRGY 3" 1.4 in., "Fesco- Foam" 1.5 in. min, "Fesco -Foam" 1.5 in. min placed foam side down over min 3/4 in. thick "Fesco" or "DuraBoard ", mechanically fastened to the deck; is a suitable alternate for 1.5 in. min "Fesco- Foam ". Uniform thickness or tapered insulation may be used in the following systems provided they do not exceed the indicated incline or thickness. The following products may be used in lieu of "ENRGY 3" or "ISO -3 ": "PSI- 25 =2 ", "Nailboard ", "ENRGY3 Plus ", "ISO 3 Foil Faced ", "ENRGY 3 Gypsum Composite" or "Fesco- Foam ". "GlasBase Plus" is a suitable alternate to "GlasBase" or "DynaBase ". "Fiber Glass Roof Insulation" or "Laminator Board" may be used in any noncombustible deck roofing systems. Fiberglas Canada "Base Cap Roof Insulation" may be used as an alternate to "Fiber Glass Roof Insulation ". 1/2 in. thick "Invinsa Roof Board" is an acceptable alternate to 1/4 in. thick "Invinsa Roof Board ". http: // database. ul: com /cgi- bin/XYV /template/LISEXT /1 FRAME/showpage.htrnl ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 3 of 69 Taped joints are optional with "Fiber Glass Roof Insulation ". "PerrnaMop" modified asphalt is an acceptable alternate to hot roofing asphalt in the asphalt felt built -up roofing systems. Red rosin paper must be used over combustible decks when "GlasPly IV" or "GlasPly Premier" are nailed as base sheets in asphalt membrane systems. "PermaPly 28" is a suitable alternate to "GlasBase" fiber glass base sheet. The Class A and 8 roof coverings are suitable for installation over min 3/4 in. thick "Fesco'; "DuraBoard" or "Fiber Glass Roof Insulation ". Min 3/4 in thick wood fiber roof insulation is suitable any for assemblies over noncombustible decks unless otherwise specified: "GlasTite flexible" is a suitable alternate for "DynaBase ", "GlasBase" or "PermaPly 28 ". "DynaWeld Cap FR" is suitable substitute for "DynaGlass 30 FR ". Barrett "Ram -Tough KLB -100" modified asphalt may be used in lieu of standard hot mopping asphalt in all applicable Classifications: "Roof Defender Fiber Glass Cap Sheet" is a suitable alternate to "PermaPly 28" in all applicable Classifications. " DynaGlas S " and "DynaLastic 250S" may be used in lieu of "DynaPly" in all applicable Classifications. Class A 1: Deleted. 2. Deck: C -15/32 Incline: 1 Insulation (Optional): = Any thickness, one or more layers "Fesco" or "DuraBoard ", " Fesco- Foam ", "Fiber Glass Roof Insulation "; "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in "Retro -Fit" cover board; or 3/4 in "Fesco" or "DuraBoard" over polystyrene. Base Sheet: = One ply Type G1 or "GlasPly IV" or "GlasPly Premier', or Type G2 "Glas -Base" or "Ventsulaton ", or "DynaBase" or "DynaGrip SD /SA" (modified bitumen), nailed or hot mopped or self - adhered, Ply Sheet — Two or more plies Type G1 or "GlasPly IV ", "GlasPly Premier ", hot mopped. Surfacing: — Gravel, crushed stone or slag and hot roofing asphalt. 3. Deck: C =3/4 Incline: 3 Insulation (Optional): — Any thickness, one or more layers "Fesco" or "DuraBoard'; "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. Base Sheet: — Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation" or "DynaBase" (modified bitumen), nailed or hot mopped. Ply Sheet: = Two or more plies Type G1 or "GlasPly IV ", "GlasPly Premier ", hot mopped. Surfacing: — Gravel, crushed stone or slag and hot roofing asphalt. 4. Deck: C -3/4 Incline: 3 Insulation (Optional): — Any thickness, one or more layers "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. Ply Sheet: — Three or more plies Type G1 or "GlasPly IV ", "GlasPly Premier ", nailed or hot Mopped, Surfacing: — Gravel, crushed stone or slag and hot roofing asphalt, 5. Deck: NC Incline: 1 -1/2 Insulation O tional ( p ): — Any thickness, one or more layers "Fesco" or "DuraBoard", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board; or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. Base Sheet: = Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation" or "DynaBase" (modified bitumen), nailed or hot mopped. Surfacing: — Type G3 "GlasKap "; hot mopped. 6. Deck: NC Incline: 1 =1/2 Insulation (Optional): — Any thickness, one or more layers "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. Ply Sheet: — Two or more plies Type G1 or "GlasPly IV ", "GlasPly Premier", nailed or hot mopped. Surfacing: — Type G3 "GlasKap ". 7. Deck: C -15/32 Incline: 1 http : / /database.ul. corn /cgi- bin/XYV /tempi ate/LISEXT /1 FRAME /showpage.htm I ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 4 of 69 Insulation (Optional): — Any thickness; one or more layers of 1/2 in. "Retro -Fit "; "DuraBoard ", "Fesco" or "DuraBoard ", "Fesco= Foam ", "Fiber Glass Roof Insulation ", "ISO 3 "; "ENRGY 3" or any UL Classified polyisocyanurate insulation; in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. All insulation joints offset from plywood deck joints, 6 in. min. Base Sheet: — One ply Type G1 or "GlasPly Premier" or "GlasPly IV ", or Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation ", or "DynaBase" (SBS modified bitumen); mechanically attached or hot mopped: Ply Sheet: — One or more plies Type G1 or "GlasPly Premier ", "GlasPly IV ", hot mopped. Surfacing: — Type 'G3 "GlasKap ", hot mopped. 8. Deck: C -15/32 Iodine: 1 Insulation: — Any thickness, one or more layers "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation. One layer of 1/2 in. "Retro -Fit Board" may be placed on top of the above insulations but is not acceptable by itself. Base Sheet: — "PermaPly 28 ", "GlasBase ", "Ventsulation ", "DynaBase ", "GlasPly IV ", "GlasPly Premier ", nailed. Ply Sheet: — "DynaPly" or "DynaBase ", hot mopped. Surfacing: — Type G3 "GlasKap ", hot mopped. 9. Deck: C =15/32 Incline: 1 Base Sheet: — "PermaPly 28 ", "GlasBase ", "Ventsulation" or "DynaBase ", nailed. Ply Sheet: — "DynaPly" or "DynaBase ", hot mopped. Surfacing: — Type G3 "GlasKap", hot mopped. 10. Deck: C =15/32 Incline: 3 Insulation (Optional): — Any thickness, one or more layers 1/2 in. "Retro- Fit ", "DuraBoard ", "Fesco ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened. All insulation joints offset from plywood deck joints, 6 in. min. Base Sheet: — "PermaPly 28" or "GlasBase ", nailed or adhered with hot roofing asphalt. Ply Sheet: — Two or more plies "Roof Defender Fiber Glass Cap Sheet ", "GlasBase ", "GlasPly IV ", "GlasPly Premier ". Surfacing: — Gravel or slag. 11. Deck: C -15/32 Incline: 2 Base Sheet: — "Roof Defender Fiber Glass Cap Sheet" or "GlasBase "; nailed or adhered with hot roofing asphalt: Insulation: — Any thickness, one or more layers "Fesco" or "DuraBoard" (must be 1 in. min at 1 in. incline), "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate, hot mopped or mechanically fastened, in combination (optional) with 1/2 in. "Retro =Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. Ply Sheet: — Two or more plies Type G1 or "GlasPly IV ", "GlasPly Premier ". Surfacing: — Type G3 "GlasKap ". 12. Deck: NC Incline: 2 Base Sheet (Optional): — "Roof Defender Fiber Glass Cap Sheet ", "GlasBase ", "GlasBase PIus" or "Ventsulation ", nailed or adhered with hot roofing asphalt. Insulation (Optional): — Any thickness, one or more layers "Fesco" or "DuraBoard ", "Fesco= Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate, hot mopped or mechanically fastened, in combination (optional) with 1/2 in. "Retro- Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. Ply Sheet: — Two or more plies Type G1 or "GlasPly IV` ", `'GlasPly Premier ". Surfacing: — Type G3 "GlasKap ". 13. Deck: C 15/32 Incline: 1 Base Sheet: — One ply "PermaPly 28 ", "Glasbase ", "GlasBase Plus ", "Ventsulation ", nailed. Ply Sheet: — Two or more plies "GlasPly Premier ", "GlasPly IV ", "PermaPly 28 ", "GlasBase ", hot mopped. Surfacing: — "GlasKap" hot mopped. 14. Deck: C =15/32 Incline: 1/2 Insulation (Optional): — Any thickness, one or more layers of "Invinsa'Roof Board ", "Fesco-Foam ", "Riber-Glass Roof Insulation ", "ISO 3 ", "ENRGY 3 "; or any UL Classified polyisocyanurate insulation. All insulation joints offset from plywood deck joints, 6 in. min. Base Sheet: — One ply Type Gi or "GlasPly Premier" or "GlasPly IV ", or Type G2 "PermaPly 28 "; "GlasBase" or "Ventsulation ", or "DynaBase" (SBS modified bitumen), mechanically attached or hot mopped. Ply Sheet: — One or more plies Type G1 or "GlasPly Premier ", "GlasPly IV ", hot mopped. Surfacing: — Type G3 "GlasKap ", hot mopped. 15. Deck:. NC Incline: 1/2 Insulation(Optional): — "ENRGY 3 ", any thickness, mechanically fastened; in combination with 1/2 inch "Retro =Fit" cover' board, hot mopped. http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME/showpage.html ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 5 of 69 Ply Sheet: = Two or more plies "GlasPly Premier" or "GlasPly IV ", hot mopped, Surfacing: _ "GlasKap CR", hot mopped. 16. Deck: C -15/32 Incline: 1/2 Base Sheet: — PermaPly 28, mechanically attached or hot mopped. Insulation: Any thickness, one or more layers "Fesco" or "DuraBoard ", "Fesco - Foam "; "Fiber Glass Roof Insulation ", "ISO 3`, "ENRGY 3" or any UL Classified polyisocyanurate, hot mopped or mechanically fastened, in combination (optional) with 1/2 "Retro -Fit" cover board, or V4 in. "Fesco" or "DuraBoard ". Ply Sheet: — Two or more plies Type G1 or "GlasPly IV ", "GlasPly Premier ", hot mopped: Surfacing: — Type G3 "GlasKap CR ", hot mopped: 17: Deck: C -15/32 Indine: 1/2 Insulation (Optional): —.Any thickness, one or more layers "Invinsa Roof Board ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "Fesco - Foam", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation. All insulation joints offset from plywood deck joints, 6 tn. minimum. Base Sheet: = One ply Type G1 or "GlasPly IV ", "GlasPly Premier ", or Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation ", or "DynaBase" (SBS modified bitumen), mechanically attached or hot mopped. Ply Sheet — One or more plies Type G1 or "GlasPly IV", "GlasPly Premier ", hot mopped. Surfacing: — Type G3 "GlasKap CR ", hot mopped. 18. Deck: NC Incline: 1 Impact 4 Insulation (Optional): — Any thickness, one or more layers "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board; or 3/4 in: "Fesco" or "DuraBoard" over polystyrene. Base Sheet: — Two to four plies Type G1, G2 or G3, nailed or hot mopped. Surfacing: — Gravel, crushed stone or slag and hot roofing asphalt. Class B 1. Deck: NC Incline: 3 Insulation (Optional): = Any thickness, one or more layers "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation "; "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in: "Fesco" or "DuraBoard" over polystyrene. Base Sheet: — Type G2 "Roof Defender Fiber Glass Cap Sheet ", "GlasBase" or "Ventsulation ", or "DynaBase" (modified bitumen); nailed. Ply Sheet: — One or more plies "GlasPly IV ", "GlasPly Premier", 'hot mopped: Surfacing: — Type G3 "GlasKap ", hot mopped. 2. Deck: NC Incline: 3 Insulation (Optional): — Any thickness, one or more layers "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in: "Retro -Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. Ply Sheet: = Two or more plies Type G1 or "GlasPly IV ", "GlasPly Premier ", nailed or hot mopped. Surfacing: — Type G3 "GlasKap ", hot mopped. 3. Deck: C -15/32 Incline: No Limitation Base Sheet (Optional): _ "Roof Defender Fiber Glass Cap Sheet ", "GlasBase ", "GlasPly IV ", "GlasPly Premier ", nailed or adhered with hot roofing asphalt. Ply Sheet: = Two or more plies Type G1 or "GlasPly IV ", "GlasPly Premier ". Surfacing: = Type G3 "GlasKap ". 4. Deck: NC Incline: 1 Insulation(Optional): — "ENRGY 3 ", any thickness, mechanically fastened. Insulation: — 1/4 inch "Invinsa Roof Board ", hot mopped. Ply Sheet: — Two or more plies "GlasPly Premier" or "GlasPly IV ", hot mopped.. Surfacing: — "GlasKap CR ", hot mopped. 5. Deck: 15/32 Incline: 1 Barrier Board: — 1/2 inch min. gypsum board, mechanically fastened (joints in gypsum board are staggered a min. of 6 in. from the joints in the plywood). Ply Sheet: — Two or more plies "GlasPly Premier" or "GlasPly IV ", hot mopped.. Surfacing: — "GlasKap CR ", hot mopped. http: / /database.ul.com /cgi - bin/XYV /tempi ate/L ISEXT/ 1 FRAME /showpage.htm 1 ?name =T.:. 6/12/20 1 0 TGFU.R10167 = Roofing Systems Page 6 of 69 ClaSS C 1. Deck: C =15/32 Indine: 1 =1/2 Base Sheet (Optional): — "PermaPly 28 ", "GlasBase ", "GlasPly IV ", "GlasPly Premier ", nailed or adhered with hot roofing asphalt. Insulation (Optional): — Any thickness, one or more layers "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "I50 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro =fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene: Ply Sheet: — One or more plies "PermaPly 28 ", "GlasBase ", "GlasPly IV" or "GlasPly Premier ". Surfacing: — Type G3 "GlasKap ": 2: Deck: C- 15/32 Indine: 3 Base Sheet (Optional): — "PermaPly 28 ", "GlasBase ", ''GlasPly IV" or "GlasPly Premier ", nailed or adhered with hot roofing asphalt. Insulation (Optional): � Any thickness; one or more layers "Fesco' or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation "; "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. Ply Sheet: = One or more plies Type G1 or "GlasPly IV" or "GlasPly Premier ", adhered with hot roofing asphalt. Surfacing: = Hot roofing asphalt, "TopGard 'B", applied at a rate of 2 -3 gal /sq, "TopGard Al, applied at a rate of 1 -3/4 - 2 gal /sq or "TopGard B ", at the rate of 2 -3 gal /sq in combination with "Fibrated Aluminum Roof Coating ", applied at the rate of 2 gal /sq. 3. Deck: C -15/32 Incline: Unlimited Base Sheet (Optional): — " PermaPly 28 ", "GlasBase ", "GlasPly IV" or "GlasPly Premier "; hailed or adhered with hot roofing asphalt. Insulation (Optional): _ "Fesco" or "DuraBoard "; "Fesco- Foam'; "Fiber Glass Roof Insulation`', '`ISO 3`; `'ENRGY -3" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in, "Retro =Fit" cover board, of 3/4 in: "Fesco" or "DuraBoard" over poly "styrene. Ply Sheet: = One or more plies "PermaPly 28 ", "GlasBase ", "GlasPly IV" or "GlasPly Premier ". Surfacing: — Type G3 "GlasKap ". Class A, B or C 1. Deck: C -15/32 Incline: See Note 1 Insulation (Optional): — Any UL Classified, any thickness. Barrier Board: — 1/4, 3/8, 1/2 or 5 /8 :in. -thick United States Gypsum Co: SECUROCKT" Roof Board (Type FRX =G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 -in. from the plywood deck butt joints. Membrane: = Any Johns Manville hot = mopped BUR systems suitable for use with any roof insulation Classified under Roofing Systems (TGFU). 2. Deck: C -15/32 Incline: See Note 1 Barrier Board: (See Note 2): = 1/4, 3/8, 1/2 or 5/8 in. thick United States Gypsum Co. SECUROCKT" Roof Board (Type FRX =G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. Insulation (Optional): — Fiberglass, polyisocyanurate, perlite or wood fiber, any thickness. Membrane: — Any Johns Manville hot - mopped BUR systems suitable for use over the types of insulation specified above, Classified under Roofing Systems (TGFU). Note 1: Classification (A, B or C) and incline limited to membrane manufacturer's insulated or non - insulated roofing systems (TGFU) Certifications but incline is not to exceed 3 =in. Note 2: The use of United States Gypsum Co: SECUROCKT" Roof Board (Type FRX -G) as a barrier board directly over the combustible deck permits the use of any Classified Roofing System (TGFU) which otherwise is limited to use over noncombustible deck. When used, the insulation must consist of one of the types specified. COLD APPLIED SYSTEMS (BUR) "Roof Defender Fiber Glass Cap Sheet" is a suitable alternate to "PermaPly 28" in all applicable Classifications. Class A Base sheets and ply sheets may be adhered with "BUR Adhesive ", applied at 1 to 2 gal /sq., unless otherwise specified. Ply sheets may be fully adhered with "MBR Cold Application Adhesive ", applied at i -2 gal /sq,, unless otherwise specified. 1: Deck: NC Incline: 1 Insulation (Optional): — "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, 3.6 in. max, mechanically fastened, in combination with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" or http :// database. ul.com /cgi= bin/XYV /template/LISEXT %1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R 10167 - Roofing Systems Page 7 of 69 "DuraBoard" over polystyrene. Base Sheet: — Three or more plies Type G2 "PermaPly 28 ", "GlasBase ". Surfacing: — " Fibrated Topgard Type B ", 2 =3 gal /sq. 2. Deck: C =15/32 Incline: 1 Insulation (Optional): — One or more layers, any thickness, "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate roof insulation, in combination (optional) with 1/2 in. "Retro=Fit" cover board; first layer mechanically attached, subsequent layers adhered with "MBR Cold Application Adhesive" or 3/4 in. "Fesco" or "DuraBoard" over polystyrene, mechanically attached. Base Sheet: = Type G2 " PermaPly 28 ", "GlasBase ", "GlasBase Plus" or "Ventsulation ", mechanically fastened or adhered with "BUR Adhesive"; "DynaBase" or "DynaPly ", mechanically fastened or adhered with "MBR Cold Application Adhesive ". Ply Sheet: — "DynaPly" or "DynaBase" (modified bitumen), adhered with "MBR Cold Application Adhesive ": Surfacing: — Type G3 "GlasKap" adhered with "MBR Cold Application Adhesive ". 3. Deck: C =3/4 Incline: 1 =1/2 Insulation: — Any thickness, one or more layers "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation" (all joints taped), ISO 3', "ENRGY 3" or any UL Classified polyisocyanurate, hot mopped or mechanically fastened, in combination (optional) with 1/2 in. "Retro =Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene: Ply Sheet: = Two plies "PermaPly 28" or "GlasBae", adhered with "Gilsonite MC ", "Gilsonite No: 601" at 4 gal /sq. Surfacing: — Gilsonite "Gilsonite No. 601" at 4 gal /sq: 4. Deck: NC Incline: 1/2 Insulation (Optional): — Any thickness, one or more layers "ENRGY 3" or "DuraBoard ", mechanically attached or adhered in Urethane Insulation Adhesive OR "BUR Adhesive ". Ply Sheets: = Two or more plies "GlasTite Flexible ", adhered in "MBR Cold Application Adhesive" or "BUR adheive. Surfacing: — Gravel, crushed stone or slag and "MBR Cold Application Adhesive ". 5. Deck: NC Incline: 1/2 Insulation (Optional): _ "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, 3.6 in. max; mechanically fastened, in combination (optional) with 1/2 in. "Retro-Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard ": Base Sheet: — Three or more plies Type G2 " PermaPly 28 ", "GlasBase ". Surfacing: — "GlasKap CR" adhered with "MBR Cold Application Adhesive ". 6. Deck: NC Incline: 1/2 Slip Sheet: One or more layers, any thickness, "Fesco" or "Duraboard "; "Fesco- Foarn ", "ENRGY 3" or any UL Classified polyisocyanurate insluation, in combination (optional) with 1/2 in. "Retro-Fit" cover board or 3/4 in. "Fesco" or "Duraboard" over polystyrene, mechanically fastened or hot mopped. Base Sheet: — One or more plies of "Referenced SBS Base Sheets ", "Roof Defender SBS Cap Sheet ", "Dibiflex ", "Nord Flex FR"; "DynaMax FR ", "DynaKap FR ", "DynaGlas 30 ", "DynaGlas 30FR ", "DynaGlas 30FR XT", "DynaWeld Cap FR ", "Dynalastic 180 FR ", "DynaWeld 180 Cap FR ", "Dynalastic 250 FR ", "DynaLastic 250 FR 5", "Nord Flex Duo Ply FR Cap Sheet ", "3M Cleanbond Cap ", "DynaGrip Cap ", "Dibiten SAS Cap ", nailed, hot mopped or heat fused. Cap Sheet: — "GlasKap CR ", hot mopped or adhered with "MBR Cold Application Adhesive ", applied at 1 -2 gal /sq. Class B 1. Deck: NC Incline: 1 Insulation: — "Fiber Glass Roof Insulation" or "Fesco" or "DuraBoard ", 2 -1/4 in. max, nailed or secured with Gibson - Homans "6150 Fibrated Adhesive" at 4 gal /sq. Ply Sheet: — Three or more plies "GlasPly IV" or "GlasPly Premier", applied with inner ply spreading of Gibson - Homans "6150 Fibrated Adhesive ". Surfacing (Optional): — Gibson - Romans "6150 Fibrated Adhesive ", 4 gal /sq and No. 11 roofing granules, 50 lb /sq. Class C 1. Deck: C =3/4 Incline: 1 -1/2 Insulation: — "Fiber Glass Roof Insulation" (all joints taped) or "Fesco" or "DuraBoard ", 2 -1/4 in. max, nailed. Ply Sheet: — Two or more plies "GlasPly IV" or "GlasPly Premier ", applied with Gilsonite "601 Roof Coating" at 4 gal /sq. Surfacing: — Gilsonite "601 Roof Coating" at 4 gal /sq. 2. Deck: C -15/32 Incline: 1 http: // database. ul.com /cgi- binlXYV /templ ate/LISEXT /1 F RAME /showpage.htm I ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 8 of 69 Ply Sheet: — Three or more plies "GlasPly IV" or "GlasPly Premier", applied with inner ply spreading of Gibson - Homans "6150 Fibrated Adhesive ". Surfacing (Optional): = Gibson - Romans "6150 Fibrated Adhesive ", 4 gal /sq and No. 11 roofing granules, 50 Ib /sq. 3. Deck: C =15/32 Incline: 1 Insulation: — "Fiber Glass Roof Insulation" (all Joints taped) or "Fesco" or "DuraBoard ", any thickness; nailed, mechanically fastened; hot mopped or sprinkle mopped: Ply Sheet: = One or more plies "PermaPly 28 ", "GlasBase ", "GlasPly IV" or "GlasPly Premier ", 'shot mopped: Surfacing: — Kokem Products "Sunguard Acrylic Roof Coating" at 2 gal /sq. Class A, B or C 1. Deck: C -15/32 Incline: See Note 1 Insulation (Optional): = Any UL Classified, any thickness. Barrier Board: = 1/4; 3/8; 1/2 or 5/8 in thick United States Gypsum Co : SECUROCK'" Roof Board (Type FRX =G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in: from the plywood deck butt joints. Membrane: = Any Johns Manville cold applied BUR systems suitable for use with any roof insulation Classified under Roofing Systems (TGFU). 2. Deck: C =15/32 Incline: See Note 1 Barrier Board: (See Note 2): — 1/4, 3/8, 1/2 or 5/8 in thick United States Gypsum Co. SECUROCK'" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. Barrier Board: — 1/4, 3/8, 1/2 or 5/8 in. thick United States Gypsum Co. SECUROCK'" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. Insulation (Optional): — Fiberglass, polyisocyanurate; perlite or wood fiber, any thickness. Membrane: — Any Johns Manville cold applied BUR systems suitable for use over the types of insulation specified above, Classified under Roofing Systems (TGFU). Note 1: Classification (A, B or C) and incline limited to membrane manufacturers insulated or non=insulated roofing systems (TGFU) Certifications but incline is not to exceed 3-in. Note 2: The use of United States Gypsum Co. SECUROCK'" Roof Board (Type FRX -G) as a barrier board directly over the combustible deck permits the use of any Classified Roofing System (TGFU) which otherwise is limited to use over noncombustible deck. When used, the insulation must consist of one of the types specified. COMBINATION HOT AND COLD SYSTEMS (BUR) Unless otherwise specified, min insulation thicknesses shall be "Fesco" or "DuraBoard" 3/4 in:; "ISO 3" 1.4 in.; "ENRGY 3" 1.4 in., "Fesco -Foam" 1.5 in. "Fesco- Foam" 1:5 in placed foam side down over min 3/4 in. thick "Fesco" or "DuraBoard ", mechanically fastened to the deck, is a suitable alternate for 1.5 in min "Fesco- Foam ". Uniform thickness or tapered insulation may be used in the following assemblies provided they do not exceed the indicated incline or thickness. Red rosin paper must be used over combustible decks when "GlasPly IV" or "GlasPly Premier" are nailed as base sheets in asphalt membrane systems. "Roof Defender Fiber Glass Cap Sheet" is a suitable alternate to "PermaPly 28" in all applicable Classifications: Class A 1: Deck: NC Incline: 1 -1/2 Insulation (Optional): = Any thickness, one or more layers "Fesco" or "DuraBoard ", "Fesco = Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", " ENRGY 3" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. Base Sheet (Optional): = Type G1 or "GlasPly Premier" or "GlasPly IV ", or Type G2 "PermaPly 28 ", "GlasBase" or "Ventsiilation ", or "DynaBase" (modified bitumen), nailed or hot mopped. Ply Sheet — Three or more plies Type G1 or " GasPly Premier" or "GlasPly IV ", hot mopped: Surfacing: — "Fibrated Topgard Type B ", 2 to 3 gal /sq or "Fibrated Aluminum Roof Coating ", 2 gal /sq. 2. Deck: NC Incline: 2 Insulation (Optional): — "Fesco" or "DuraBoard ", 3/4 in. max, "Fesco- Foam ", 1.5 in. max, "Fiber Glass Roof Insulation ", 2 in. Max, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over http: // database. ul.com /cgi- bin/XYV /ternplate/LISEXT/ 1 FRAME /showpage.htrnl ?name =T... 6/12/2010 r TGFU.R10167 - Roofing Systems Page 9 of 69 polystyrene: Base Sheet: — Three or more plies Type G1 or "GlasPly IV" or "GlasPly Premier ". Bottom ply may be hailed or hot mopped: Surfacing: _ "Fibrated Topgard Type B ", 2 to 3 gal /sq or "Fibrated Aluminum Roof Coating ", 2 gal/SO. 3. Deck: NC Iodine: 1 Insulation: — Any UL Classified, 'any thickness: Ply Sheet = Three or more plies Type G1, adhered with hot roofing asphalt: Surfacing: — "Fibrated Topgard Type A" or "Topshield Aluminum Coating" at 2 gal /sq or "Fibrated Aluminum Roof Coating ", 2 gal /sq. 4. Deck: NC Iodine: 1 =1/2 Base Sheet: — Type G1 or "GlasPly Premier" or "GlasPly IV" or Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation" or "DynaBase" (modified bitumen), nailed or hot mopped. Ply Sheet 7 Two or more plies Type G1 "GlasPly Premier" or "GlasPly IV", hot mopped: Coating: _ "Fibrated Topgard Type B" at 3 gal /sq. Surfacing: _ "Fibrated Aluminum Roof Coating" at 2 gal /sq: 5. Deck: NC Incline: 1/4 Insulation (Optional): — Any thickness, one or more layers "Fesco' or "DuraBoard ", "Fesco Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. Base Sheet: = Type G1 or "GlasPly Premier" or "GlasPly IV ", Type G2 "PermaPly 28 ", " Glasbase" or "Ventsulation ", or "DynaBase" (modified bitumen), nailed or hot mopped: Ply Sheet: — Two or more layers Type G1 "GlasPly Premier ", "GlasPly IV ", hot mopped. Coating: _ "Fibrated Topgard Type B" at 3 gal /sq. Surfacing: _ "Fibrated Aluminum Roof Coating" at 2 gal /sq. 6. Deck: NC Incline: 1 Insulation (Optional): = Any thickness, one or more layers "Fesco," "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", 'ENRGY 3" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro "Fd ". One layer of 1/2 in "Retro-Fit Board" may be placed on top of the above insulation but is not acceptable by itself. Base Sheet: — Type G2 `'PermaPly 28 ", "GlasBase" or "Ventsulation ", or "DynaBase" (modified bitumen), nailed or hot mopped. Ply Sheet: = Two or more plies Type G1 or "GlasPly Premier ", "GlasPly IV ", hot mopped. Surfacing: — "Fibrated Topgard Type B" at 3 gal /sq or "Fibrated Aluminum Roof Coating ", 2 gal /sq. 7. Deck: NC Incline: 1/4 Base Sheet: _ "PermaPly 28 ", "GlasBase ", "GlasPly IV" or "GlasPly Premier ", nailed or adhered with hot roofing asphalt. Ply Sheet — One or more plies "GlasPly IV" or "GlasPly Premier ",'adhered with hot roofing asphalt. Surfacing: = Karnak "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coatings" or "Karnak No. 97 Asbestos Free Aluminum Roof Coating ", 1 -1/2 gal /sq or "Fibrated Aluminum Roof Coating ", 2 gal /sq. 8. Deck: NC Incline: 2 Insulation: — "Fiber Glass Roof Insulation" or "Fesco" or "DuraBdaFd ", 1 in, max. Ply Sheet: — Three or more plies "GlasPly IV" or "GlasPly Premier ", adhered with hot roofing asphalt (bottom layer may be nailed). Surfacing: — Gibson- Homans "No. 5176 Aluminum Coating" at 2 gal /sq or "Fibrated Aluminum Roof Coating ", 2 gal /sq. 9. Deck: NC Incline: As specified below Insulation (Optional): — Polyisocyanurate, glass fiber, perlite or wood fiber, any thickness, nailed or adhered with hot roofing asphalt. Ply Sheet: — Two or more plies "GlasPly IV" or "GlasPly Premier ", or fiber glass base ply, adhered with hot roofing asphalt. Surfacing: = One of the following coatings: a.) VIP Enterprises "VIP- 4000" at 3 -1/2 gal /sq; 2 in. incline. b.) Asphalt Products Oil "APOC 300 Sunbrite" at 1 -1/3 gal /sq; 1/2 in. incline. c.) American Tar "ATCO 1846" at 3 -1/2 to 4 gal /sq; 1/2 in. incline. d.) Karnak "397 Fibrated Aluminum Asphalt ", 1 -1/2 gal /sq; 1/2 in. incline. e.) Fibrated Aluminum Roof Coating, 2 gal /sq; 2 in. incline. 10. Deck: NC Incline: 1 Ply Sheet: = Three or more plies "GlasPly IV" or "GlasPly'Premier ", adhered with hot roofing asphalt. Surfacing: — Asphalt Products Oil "APOC #302 ", 3 gal /sq. 11. Deck: NC Incline: 1/4 Base Sheet (Optional): — One or more layers "PermaPly 28 ", "GlasBase ", "GlasPly IV" or "GlasPly Premier ", nailed or adhered with hot roofing asphalt. http: / /database:ul:com /cgi = bin/XYV /tempi ate/L1 S EXT/ 1 FRA ME /showpage.htm l ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 10 of 69 Insulation (Optional): _ "Fesco" or "DuraBoard "; "Fesco= Foam ",'Fiber Glass Rooflnsulation ", "ISO 3 ", unlimited thickness, mechanically fastened or adhered with hot roofing asphalt. Ply Sheet: — Two or more plies "GlasPly IV" or "GlasPly Premier ", adhered with hot roofing asphalt. Surfacing: = Karnak "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Kamak No. 97 Asbestos Free Aluminum Roof Coating ", 1 -1/2 gal /sq or "Fibrated Aluminum Roof Coating ", 2 gal /sq. 12. Deck: C -15/32 Incline: 1 Vapor Barrier (Optional): — One ply Type G2, mechanically fastened or hot mopped: Insulation (Optional): — "Fesco" or "DuraBoard ", "Fesco- Foam", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or "Retro -Fit ", any thickness. Base Sheet: — One layer "PermaPly 28 ", "GlasBase ", "GlasPly IV" or "GlasPly Premier ", nailed or adhered with hot roofing asphalt. Ply Sheet: — Two or more plies "GlasPly IV" or "GlasPly Premier ", hot mopped. Coating: — Asphalt Products Oil "APOC 300 Plain Emulsion ", 9 gal /sq min with 3 lb glass fiber reinforcement: Surfacing (Optional): = One of the following: Asphalt Products Oil "APOC 400 AF Sunbrite ", 1 =1/2 gal /sq, "APOC 208 AF Economy Aluminum Fibre Roof Coating ", 1 -1/2 gal /sq or "APOC 211 Aluminum Roof Paint ", 1 gal /sq. 13. Deck: NC Incline: 1/2 Insulation: — "Fesco" or "DuraBoard ", "Fiber Glass Roof Insulation" or wood fiber, 3/4 in. Ply Sheet: — Three or more plies "PermaPly 28 ", "GlasBase ", "GlasPly IV" or "GlasPly Premier ", hot mopped. Surfacing: � Grundy "No. 20F -AF Asbestos Free Fibered Roof Emulsion" at a nom 3 gal /sq or "Fibrated Aluminum Roof Coating ", 2 gal /sq. 14. Deck: NC Incline: 1 Insulation: = "Fesco" or "DuraBoard ", "Fiber Glass Roof Insulation" or wood fiber, 3/4 in. max. Ply Sheet: — Three or more plies "PermaPly 28 ", "GlasBase ", "GlasPly IV" or "GlasPly Premier ", hot mopped. Surfacing: — Grundy "No. 20F Nonfibered Roof Emulsion" at a nom 3 gal /sq or "Fibrated Aluminum Roof Coating ", 2 gal /sq. 15. Deck: NC Incline: 1 Insulation (Optional): — Any thickness, "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3" or "ENRGY 3 ", hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board. Ply Sheet: — One or more plies "PermaPly 28 ", "GlasBase ", "GlasPly IV" or "GlasPly Premier ", hot mopped: Surfacing: — Grundy "al MB AF II Aluminum Roof Emulsion" at 1 -2 gal /sq or "Fibrated Aluminum Roof Coating ", 2 gal /sq. 16. Deck: C -15/32 Incline: 3/4 Base Sheet: — "GlasBase" (Type G2), nailed. Insulation: — Two layers 3/4 in. thick "Fesco" or "DuraBoard ", hot mopped. Ply Sheet: — Three or more plies "GlasPly IV" or "GlasPly VI ", hot mopped. Surfacing: — "TopGard A ", 1.75 -2 gal /sq or ''TopGard B", 2 -3 gal /sq or "Fibrated Aluminum Roof Coating ", 2 gal /sq. 17. Deck: C -15/32 Incline: 1 Base Sheet: _ One ply "PermaPly 28" or "GlasBase ", mechanically fastened. Ply Sheet: — Three or more plies "GlasPly IV" or "GlasPly Premier", hot mopped. Surfacing: — "TopGard A ", 2 gal /sq. 18. Deck: NC Incline: 2 Insulation: — "ENRGY 3 ", 2 in. max, mechanically fastened. Insulation (Optional): — " Retro- Fit ", 1/2 in. or perlite, 3/4 in., hot mopped. Ply Sheet: — Three or more plies Type G1 or G2, hot mopped. Surfacing: — "TopGard A ", 1 -1/2 gal /sq. 19. Deck: C -15/32 Incline: 3/4 Insulation (Optional): = One or more layers 1/2 in. "Retro =Fit" covet board or 3/4 in. "Fesco" over an UL Classified polyisocyanurate insulation, any thickness. Ply Sheet: � Three or more plies of GlasPly IV, hot mopped. Base Sheet: — Type G2 "PermaPly 28 ", hot mopped. Surfacing: — "TopGard Base Coat ", 1.5 gal. /sq. Surfacing: — "TopGard 4000" or "TopGard 5000 ", 1.5 gal. /sq. (Optional: "TopGard 4000 may be applied at 3 gal: /sq. without "TopGard Base Coat "). 20. Deck: NC Incline: 1 -1/2 http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TG FU. R 10167 = Roofing Systems Page 11 of 69 Insulation (Optional): = Ohe or more layers 1/2 in. "Retro °Fit" cover board or 3/4 in. "Fesco" over an UL Classified polyisocyanurate insulation, max 1.5 in. thick. Ply Sheet: — Three or more plies GlasPly IV, hot mopped. Membrane: — "GlasKap ", hot mopped. Surfacing: — " TopGard Base Coat ", 1.5 gal. /sq. Surfacing: _ " TopGard 4000" or "TopGard 5000 ", 1.5 gal. /sq. (Optional: " TopGard 4000 may be applied at 3 gal. /sq. without " TopGard Base Coat "). Class B Class B 1. Deck: NC Indine: 3 Insulation: — "Fesco" or "Fiber Glass Roof Insulation ", 1 in. maz. Ply Sheet: = Three plies "GlasPly IV" or "GlasPly Premier ", adhered with hot roofing asphalt. Surfacing: Gibson Homans "No. 5176 Aluminum Coating" at 2 gal /sq or "Fibrated Aluminum Roof Coating ", 2 gal /sq. 2. Deck: C -15/32 Incline: 1/2 Base Sheet: — "PermaPly 28 ", "GlasBase ", "GlasPly IV" or "GlasPly Premier ", nailed or adhered with hot roofing asphalt. Ply Sheet: — Two or more plies "GlasPly IV" or "GlasPly Premier ", adhered with hot roofing asphalt. Surfacing: — Asphalt Products Oil "APOC 400 Sunbrite ", 1 to 1 -1/3 gal /sq or VIP Enterprises "VIP- 4000 ", 3 -1/2 gal /sq. 3. Deck: NC Incline: 2 Base Sheet: — Two or more layers "GlasPly IV" or "GlasPly Premier ", nailed or adhered with hot roofing asphalt. Surfacing: — Grundy Industries "20 F Emulsion" at 3 gal /sq or "Fibrated Aluminum Roof Coating ", 2 gal /sq. 4. Deck: NC Incline: 1/4 Base Sheet: — "PermaPly 28 ", "GlasBase ", "GlasPly IV" or "GlasPly Premier ", nailed or adhered with hot roofing asphalt. Ply Sheet = One or more plies "GlasPly IV" or "GlasPly Premier"; adhered with hot roofing asphalt. Surfacing: = Karnak "Karnak No: 97 Fibrated Aluminum Asphalt Roof Coating ", 1 -1/2 gal /sq or "Fibrated Aluminum Roof Coating ", 2 gal /sq. 5. Deck: C-15/32 Incline: 1/4 Base Sheet (Optional): — One or more layers "PermaPly 28 ", "GlasBase ", "GlasPly IV" or "GlasPly Premier ", nailed or adhered with hot roofing asphalt. Insulation (Optional): — Any thickness, "Fesco" or "DuraBoard ", "Fesco Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3 ", hot mopped or mechanically fastened in combination (optional) with 1/2 in "Retro =Fit" cover board. Ply Sheet: — Two or more plies "GlasPly IV" or "GlasPly Premier ", adhered with hot roofing asphalt. Surfacing: = Karnak "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating ", 1 -1/2 gal /sq. 6. Deck: C -15/32 Incline: 2 Base Sheet: _ "PermaPly 28 ", "GlasBase ", "GlasPly IV" or "GlasPly Premier ", nailed or adhered with hot roofing asphalt. Ply Sheet: — Two plies Type G1 or "GlasPly IV" or "GlasPly Premier ", adhered with hot roofing asphalt. Surfacing: — Grundy "20 F Emulsion" at 3 gal /sq. 7. Deck: NC Incline: 3 Insulation: _ "Fesco" or "Fiber Glass Roof Insulation ", 1 in. max. Ply Sheet = Three plies "GlasPly IV" or "GlasPly Premier", adhered with hot roofing asphalt (bottom ply may be nailed). Surfacing: = Gibson- Homans "No. 5176 Aluminum Coating" at 2 gal /sq. 8. Deck: NC Incline: 2 Base Sheet: — Two or more layers "GlasPly IV" or "GlasPly Premier ", adhered with hot roofing asphalt. Surfacing: — Grundy "20 F Emulsion" at 3 gal /sq or "Fibrated Aluminum Roof Coating ", 2 gal /sq. 9. Deck: C -15/32 Incline: 1 Insulation (Optional): — Any thickness, one or more layers "Fesco" or "DuraBoard ", "Fesco - Foam ", "Fiber Glass Roof Insulation ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. Base Sheet: — Type G1 or "GlasPly Premier" or "GlasPly IV ", or Type G2 "PermaPly 28 ", "GlasBase" or "Vensulation ", or "DynaBase "(modified bitumen), nailed or hot mopped. Ply Sheet: — Two or more plies Type G1 "GlasPly IV" or "GlasPly Premier ", hot mopped: http : / /database.ul.com /cgi - bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 12 of 69 Surfacing: — "Fibrated Topgard Type B ", applied at 2 to 3 gal /sq. Class A, B or C 1. Deck: C -15/32 Incline: See Note 1 Insulation (Optional): — Any UL Classified, any thickness. Barrier Board: — 1/4, 3/8, 1/2 or 5/8 in thick United States Gypsum Co, SECUROCK'" Roof Board (Type FRX =G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints: Membrane: — Any Johns Manville combination hot and cold BUR systems suitable for use with any roof insulation Classified under Roofing Systems (TGFU). 2. Deck: C -15/32 Incline: See Note 1 Barrier Board: (See Note 2): — 1/4, 3/8, 1/2 or 5/8 in. thick United States Gypsum Co. SECUROCK'" Roof Board (Type FRX =G) Mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. Insulation (Optional): _ — Fiberglass; polyisocyanurate; perlite or wood fiber; any thickness. Membrane: — Any Johns 'Manville combination hot and cold BUR systems suitable for use over the types of insulation specified above; Classified under Roofing Systems (TGFU): Note 1: Classification (A, B or C) and incline limited to membrane manufacturer's insulated or non - insulated roofing systems (TGFU) Certifications but incline is not to exceed 3 =in: 'Note 2: The use of United States Gypsum Co. SECUROCK'" Roof Board (Type FRX -G) as a bai=rier board directly over the combustible deck permits the use of any Classified Roofing System (TGFU) which otherwise is limited to use over noncombustible deck, When used, the insulation must consist of one of the types specified. MAINTENANCE AND REPAIR SYSTEMS (BUR) p i -- -- 3- Unless otherwise specified, min insulation thicknesses shall be "Fesco' or , DuraBoarF d" 3/4 in., "ISO'3" 1.4 in., "ENRGY 3" 1:4 in. or "Fesco- Foam" 1.5 in. "Fesco -Foam" 1.5 in. min placed foam side down over min 3.4 in. thick "Fesco" or "DuraBoard ", mechanically fastened to the deck, is a suitable alternate for 1.5 in. min "Fesco - Foam ". Uniform thickness or tapered insulation may be used in the following assemblies provided they do not exceed the indicated incline or thickness. "Fiber Glass Roof Insulation" is a suitable alternate to any of the following insulations used in Maintenance and Repair Systems. "GlasBase Plus" or "PermaPly 28" are suitable alternates to "GlasBase ". Class A 1. Deleted. 2. Deck: NC Incline: 3 Existing Roof System: = Class A, B or C covered with: Insulation: — Any thickness, one or more layers "Retro =Fit Board ", "Fesco" or "DuraBoard ", "Fesco- Foam ", "ISO 3 ", "ENRGY 3 ", 3/4 in. "Fesco" or "DuraBoard" over polystyrene or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped. Surfacing: — Any UL Classified Class A gravel surfaced BUR system. 3. Deck: C-15/32 Incline: 2 Existing Roof System: — Class A, B or C, gravel or smooth surfaced, covered with: Insulation: — Any thickness, one or more layers "Retro -Fit Board ", "Fesco" or "DuraBoard', "Fesco= Foam ", "ISO 3 ", "ENRGY 3 ", 3/4 in. "Fesco" or "DuraBoard" over polystyrene or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped. Surfacing: — Any UL Classified Class A gravel surfaced BUR system. 4. Deck: C -15/32 Incline: 1 Existing Roof System: = Class A, B or C, gravel or smooth surfaced, covered with: Insulation: — Any thickness, one or more layers "Retro -Fit Board ", "Fesco" or "DuraBoard ", "Fesco - Foam ", "ISO 3 ", "ENRGY 3 ", 3/4 in. "Fesco" or "DuraBoard" over polystyrene or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped. Base Sheet: — Three or more plies Type G1 or "GlasPly IV" or "GlasPly Premier ", hot mopped. Surfacing: — Gravel, crushed stone or slag. 5. Deck: C =15/32 Incline: 1 http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 13 of 69 Existing Roof System: = Class A; B or C; gravel or smooth surfaced, covered with: Insulation: — Any thickness, one or more layers "Retro -Fit Board ", " Fesco" or "DuraBoard ", " Fesco- Foam ", "ISO 3 "; "ENRGY 3 ", 3/4 in. "Fesco" or "DuraBoard" over polystyrene or any UL Classified polyisocyanurate insulation; mechanically fastened or hot mopped. Base Sheet: — Two or more plies Type G1 or "GlasPly IV" or "GlasPly Premier ", hot mopped. Surfacing: = Type G3 "GlasKap'i hot mopped. 6. Deck: C -15/32 Indine: 1 Existing Roof System: — Class A, B or C, gravel or smooth surfaced, covered with: Insulation: — Any thickness, one or more layers "Retro -Fit Board "; " Fesco" or "DuraBoard ", "Fesco- Foarn ", "ISO 3 ", "ENRGY 3 ", 3/4 in. "Fesco" or "DuraBoard" over polystyrene or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped. Base Sheet: — Three or more plies Type G1 or "GlasPly IV" or "GlasPly Premier ", hot mopped. Surfacing: — "TopGard B" at 2 to 3 gal.sq. SBS MODIFIED BITUMEN SYSTEMS Any noncombustible deck Classification incorporating polyisocyanurate insulation may substitute the polyisocyanurate with EPS covered by a layer of 1/2 in. thick (min) wood fiberboard. Any Classification incorporating polyisocyanurate insulation may incorporate a layer of wood fiberboard (any thickness) on top or bottom of the insulation. Polystyrene insulation (any thickness), covered with 1/2 in. thick min perlde; is an acceptable alternate to any insulation in any of the following noncombustible roof deck Classifications. "Invinsa Roof Board" may be used over "ENRGY 3 ", or as an acceptable alternate to "ENRGY 3 ", in any of the following noncombustible Classifications. "DynaLastic 180S" or "DynaWeld PR 3.0 P /P" may be used under "DynaGlas FR" in all applicable Classifications providing that a Type G2 base sheet is utilized in addition to the "DynaLastic 1805" or "DynaWeld PR 3.0 P /P" products: "Dibiflex" is a suitable alternate to "Roof Defender SBS Cap Sheet" in all applicable Classifications. "Nord Flex Duo Ply FR Cap Sheet" may be used in lieu of "DynaGlas FR" in all applicable Classifications. "Roof Defender Fiber Glass Cap Sheet" is a suitable alternate to "PermaPly 28" in all applicable Classifications. "DuraBoard" may be used in lieu of " Fesco" or "DuraBoard" Board (in equivalent thickness) in all applicable Classifications. "DynaGlas 30" and "DynaWeld Cap FR" may be used in lieu of "DynaGlas 30 FR" in all Classifications. " DynaGlas 5 " and "DynaLastic 2505" may be used in lieu of "DynaPly" in all applicable Classifications. "DynaGlas FR XT" is an acceptable altemate to "DynaGlas FR" in all applicable Classifications. Membrane Listed: Acceptable Alternative+ DynaGlas 'FR DynaGlas FR CR DynaWeld Cap FR DynaWeld CO FR CR DynaLastic 180 FR Dynalastic 180 FR CR DynaLastic 250 FR DynaLastic 250 FR CR DynaKap FR DynaKap FR CR DynaWeld Cap 180 FR DynaWeld Cap 180 FR CR DynaWeld Cap 250 FR DynaWeld Cap 250 FR CR + Limited to systems where the membrane is over G1 base sheets, G2 base sheets or "Referenced SBS Base Sheets ", and the max incline does not exceed 1/2:12 slope. 1. Deck: C -15/32 SBS MODIFIED BITUMEN SYSTEMS WITH HOT ROOFING ASPHALT Incline: 1 Class A Insulation (Optional): — Any thickness, one or more layers " Fesco" or "DuraBoard ", " Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO http: / /database.ul.com /cgi - bin/XYV /template/LISEXT/ 1'FRAME /showpage.htm I ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 14 of 69 3 ", "ENRGY 3 ", 3/4 in. "Fesco" of "DuraBoard" over polystyrene or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped. Base Sheet: — One or more plies Type G1 or "GlasPly IV ", "GlasPly Premier" or Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation ", "DynaPly" or "DynaBase" (modified bitumen), mechanically fastened or hot mopped: Membrane: — " DynaLastic 180S", "DynaLastic 2505 ", "DynaLastic 250 ", "DynaKap ", "DynaPly ", "DynaGlas ", "DynaMax FR ", "DynaGlas FR 30 ", "DynaLastic 250FR" or "Roof Defender SBS Cap Sheet" (modified bitumen), hot mopped. Surfacing: — Gravel and hot roofing asphalt: 2. Deck: C -15/32 Incline: 2 Insulation (Optional): = Any thickness, one or more layers "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, in combination (optional) with 1/2 in. "Retro -Fit" cover board or 3/4 in. "Fesco" or "DuraBoard" over "DynaBase XT" may be used in lieu of "DynaBase" and "DynaWeld Base" in all Classifications "DynaGlas 30 FR XT" may be used in lieu of "DynaGlas 30 FR" and "DynaWeld Cap FT" in all Classifications. Ply Sheet: — Two or more plies Type G1 or "GlasPly IV ", "GlasPly Premier" or Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation ", "DynaPly" or "DynaBase" (modified bitumen), nailed or hot mopped. Membrane: — " DynaLastic 1805 ", "DynaLastic 2505 ", "DynaLastic 250 ", "DynaKap ", "DynaPly ", "DynaGlas ", "DynaMax FR ", "DynaLastic 250FR" or "Roof Defender SBS Cap Sheet ", (SBS modified bitumen), hot mopped. Surfacing: — Gravel and hot roofing asphalt. 3. Deck: NC Incline: 3 Insulation (Optional): = Any thickness, one or more layers "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, in combination (optional) with 1/2 in. "Retro -Fit" cover board or 3/4 in. "Fesco" or "DuraBoard" over polystyrene, mechanically fastened or hot mopped. Ply Sheet: — One or more plies "GlasPly IV ", "GlasPly Premier" or Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation ", "DynaPly ", "DynaBase" or "DynaLastic 180S" (modified bitumen), nailed or hot mopped. Membrane: — " DynaLastic 1805 ", "DynaLastic 2505 ", "DynaLastic 250 ", "DynaKap ", "DynaPly ", "DynaGlas ", "DynaMax FR ", "DynaLastic 250FR" or "Roof Defender SBS Cap Sheet ", (SBS modified bitumen) hot mopped. Surfacing: — Gravel and hot roofing asphalt. 4. Deck: NC Incline: 3 Insulation (Optional): = Any thickness, one or more layers "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "I50 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped in combination (optional) with 1/2 in. "Retro -Fit" cover board or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. Ply Sheet: — One or more plies Type G1 or "GlasPly IV ", "GlasPly Premier" or Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation ", "DynaPly ", "DynaBase" or "DynaLastic 180S" (SBS modified bitumen), mechanically fastened or hot mopped: Ply Sheet: — " DynaLastic 180S ", "DynaLastic 250S", "DynaLastic 250',' "DynaKap ", "DynaPly ", "DynaGlas ", "DynaMax FR ", "DynaLastic 250FR ", "Roof Defender SBS Cap Sheet" or "DynaBase" (SBS modified bitumen), hot mopped. Surfacing: = Gravel and hot roofing asphalt. 5. Deck: C -15/32 Incline: 1 Insulation (Optional): — Any thickness, one or more layers, "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. Ply Sheet: — Two or more plies Type G1 or "GlasPly IV ", "GlasPly Premier" or Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation ", "DynaPly" or "DynaBase" (SBS modified bitumen), mechanically fastened or hot mopped. Ply Sheet: — " DynaLastic 1805 ", "DynaLastic 2505 ", "DynaLastic 250 ", "DynaKap ", "DynaPly ", "DynaGlas ", "DynaMax FR ", "DynaLastic 250FR ", "Roof Defender SBS Cap Sheet" or "DynaBase" (SBS modified bitumen), hot mopped. Surfacing: — Gravel and hot roofing asphalt. 6. Deck: C -15/32 Incline: 2 Insulation (Optional): — Any thickness, one or more layers, "Fesco" or "DuraBoard ", "Fesco Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. Ply Sheet: — Three or more plies Type G1 or "GlasPly IV ", "GlasPly Premier" or Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation ", "DynaPly" or "DynaBase" (SBS modified bitumen), mechanically fastened or hot mopped: Ply Sheet: — " DynaLastic 180S", "DynaLastic 2505 ", "DynaLastic 250 ", "DynaKap ", "DynaPly ", "DynaGlas ", "DynaMax FR ", "DynaLastic 250FR ", "Roof Defender SBS Cap Sheet" or "DynaBase`' (SBS modified bitumen), hot mopped. Surfacing: — Gravel and hot roofing asphalt. 7. Deck: NC Incline: 2 Insulation (Optional): — Any UL Classified (except polystyrene), any thickness. Base Sheet: — One ply "DynaBase ". Ply Sheet: — Two or more plies "DynaBase" (SBS modified bitumen), hot mopped. Surface Coating: — Gravel, embedded in hot roofing asphalt or any UL Classified emulsion applied at the rate of 4 -5 gal /sq. 8. Deck: C -15/32 Incline: 1/2 http:// database. ul: com /cgi- bin/XYV /template/LISEXT /1 FRAME/showpage.html ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 15 of 69 Insulation (Optional): — Any thickness, one or more layers, 1/2 in. " Retro- Fit "; " Fesco' or "DuraBoard ", "Fesco- Foam "DuraBoard ", "ISO 3"; "ENRGY 3 ", hot mopped or mechanically fastened. All insulation joints offset from plywood deck joints; 6 in... min. Base Sheet: = One or more plies Type G1 or "GlasPly IV" or "GlasPly Premier" or Type 62 "PermaPly 28 ", "GlasBase" or "Ventsulation ", "DynaPly" or "DynaBase" (SBS modified bitumen), hot mopped or "DynaWeld Base ", heat welded. Membrane: — "DynaKap FR ", "DynaGlas 30 FR ", "DynaLastic 180FR ", "DynaMax FR ", "DynaLastic 250FR" or "DynaGlas FR" (SBS modified bitumen), hot mopped, or "DynaWeld Cap FR ", heat welded.. 9. Deck: NC Incline: 1/2 Insulation (Optional): = One or more layers, any thickness; " Fesco" or "DuraBoard ", "Fesco-Foam ", "DuraBoard ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped in combination (optional) with 1/2 in. "Retro -Fit" cover board or 3/4 in. "Fesco" or "DuraBoard" over polystyrene, mechanically fastened or hot mopped. Base Sheet: — One or more plies Type G1 or "GlasPly Premier ", "GlasPly IV" or Type G2 "PermaPly 28 ", "GlasBase ", "Ventsulation ", "DynaPly ", "DynaBase" or "DynaLastic 180S" (SBS modified bitumen), mechanically fastened or hot mopped, or "DynaWeld Base ", heat welded. Membrane: — "DynaKap FR ", "DynaGlas '30 FR ", "DynaGlas FR ", "DynaMax FR" or "DynaLastic 250FR" (SBS modified bitumen), hot mopped, or "DynaWeld Cap FR ", heat welded. 10. Deck: NC Indine: 1/2 Insulation (Optional): — Any thickness, one or more layers, "Fesco" or "DuraBoard ", " Fesco= Foam ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board or 3/4 in. " Fesco" or "DuraBoard" over polystyrene. Ply Sheet: — Two or more plies Type G1 or "GlasPly Premier ", "GlasPly IV" or Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation ", "DynaPly ", "DynaBase" or "DynaLastic 180S" (SBS modified bitumen), hot mopped. First layer may be nailed. Membrane: — " DynaLastic 180 FR" or "DynaLastic 250 FR" (SBS modified bitumen), hot mopped, or "DynaWeld Cap FR "; heat welded. 11. Deck: C =15/32 Incline: 1/2 in Base Sheet: — "GlasBase ", "Ventsulation" or "DynaBase ", nailed. Ply Sheet: = One or two plies "DynaBase ", "DynaPly ", "GlasPly IV" or "GlasPly Premier ", hot mopped. Membrane: — "DynaKap FR ", "DynaGlas 30 FR ", "DynaLastic 180FR ", "DynaMax FR ", "DynaLastic 250FR" or "DynaGlas FR" (SBS modified bitumen), hot mopped or "DynaWeld Cap FR ", heat welded. 12. Deck: NC Incline: 1/2 Base Sheet (Optional): — Type G1 or G2, mechanically attached, spot or fully mopped. Ply Sheet: — "DynaLastic 180S ", "DynaBase" or "DynaLastic 1805 ", mechanically fastened, spot or fully mopped, or "DynaWeld Base ", heat welded. Membrane: _ "DynaGlas FR" or "DynaMax FR" (SBS modified bitumen), hot mopped, or "DynaWeld Cap FR ", heat welded. 13. Deck: NC Incline: 1/2 Insulation (Optional): = Polyisocyanurate, polyisocyanurate/perlite composite, wood fiber, glass fiber or perlite, any thickness, any combination. Base Sheet (Optional): — Type G1, G2 or G2 vented base sheet, mechanically attached, spot or fully mopped. Ply Sheet: — "DynaLastic ", "DynaBase ", mechanically fastened, spot or fully mopped, or "DynaWeld Base ", heat welded. Membrane: — "DynaGlas FR" or "DynaMax FR" (SBS modified bitumen), hot mopped, or "DynaWeld Cap FR ", heat welded. 14. Deck: C =15/32 Incline: 1/2 Insulation: = Glass fiber, wood fiber or perlite, 1 in. thick min, joints in insulation offset 6 in. with joints in deck. Base Sheet: — Type G2, mechanically attached, spot or fully mopped. Ply Sheet: — "Nord Flex Duo Ply FR Base Sheet ", hot mopped. Membrane: — "DynaGlas FR ", "DynaMax FR" or "Nord Flex Duo Ply FR Cap Sheet" (SBS modified bitumen), hot mopped. 15. Deck: NC Incline: 1 Insulation (Optional): — Glass fiber or perlite, 1 in. max, mechanically fastened. Base Sheet: — One or more layers, Type G2, hot mopped or mechanically fastened. Membrane: — One layer " DynaClad" (SBS modified bitumen), heat fused or hot mopped. 16. Deck: NC Incline: 1 Insulation (Optional): — Glass fiber or perlite, 1 in. max, mechanically fastened. Membrane: — One layer "DynaClad" (SBS modified bitumen), heat fused or hot mopped. 17. Deck: NC Incline: 3 http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T::. 6/12/2010 TGFU.R10167 - Roofing Systems Page 16 of 69 Insulation (Optional): = Polyisocyanurate; polyisocyanurate/perlte composite, glass fiber; wood fiber or perlite; any combination, any thickness, and /or EPS covered with min 1 in. perlite, wood fiber or 15/16 in. glass fiber. Base Sheet: — Type G2 or "DynaBase ", one or more plies. Base /Ply Sheet (Optional): _ "JM SBS 170" (SBS modified bitumen), hot mopped. Membrane: — "DynaClad" (SBS modified bitumen), heat fused. 18. Deck: C -15/32 Incline: Unlimited Base Sheet: — One or more plies Type G2 or "DynaBase ", mechanically fastened, spot or fully mopped, or "DynaWeld Base ", heat welded. Base /Ply Sheet — One or more plies "DynaBase ", hot mopped in place, or "DynaWeld Base ", heat welded: Base /Ply Sheet (Optional): — "JM SBS 170" (SBS modified bitumen), hot mopped. Membrane: — "DynaClad" (SBS modified bitumen), heat fused: 19. Deleted. 20. Deck: C -15/32 Iodine: 3 Insulation: — Polyisocyanurate, 1 -1/2 in. thick min, joints in insulation offset 6 in, with joints in deck: Base Sheet: = One or more plies Type G2 or "DynaBase'; mechanically fastened, spot or fully mopped, or "DynaWeld Base ", heat welded: Base /Ply Sheet (Optional): — "3M SBS 170" (SBS modified bitumen), hot mopped: Membrane: — "DynaClad" (SBS modified bitumen), heat fused: 21. Deck: C -15/32 Incline: 3 Insulation: — Perlite or glass fiber; 1 in. thick min, joints 'in insulation offset 6 in. with joints in deck. Base Sheet: = One or more plies Type G2 or "DynaBase`, mechanically fastened, spot or fully mopped, or "DynaWeld Base', heat welded. Base /Ply Sheet: = One or more plies Type G2 or "DynaBase ", hot mopped in place, or "DynaWeld Base ", heat welded. Base /Ply Sheet (Optional): _ "3M SBS 170" (SBS modified bitumen), hot mopped. Membrane: _ "DynaClad" (SBS modified bitumen), heat fused. 22. Deck: NC Incline: 1/2 Insulation: — Any UL Classified, any thickness. Insulation: — Wood fiber, glass fiber or perlite, 1/2 in. thick. Base Sheet (Optional): — Type G1 or G2: Base Sheet: — "DynaBase" or "DynaLastic 1805 ", hot mopped. Membrane: — "DynaGlas FR" or "DynaMax FR" (SBS modified bitumen), hot mopped. 23. Deck: NC Incline: 1/2 Base Sheet (Optional): — One or more plies Type GI or G2. Base Sheet: — "DynaBase" or "DynaLastic 1805 ", hot mopped: Membrane: — "DynaGlas FR" or "DynaMax FR" (SBS modified bitumen), hot mopped. 24. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers, any thickness, "Fesco" or "DuraBoard ", "Fesco - Foam ", "I50 3 "; "ENRGY 3 ", mechanically fastened or hot mopped in combination (optional) with 1/2 in. "Retro=Fit" cover board or 3/4 in. "Fesco" or "DuraBoard" over polystyrene, mechanically fastened in place. Base Sheet: — One or more layers "GlasBase ", "GlasBase Plus ", "Perma Ply 28 "; "Ventsulation ", "DynaBase ", "GlasPly IV ", "GlasPly Premier ", hot mopped in place. Ply Sheet (Optional): = One or more layers "GlasBase ", "GlasBase Plus ", "Perma Ply 28 ", "Ventsulation ", "DynaBase ", "GlasPly IV ", "DynaLastic 180S" or "GlasPly Premier ", hot mopped in place. Membrane: — "DynaLastic 180 FR ", "DynaMax FR ", "DynaGlas FR ", "DynaKap FR" or "DynaLastic 250FR " (SBS modified bitumen), hot mopped in place. 25. Deck: C -15/32 Incline: 1/2 Base Sheet: — One or more layers "GlasBase ", "GlasBase Plus ", "PermaPly 28 ", "Ventsulation ", nailed in place: Insulation (Optional): — One or more layers "Fesco" (3/4 in min), "Fiber Glass Roof Insulation " (1'5/16 in. min thickness), wood fiber (1- 1/2 in min) or "ISO 3 ", "ENRGY 3" (2 in min thickness); hot mopped in place. Base Sheet: — One or rno ee layers "GlasBase ", "GlasBase Plus ", "PermaPly 28 ", "Ventsulation ", "DynaBase ", "GlasPly IV" or "GlasPly Premier ", hot mopped in place. Ply Sheet (Optional): — One or more layers "GlasBase ", "GlasBase Plus ", "Perma Ply 28 ", "Ventsulation ", "DynaBase ", "GlasPly IV" or "GlasPly Premier ", hot mopped in place. Membrane: — "DynaLastic 180FR ", "DynaMax FR ", "DynaGlas FR ", "DynaGlas 30FR ", "DynaKap FR" or "DynaLastic 250FR" (SBS modified bitumen), hot mopped in place. 26. Deck: NC Incline: 3 http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T:.. 6/12/2010 TGFU.R 10167 - Roofing Systems Page 17 of 69 Insulation: — Any UL Classified insulation except EPS; any thickness; mechanically fastened, Base Sheet: —Any UL Classified Type G1 or G2, mechanically fastened, Membrane: — "Dynaelad" SBS (modified bitumen), torched. 27. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers 1/2 in. "Retro-Fit ", "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber -Glass Roof Insulation" or 2 in. min thickness of "ENRGY 3" insulation. All insulation joints offset from plywood deck joints, 6 in. min. Base Sheet: — One or more plies Type G2, mechanically fastened. Ply Sheet: — One or more plies Type G1, hot mopped. Surfacing: — "GlasKap Plus ", hot mopped: 28. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers 1/2 in, "Retro -Fit" cover board or 3/4 in. "Fesco" over any UL Classified polyisocyanurate insulation. Base Sheet: — One or more plies Type G2, mechanically fastened. Ply Sheet: — One or more plies Type G1, hot mopped or mechanically fastened. Surfacing: —' "GlasKap Plus ", hot mopped. 29. Deck: NC Incline: 1/2 Insulation (Optional): — Any UL Classified polyisocyanurate insulation, glass fiber, wood fiber or perlite, any thickness. Base Sheet: = One or more plies 'GlasBa e Plus "; mechanically fastened or hot mopped. Membrane: _ "GlasKap Plus, hot mopped. 30. Deck: C-15/32 Incline: 1/2 Insulation: — One or more layers 1/2 in.' "Retro -Fit ". All insulation Joints offset from plywood deck Joints, 6 in. min. Base Sheet: — One or more plies "DynaBase ", mechanically fastened. Ply Sheet: — One or more plies "DynaBase ", hot mopped. Surfacing: — "GlasKap Plus, hot mopped. 31. Deck: NC Incline: 1 Insulation (Optional): = One or more layers 1/2 in. "Retro -Fit" cover board or 3/4 in: "Fesco" over an UL Classified polyisocyanurate insulation. Base Sheet: = One or more plies Type G2, mechanically fastened. Ply Sheet: = One or more plies Type G1, hot mopped or mechanically fastened. Membrane: _ "GlasKap Plus ", hot mopped. Surfacing: — Henry "280 White ", 2 gal /sq. 32. Deleted. 33. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers 1/2 in. "Retro -Fit" cover board or 3/4 in. "Fesco" over an UL Classified polyisocyanurate insulation, max 1.5 in. thick. Base Sheet: — Two plies Type G1, Type G2. "DynaLastic 180S" or "DynaGlas S ", hot mopped: Membrane: — One ply "DynaLastic 250 S FR ", "DynaLastic 180 FR ", "DynaGlas FR ", "DynaGlas 30 FR "; "DynaKap FR" or "DynaLastic 250FR " hot mopped. Surfacing: — "TopGard Base Coat ", 1.5 gal. /sq. Surfacing: — "TopGard 4000" or "TopGard 5000 ", 1.5 gal. /sq. (Optional: "TopGard 4000 may be applied at 3 gal. /sq. without "TopGard Base Coat"). 34. Deck: NC Incline: 1/2 Insulation (Optional): — Any UL Classified polyisocyanurate insulation, any thickness. Base Sheet: — One or more plies "3M CleanBond Base ", self adhered. Cap Sheet: — One ply "3M CleanBond Cap ", self adhered. 35. Deck: C =15/32 Incline: 1/2 Base Sheet: — Two or more plies "JM CleanBond Base ", self adhered. Cap Sheet: — One ply "JM CleanBondCap ", self adhered. 36. Deck: NC Incline: 1/2 Insulation (Optional): — Any UL Classified - polyisocyanurate insulation, any thickness. http: // database. ul. com /cgi- bihIXYV /template/LISEXT /1 FRAME /showpage:html ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 18 of 69 Base Sheet: — One or more plies "DynaGrip Base ", self adhered: Cap Sheet — One ply "DynaGrip Cap ", self adhered. Surfacing: — Gravel and hot roofing asphalt. 37. Deck: NC Incline: 1/2 Insulation (Optional): — Any thickness, one or more layers, "Fesco ", "DuraBoard ", "Fesco- Foam ", "Invinsa Roof Board ", or any UL Classified polyisocyanurate insulation, any thickness, mechanically fastened: Slip Sheet: — One or more layers "DeckPro ", mechanically fastened. Base Sheet: = One or more layers "3M CleanBond 'Base", self adhered. Cap Sheet: — One layer "3M CleanBond Cap ", self adhered. 38. Deck: C -15/32 Incline: 1/2 Slip Sheet: = One or more layers "DeckPro ", mechanically fastened. Base Sheet: = One or More layers "3M CleanBond Base "; self adhered: Cap Sheet: — One layer "3M CleanBond Cap ", self adhered, 39. Deck: NC Incline: 1/2 Slip Sheet: — One or more layers, any thickness, "Fesco" or "Duraboard ", "Fesco- Foam ", "ENRGY 3" or any UL Classified polyisocyanurate insluation, in combination (optional) with 1/2 in. "Retro -Fit" cover board or 3/4 in. "Fesco" or "Duraboard" over polystyrene, mechanically fastened or hot mopped. Base Sheet _"DynaGrip SD /SA" or "7M CleanBond SD /SA" self adhered. Cap Sheet: = "DynaWeld Cap FR ", heat welded: 40. Deck: NC Incline: 1/4 Slip Sheet: — One or more layers, any thickness, "Fesco" or "Duraboard ", "Fesco- Foam ", "ENRGY 3" or any UL Classified polyisocyanurate insluation, in combination (optional) with 1/2 in. "Retro-Fit" cover board or 3/4 in. "Fesco" or "Duraboard" over polystyrene, mechanically fastened or hot mopped. Base Sheet: — One or more plies "DynaLastic 180S "; mechanically fastened or hot mopped: Cap Sheet: — "GlasKap CR ", hot mopped or adhered with "MBR Cold Application Adhesive ", applied at 1 -2 gal /sq. 41. Deck: NC Incline: 1 Impact: 4 Insulation (Optional): = Any thickness, one or more layers "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro =Fit" cover board; or 3/4 in "Fesco" or "DuraBoard" over polystyrene. Base Sheet: = Two to four plies "Referenced SBS Base Sheets ", "Roof Defender SBS Cap Sheet ", "Dibiflex "; "Nord Flex FR ", "DynaMaz FR ", "DynaKap FR ", '`DynaGlas 30 ", "DynaGlas 30FR ", "DynaGlas 30FR XT ", "DynaWeld Cap FR ", " Dynalastic 180 FR ", "DynaWeld 180 Cap FR ", "DynaLastic 250 FR ", "DynaLastic 250 FR S ", "Nord Flex Duo Ply FR Cap Sheet "; "]M Cleanbond Cap ", "DynaGrip Cap ", "Dibiteh SAS Cap ", nailed, hot mopped or heat fused. Surfacing: — Gravel, crushed stone or slag and hot roofing asphalt. Class B 1. Deck: C =15/32 Incline: 1 Insulation (Optional): — Any thickness, one or more layers, "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped in combination (optional) with 1/2 in. "Retro -Fit" cover board or 3/4 in "Fesco" or "DuraBoard" over polystyrene. Base Sheet: — Two or more plies Type G1 or "GlasPly IV ", "GlasPly Premier" or Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation ", or "DynaPly" or "DynaBase" (SBS modified bitumen), mechanically fastened, hot mopped. _ PI Sheet: _ "DynaKap", Ply y p "; "DynaPly ", "DynaGlas", ' DynaMax FR ", "DynaLastic 250FR ", "Roof Defender SBS Cap Sheet" or "DynaBase" (SBS modified bitumen), hot mopped. Surfacing: — Gravel and hot roofing asphalt. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — Any thickness, one or more layers, "Fesco" or "DuraBoard ", "Fesco= Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polysocyanurate insulation, mechanically fastened or hot mopped in combination (optional) with 1/2 in. "Retro -Fit" cover board or 3/4 in "Fesco" or "DuraBoard" over polystyrene: Ply Sheet: — Two or more plies Type G1 or "GlasPly IV ", "GlasPly Premier" or Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation ", or "DynaPly" or "DynaBase" (SBS modified bitumen); mechanically fastened or hot mopped, Ply Sheet "DynaKap ", "DynaPly ", "DynaGlas ", "DynaMax FR ", "DynaLastic 250FR", "Roof Defender SBS Cap Sheet" or "DynaBase" (SBS modified bitumen), hot mopped. Surfacing: — Gravel and hot roofing asphalt. 3. Deck: C -15/32 Incline: 1 -1/2 http : / /database.ul.com /cgi- bin /XYV/ template /LISEXT /1 FRAME /Showpage.html ?name =T... 6/12/2010 TGFU.R10167 = Roofing Systems Page 19 of 69 Insulation (Optional): = Any thickness, one or more layers "Fesco" or "DuraBoard ", "Fesco - Foam ", "ISO 3 ", "ENRGY 3" or any UL Classified' polyisocyanurate insulation, in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene, mechanically fastened or hot mopped. Ply Sheet: — One or more plies "GlasPly IV ", "GlasPly Premier" or Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation ", or "DynaPly" or "DynaBase" (SBS modified bitumen), nailed or hot mopped. Membrane: _ "DynaKap FR ", "DynaGlas FR ", "DynaMax FR" or "DynaGlas FR 30" (SBS modified bitumen), hot mopped. Surfacing: — Gravel and hot roofing asphalt. 4. Deck: C -15/32 incline: 1/2 Insulation (Optional): — One or more layers, any thickness "Fesco" er "DuraBoard ", "DuraBoard ", "Fesco- Foam ", "ISO 3 ", "ENRGY 3 ", mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board or 3/4 in. "Fesco" or "DuraBoard" over polystyrene or any UL Classified polyisocyanurate insulation: Base Sheet: — One or more plies Type G1 or "GlasPly Premier" or "GlasPly IV ", Type G2 "GlasBase" or "Ventsulation ", or "DynaBase" or "DynaPly" (SBS modified bitumen), mechanically fastened or hot mopped, or "DynaWeld Base ", heat welded. Membrane: — "DynaKap FR ", "DynaGlas FR ", "DynaMax FR ", "DynaLastic 250FR ", "DynaLastic 180FR" or "DynaGlas 30 FR" (SBS modified bitumen), hot mopped or "DynaWeld Cap FR ", heat welded. 5. Deck: C -15/32 Indine: 1/2 Insulation: = Wood fiber, glass fiber or perlite, 1 in. min, joints in deck offset 6 in, with joints in deck. Base Sheet: _ "DynaBase ", mechanically attached, spot or fully mopped. Membrane: — "DynaGlas FR" or "DynaMax FR" (SBS modified bitumen), hot mopped. 6. Deck: C -15/32 incline: 1/2 Base Sheet: — "Nord Flex Duo Ply FR Base Sheet ", mechanically attached. Membrane: _ "DynaGlas FR" or "DynaMax FR" (585 modified bitumen), hot mopped. 7. Deck: C -15/32 Incline: Unlimited Base Sheet: = One or more plies Type G2 or "DynaBase ", mechanically fastened, spot or fully mopped. Base /Ply Sheet: — One or more plies Type G2 or "DynaBase ", hot mopped, or "DynaWeld Base ", heat welded. Membrane: — "DynaClad" (SBS modified bitumen), torched. 8. Deck: C -15/32 Incline: 3 Insulation: _ "DuraBond ", perlite or glass fiber, 3/4 in. thick min; joints in insulation offset 6 in. with joints in deck. Base Sheet: — One or more plies Type G2 or "DynaBase ", mechanically fastened, spot or fully mopped, or " DynaWeld Base ", heat welded. Membrane: — "DynaClad" (SBS modified bitumen), torched. Class C 1: Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers, any thickness, "Fesco" or "DuraBoard ", "Fesco- Foam ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate roof insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. Base /Ply Sheet: — One or more plies Type G2 "GlasBase ", "GlasBasePlus ", "Ventsulation ", "DynaBase ", Type G1 or "GlasPly IV ", "GlasPly Premier ", hot mopped, or "DynaWeld Base ", heat welded. Membrane: _ "DynaKap ", "DynaMax FR ", "DynaLastic 250FR ", "Roof Defender SBS Cap Sheet" or "DynaGlas" (SBS modified bitumen), hot mopped, or "DynaWeld Cap FR ", heat welded. Class A, B or C 1. Deck: C -15/32 Incline: See Note 1 Insulation (Optional): — Any Classified, any thickness. Barrier Board: — 1/2 or 5 /8 -in. thick United Stated Gypsum Co. SECUROCK'" Roof Board (Type FRX -G), mechanically fastened or fully adhered with all butt joints staggered a minimum of 6 in. from the plywood deck joint. Membrane: = Any Johns Manville modified bitumen system suitable for use with any roof insulation Classified under Roofing Systems (TGFU). 2. Deck: C -15/32 Incline: See Note 2 Base Sheet: — One ply Type G2 mechanically attached. Insulation (Optional): — Any UL Classified, any thickness. Barrier Board: — 1/4, 3/8, 1/2 or 5/8 in. thick United Stated Gypsum Co. SECUROCK'" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME/showpage.html ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 20 of 69 Meinbiane: — Any Johns Manville modified bitumen system suitable for use with any roof insulation Classified under Roofing Systems (TGFU). When the Classified roof - covering system consists of single or multiple plies of base /ply sheets with a total minimum glass reinforcement weight of 1:0 Ibs per 100 ft2, the use of the Type G2 base sheet is optional. 3. Deck: C -15/32 Incline: See Note 2 Base Sheet: = One ply Type G2 mechanically attached. Barrier Board: — (See Note 3) - 1/4, 3/8, 1/2 or 5/8 in. thick United Stated Gypsum Co. SECUROCIC" Roof Board (Type FRX =G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. Insulation (Optional): — Fiberglass, polyisocyanurate, perlite or wood fiber, any thickness: Membrane: — Any Johns Manville modified bitumen system suitable for use over the types of insulation specified above, Classified under Roofing Systems (TGFU). When the Classified roof - covering system consists of single or multiple plies of base /ply sheets with a total minimum glass reinforcement weight of 1.0 Ibs per 100 ft2, the use of the Type G2 base sheet is optional. 4. Deck: C =15/32 Incline: See Note 2 Insulation: — Fiberglass, polyisocyanurate, perlite or wood fiber, (UL Classified, any thickness). Barrier Board: = 1/4, 3/8; 1/2 or 5/8 in. thick United Stated Gyps-urn Co: SECUROCK "" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints: Membrane: — Any Johns Manville modified bitumen system suitable for use with any roof insulation Classified under Roofing Systems (TGFU). 5. Deck: C -15/32 Incline: See Note 4 Barrier Board: — 1/4, 3/8, 1/2 or 5/8 in. thick United Stated Gypsum Co. SECUROCK'" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. Insulation: — Fiberglass, polyisocyanurate, perlite or wood fiber, (UL Classified, any thickness). Membrane: — Any Johns Manville modified bitumen system suitable for use over the types of insulation specified above, Classified under Roofing Systems (TGFU). Note 1: Classification (A, B or C) and incline limited to membrane manufacturer's insulated or non - insulated roofing systems (TGFU) Certifications but incline is not to exceed 1 -in. Note 2: Classification (A, B or C) and incline limited to membrane manufacturer's insulated or non = insulated roofing systems (TGFU) Certifications but incline is not to exceed 3 -in. Note 3: The use of a Type G2 base sheet and United Stated Gypsum Co: SECUROCK" "'Roof Board (Type FRX -G) as a barrier board directly over the combustible deck permits the use of any Classified Roofing System (TGFU) which otherwise is limited to use over noncombustible deck: When used, the insulation must consist of one of the types specified: Note 4: Classification (A, B or C) and incline limited to membrane manufacturer's insulated roofing systems (TGFU) Certifications but incline is not to exceed 3 -in. SBS MODIFIED BITUMEN COLD APPLIED SYSTEMS Class A System components are fully adhered with "MBR Cold Application Adhesive" applied at 1 -2 gat /sq. 1. Deck: NC Incline: 3 Insulation (Optional): — One or more layers, any thickness, "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate roof insulation, in combination (optional) with 1/2 in. "Retro -Fit" cover board, first layer mechanically attached, subsequent layers adhered with "MBR Cold Application Adhesive" or 3/4 in. "Fesco" or "DuraBoard" over polystyrene, mechanically attached. Base Sheet: — One or more plies Type G2 "PermaPly 28 ", "GlasBase ", "GlasBase Plus ", "Ventsulation ", "DynaBase ", "DynaPly" or "DynaLastic 1805 "; mechanically fastened or adhered with "MBR Cold Application Adhesive": Membrane: — "DynaKap ", "GlasKap Plus ", "DynaGlas ", "DynaPly "; "DynaMai FR ", "DynaLastic 250FR" or "DynaLastic 180" (SBS modified bitumen), adhered with "MBR Cold Application Adhesive ". Surfacing: = Gravel or "MBR Cold Application Adhesive ". 2. Deck: C =15/32 Incline: 1/2 Base Sheet: — "GlasBase ", "GlasBase Plus ", "Ventsulation" or "DynaBase ", nailed: Ply Sheet One or two plies Type G2 "PermaPly 28 ", "GlasBase ", "GlasBase Plus ", "DynaBase" or "DynaPly ", adhered with "MBR Cold Application Adhesive ". Membrane: — "DynaKap FR ", " DynaGlas 30 FR ", "DynaMax FR ", "DynaLastic 250FR ", "DynaLastic 180FR" or "DynaGlas FR" (SBS modified bitumen), adhered with "MBR Cold Application Adhesive ". http: // database. ul.com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 21 of 69 3. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers, any thickness, "Fesco" or "DuraBoard ", "Fesco= Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate roof insulation, in combination (optional) with 1/2 in. "Retro=Fit" cover board, first layer mechanically attached, subsequent layers adhered with "MBR Cold Application Adhesive" or 3/4 in. "Fesco" or "DuraBoard" over polystyrene, mechanically attached. Base Sheet: — One or more plies Type G2 "PermaPly 28", "GlasBase ", "GlasBase Plus ", "Ventsulation "DynaBase ", "DynaLastic 1805" or "DynaPly ", mechanically fastened or adhered with "MBR Cold Application Adhesive ". Membrane: — "DynaKap FR ", "GlasKap Plus ", "DynaGlas FR ", "DynaGlas 30 FR ", "DynaMax FR ", "DynaLastic 250FR" or "DynaLastic 180FR" (SBS modified bitumen); adhered with "MBR Cold Application Adhesive ". 4. Deck: C =15/32 Incline: 1/2 Insulation (Optional): = Any thickness, one or more layers, "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate roof insulation, in combination (optional) with 1/2 in. `'Retro-Fit" cover board, first layer mechanically attached; subsequent layers adhered with "MBR Cold Application Adhesive" or 3/4 in; "Fesco" or "DuraBoard" over polystyrene; mechanically attached. All insulation joints offset from plywood deck joints, 6 in, min. Base Sheet: — One or more plies Type G2 " PermaPly 28 ", "GlasBase ", "GlasBase Plus ", "DynaBase" or "DynaPly ", adhered with "MBR Cold Application Adhesive ". Membrane: — "DynaKap FR ", "DynaGlas 30 FR ", "DynaMax FR ", "DynaLastic 250FR ", "DynaLastic 180FR" or "DynaGlas FR" (SBS modified bitumen), adhered with "MBR Cold Application Adhesive ". 5. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers; any thickness, "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate roof insulation, in combination (optional) with 1/2 in. "Retro=Fit" cover board, first layer mechanically attached, subsequent layers adhered with "MBR Cold Application Adhesive" or 3/4 in "Fesco" or "DuraBoard" over polystyrene, mechanically attached. Base Sheet: = Two or more ,plies Type G2 "PermaPly '28 ", "GlasBase ", "GlasBase Plus ", "Ventsulatio ", "DynaBase ", or "DynaPly ", mechanically fastened or adhered with "MBR Cold Application Adhesive ". Membrane: — "DynaKap ", "DynaGlas ", "DynaPly ", "DynaMax FR ", "DynaLastic 250FR" or "Roof Defender SBS Cap Sheet" (SBS modified bitumen); adhered with "MBR Cold Application Adhesive ". Surfacing: — Gravel and "MBR Cold Application Adhesive ". 6. Deck: C -15/32 Incline: 1 Insulation (Optional): = One or more layers; any thickness, "Fesco" or "DuraBoard ", "Fesco- Foam", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocya i1ri to roof insulation; in_ (optional) with 1/2 in. "Ret-Fit" cover board, first layer mechanically attached, subsequent layers adhered with "MBR Cold Application Adhesive" or 3/4 in. " roFesco" or "DuraBoard" over polystyrene, mechanically attached. Base Sheet: — One or more plies Type G2 " PermaPly 28 ", "GlasBase ", "GlasBase Plus "; "Ventsulation ", "DynaBase" or "DynaPly ", mechanically fastened or adhered with "MBR Cold Application Adhesive ". Membrane: — "DynaKap ", "DynaGlas ", "DynaPly ", "DynaMax FR`', "DynaLastic250FR" or "Roof Defencer SBS Cap Sheet" (SBS modified bitumen), adhered with "MBR Cold Application Adhesive ". Surfacing: — Gravel and "MBR Cold Application Adhesive ". 7. Deck: NC Incline: 1/2 Insulation (Optional): — Polyisocyanurate, polyisocyanurate/perlite composite, wood fiber, glass fiber or perlite, any thickness, any combination. Base Sheet (Optional): — Type G1, G2 or G2 vented base sheet. Ply Sheet: — "DynaBase ". Membrane: — "DynaGlas FR" or "DynaMax FR" (modified bitumen). 8. Deck: NC Incline: 1/2 Insulation: — Any UL Classified, any thickness. Insulation: —_Wood fiber, glass fiber or perlite, 1/2 in. thick. Base Sheet (Optional): = Type G1 or G2. Base Sheet: — "DynaBase" (SBS modified bitumen). Membrane: — "DynaGlas FR" or "DynaMax FR" (SBS modified bitumen). 9. Deck: C -15/32 Incline: 1/2 Base Sheet (Optional): — One or more plies Type G2, mechanically fastened. Insulation (Optional): — One or more layers 1/2 in. "Retro-Fit ", "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber -Glass Roof Insulation" or 2 in. min thickness of "ENRGY 3" insulation, mechanically fastened or adhered with "MBR Cold Application Adhesive ". All insulation joints offset from plywood deck joints, 6 in. min. Base Sheet: — One or more plies Type G2, mechanically fastened or adhered with "MBR Cold Application Adhesive ". Ply Sheet: — One or more plies Type G1, adhered with "MBR Cold Application Adhesive ". Membrane: — "GlasKap'Plus ",, adhered with "MBR Cold Application Adhesive ". htip: / /database.ul. coin /cgi= bin /XYV/ template /LISEXT /1'FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 22 of 69 10. Deck: NC Incline: 1/2 Insulation (Optional): — Any UL Classified polyisocyanurate insulation, glass fiber, wood fiber or perlite; any thickness. Base Sheet: — One or more plies "GlasBase Plus ", mechanically fastened or adhered with "MBR Cold Application Adhesive", 1-2 gal /sq. Membrane: — "GlasKap Plus ", adhered with "MBR Cold Application Adhesive" 1 -2 gal /sq: 11. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One layer "Retro-Fit ", 1/2 in thick or "Fesco ", 3/4 in. thick over any UL Classified polyisocyanurate, any thickness, mechanically fastened. The "Fesco" or "Retro -Fit" may be mechanically fastened or adhered With "MBR Bonding Adhesive ", 1/2 gal /sq. Base Sheet: — One or more plies "PermaPly 28" or any other UL Classified Type G2, adhered with "MBR Bonding Adhesive"„ 1 -1/2 gal /sq: Ply Sheet (Optional for NC decks only): — One or more plies "GlasPly IV" or any other UL Classified Type G1; adhered with "MBR Bonding Adhesive ", 1 -1/2 gal /sq. Membrane: _ "GlasKap Plus ", adhered with "MBR Bonding Adhesive" 1 -1/2 gal /sq. Class A, B or C 1: Deck: C =15/32 Incline: See Note 1 Insulation (Optional): — Any Classified, any thickness: Barrier Board: = 1/2 or 5 /8 -in. thick United Stated Gypsum Co: SECUROCK" Roof Board (Type FRX =G), mechanically fastened or fully adhered with all butt joints staggered a minimum of 6 in. from the plywood deck joint. Membrane: — Any Johns Manville modified bitumen system suitable for use with any roof insulation Classified under Roofing Systems (TGFU). 2. Deck: C -15/32 Incline: See Note 2 Base Sheet: — One ply Type G2 mechanically attached. Insulation (Optional): — Any UL Classified, any thickness: Barrier Board: — 1/4, 3/8, 1/2 or 5/8 in thick United Stated Gypsum Co: SECUROCK" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. Membrane: — Any Johns Manville modified bitumen system suitable for use with any roof insulation Classified under Roofing Systems (TGFU). When the Classified roof - covering system consists of single or multiple plies of base /ply sheets with a total minimum glass reinforcement weight of 1:0 Ibs per 100 ft2, the use of the Type G2 base sheet is optional. 3. Deck: C -15/32 Incline: See Note 2 Base Sheet: — One ply Type G2 mechanically attached: Barrier Board: — — (See Note 3) — 1/4, 3/8, 1/2 or 5/8 in. thick United Stated Gypsum Co. SECUROCK'" Roof Board (Type FRX =G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. Insulation (Optional): — Fiberglass, polyisocyanurate, perlite or wood fiber, any thickness. Membrane: — Any Johns Manville modified bitumen system suitable for use over the types of insulation specified above, Classified under Roofing Systems (TGFU). When the Classified roof - covering system consists of single or multiple plies of base /ply sheets with a total minimum glass reinforcement weight of 1.0 Ibs per 100 ft2, the use of the Type G2 base sheet is optional. Membrane: — Any Johns Manville modified bitumen system suitable for use with any roof insulation Classified under Roofing Systems (TGFU). When the Classified roof= covering system consists of single or multiple plies of base /ply sheets with a total minimum glass reinforcement weight of 1.0 Ibs per 100 ft2, the use of the Type 'G2 base sheet is optional. 4. Deck: C -15/32 Incline: See Note 2 Insulation: — Fiberglass, polyisocyanurate, perlite or wood fiber, (UL Classified, any thickness). Barrier Board: — 1/4, 3/8, 1/2 or 5/8 in. thick United Stated Gypsum Co. SECUROCK" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. Membrane: — Any Johns Manville modified bitumen system suitable for use with any roof insulation Classified under Roofing Systems (TGFU). 5. Deck: C -15/32 Incline: See Note 4 Barrier Board: — 1/4, 3/8, 1/2 or 5/8 in. thick United Stated Gypsum Co. SECUROCKT" Roof Board (Type FRX =G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. Insulation: = Fiberglass, polyisocyanurate, perlite or wood fiber, (UL Classified, any thickness). Membrane: — Any Johns Manville modified bitumen system suitable for use over the types of insulation specified above, Classified under Roofing Systems (TGFU). Note 1: Classification (A, B or C) and incline limited to membrane manufacturer's insulated or non - insulated roofing systems (TGFU) Certifications but incline is not to exceed 1 =in. Note 2: Classification (A, B or C) and incline limited to membrane manufacturer's insulated or non - insulated roofing systems (TGFU) Certifications but incline is not to exceed 3 -in. http // database. ul. com /cgi= b'►n/XYV /templaa to /L1SEXT %1FRAME /showpage.hhnl ?name °T... 6/12/2010 TGFU.R10167 = Roofing Systems Page 23 of 69 Note 3: The use of a Type G2 base sheet and United Stated Gypsum Co. SECUROCK"" Roof Board (Type FRX -G) as a barrier board directly over the combustible deck permits the use of any Classified Roofing System (TGFU) which otherwise is limited to use over noncombustible deck. When used, the insulation must consist of one of the types specified. Note 4: Classification (A, B or C) and incline limited to membrane manufacturer's insulated roofing systems (TGFU) Certifications but incline is not to exceed 3 -in. SBS MODIFIED BITUMEN MAINTENANCE AND REPAIR SYSTEMS Class A Unless otherwise specified, min insulation thicknesses shall be "Fesco" or "DuraBoard" 3/4 in., "DuraBoard" 3/4 in., "ENRGY 3" 1.4 in. or "Fesco, Foam" 1.5 in "Fesco -Foam" 1:5 in min placed foam side down over min 3:4 In thick "Fesco" or "DuraBoard ", mechanically fastened to the deck, is a suitable alternate for 1.5 in min "Fesco-Foam". Uniform thickness or tapered insulation may be used in the following assemblies provided they do not exceed the indicated incline or thickness. "DynaGlas 30" and "DynaGlas FR 30" are suitable alternate to any of the following membranes used in Maintenance and Repair Systems. "Nord Flex Duo Ply FR Cap Sheet" may be used in lieu of "DynaGlas FR" in all applicable Classifications. "Fiber Glass Roof Insulation" is a suitable alternate to any of the following insulations used in Maintenance and Repair Systems. "GlasBase Plus" or "PermaPly 28" are suitable alternates to "GlaBase ", " DynaGlas S " and "DynaLastic 250S" may be used in lieu of "DynaPly" in all applicable Classifications. 1. Deck: C =15/32 Incline: 3 Existing Roof System: = Class A, B or C, gravel or smooth surfaced, covered with Insulation (Optional): — Any thickness, one or more layers "Retro -Fit Board ", "Fesco" or "DuraBoard ", "Fesco- Foam ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene, mechanically fastened or hot mopped. Base Sheet: = One or more plies Type G1 or "GlasPly IV" or "GlasPly Premier" or Type G2 "GlasBase" or '`Ventsulation ", or "DynaBase" or "DynaPly" (modified bitumen), mechanically fastened or hot mopped: Membrane: _ "DynaKap ", "DynaPly ", "DynaGlas ", "DynaMax FR ", "DynaLastic 250FR" or "Roof Defender SBS Cap Sheet" (SBS modified bitumen), hot mopped. Surfacing: — Gravel and hot roofing asphalt. 2. Deck: C -15/32 Incline: 1/2 Existing Roof System: — Class A, B or C, gravel or smooth surfaced, covered with: Insulation: = Any thickness; one or more layers "Retro =Fit Board ", "Fesco" or "DuraBoard ", "DuraBoard ", "Fesco- Foam ", "ISO 3 ", "ENRGY 3 ", 3/4 in "Fesco" or "DuraBoard" over polystyrene or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped. Ply Sheet = One or more plies Type G1 or "GlasPly IV" or "GlasPly Premier ", or Type G2 "GlasBase ", "Ventsulation ", "DynaPly" or "DynaBase" (SBS modified bitumen), hot mopped, or "DynaWeld Base "; heat welded. Membrane: _ "DynaKap FR ", "DynaGlas 30 FR ", "DynaMax FR ", "DynaLastic 250FR ", "DynaLastic 180 FR" or "DynaGlas FR" (SBS modified bitumen), hot mopped, or "DynaWeld Cap FR ", heat welded. 3. Deck: NC Incline: 1/2 Existing Roof System: — Class A, B or C, gravel or smooth surfaced, covered with: Insulation (Optional): — Any thickness, one or more layers "Retro -Fit Board ", "Fesco" or "DuraBoard ", "DuraBoard ", "Fesco- Foam ", "ISO 3 ", "ENRGY 3 ", 3/4 in. "Fesco" or "DuraBoard" over polystyrene or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped: Base Sheet: — One or more plies Type G1 or "GlasPly IV" or "GlasPly Premier "; or Type G2 "GlasBase" or "Ventsulation "; "DynaPly ", "DynaBase" or "DynaLastic 180S" (SBS modified bitumen), hot mopped, or "DynaWeld Base ", heat welded. Membrane: _ "DynaKap FR ", "DynaGlas 30 FR ", "DynaGlas FR" or "DynaMax FR" (SBS modified bitumen), hot mopped, or "DynaWeld Cap FR ", heat welded. 4. Deck: C =15/32 Incline: 1/2 Existing Roof System: — Class A, B or C, gravel or smooth surfaced, covered with: Insulation: — One or more layers, any thickness, "Fesco" or "DuraBoard ", "Fesco- Foam ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, in combination (optional) with 1/2 in: "Retro -Fit" cover board, first layer mechanically attached, subsequent layers adhered with "MBR Cold Application. Adhesive ", or 3/4 in. "Fesco" or "DuraBoard" over polystyrene, mechanically attached. Base Sheet: — One or more plies Type G2 "GlasBase ", "GlasBase Plus ", "Ventsulation ", "DynaBase" or "DynaPly ", mechanically fastened or adhered with '"MBR Cold Application Adhesive ". Membrane: — "DynaKap FR ", "DynaGlas FR ", "DynaGlas 30 FR ", " DynaMax FR ", "DynaLastic 250FR" or "DynaLastic 180 FR" (SBS modified bitumen), adhered with "MBR Cold Application Adhesive ". http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME/showpage.html ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 24 of 69 5. Deck: NC Incline: 1/2 Existing Roof System: — Class A, B or C, gravel or smooth surfaced, covered with: Insulation (Optional): — One or more layers, any thickness, "Fesco" or "DuraBoard ", "Fesco- Foam ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, in combination (optional) with 1/2 in. "Retro -Fit" cover board, first layer mechanically attached, subsequent layers adhered with "MBR Cold Application Adhesive ", or 3/4 in. "Fesco" or "DuraBoard" over polystyrene, mechanically attached. Base Sheet: — One or more plies Type G2 "GlasBase ", "GlasBase Plus ", "Ventsulation ", "DynaBase ", "DynaLastic 180S" or "DynaPly ", mechanically fastened or adhered with "MBR Cold Application Adhesive ", or "DynaWeld Base ", heat welded. Membrane: — "DynaKap FR ", "DynaGlas 30 FR ", "DynaGlas FR" or "DynaMax FR" (SBS modified bitumen), adhered with "MBR Cold Application Adhesive ", or "DynaWeld Cap FR ", heat welded. 6. Deck: C -15/32 Incline: 1/2 Existing Roof System: — Class A, B or C, gravel or smooth surfaced, covered with: Insulation (Optional): — One or more layers, any thickness, "Fesco" or "DuraBoard ", "Fesco- Foam ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, in combination (optional) with 1/2 in. "Retro -Fit" cover board, first layer mechanically attached, subsequent layers adhered with "MBR Cold Application Adhesive" or 3/4 in. "Fesco" or "DuraBoard" over polystyrene, mechanically attached. Base Sheet: — One or more plies Type G2 "GlasBase ", "GlasBase Plus ", "Ventsulation ", "DynaBase" or "DynaPly ", mechanically fastened or adhered with "MBR Cold Application Adhesive ". Membrane: — "DynaKap FR ", "DynaGlas 30 FR ", "DynaLastic 180 FR ", "DynaMax FR ", "DynaLastic 250FR" or "DynaGlas FR" (SBS modified bitumen), adhered with "MBR Cold Application Adhesive ". 7. Deck: C -15/32 Incline: 3 Existing Roof System: — Class A, B or C, gravel or smooth surfaced, covered with: Insulation (Optional): — One or more layers, any thickness, "Fesco" or "DuraBoard ", "Fesco- Foam ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, in combination (optional) with 1/2 in. "Retro -Fit" cover board, first layer mechanically attached, subsequent layers adhered with "MBR Cold Application Adhesive ", or 3/4 in. "Fesco" or "DuraBoard" over polystyrene, mechanically attached. Base Sheet: — One or more plies Type G2 "GlasBase ", "GlasBase Plus ", "Ventsulation ", "DynaBase" or "DynaPly ", mechanically fastened or adhered with "MBR Cold Application Adhesive ". Membrane: — "DynaKap ", "DynaGlas ", "DynaPly" "DynaMax FR ", "DynaLastic 250FR" or "Roof Defender SBS Cap Sheet" (SBS modified bitumen), adhered with "MBR Cold Application Adhesive." Surfacing: — Gravel and "MBR Cold Application Adhesive ". 8. Deck: NC Incline: 1/2 Existing Roof System: — Class A, B or C, gravel or smooth surfaced, covered with: Insulation (Optional): — Any thickness, one or more layers "Retro -Fit Board ", "DuraBoard ", "Fesco" or "DuraBoard ", "Fesco- Foam ", "ISO 3 ", "ENRGY 3 ", 3/4 in. "Fesco" or "DuraBoard" over polystyrene or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped. Base Sheet: — One or more plies Type G1 or "GlasPly IV" or " GlasPly Premier ", or Type G2 "GlasBase ", "Ventsulation ", "DynaPly ", "DynaLastic 180S" or "DynaBase" (SBS modified bitumen), hot mopped, or "DynaWeld Base ", heat welded. Membrane: — "DynaLastic 180 FR ", " DyanLastic 250FR" (SBS modified bitumen), hot mopped, or "DynaWeld Cap FR ", heat welded. 9. Deck: NC Incline: 1/2 Existing: — Class A, B or C, gravel or smooth surfaced, covered with: Insulation (Optional): — One or more layers, any thickness, "Fesco" or "DuraBoard ", "Fesco-Foam ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, in combination (optional) with 1/2 in. "Retro -Fit" cover board, first layer mechanically attached, subsequent layers adhered with "MBR Cold Application Adhesive" or 3/4 in. "Fesco" or "DuraBoard" over polystyrene, mechanically attached. Base Sheet: — One or more plies Type G2 "GlasBase ", "GlasBase Plus ", "Ventsulation ", "DynaBase ", "DynaLastic 1805" or "DynaPly ", mechanically fastened or adhered with "MBR Cold Application Adhesive ". Membrane: — "DynaLastic 250FR ", "DynaLastic 180 FR" (SBS modified bitumen), adhered with "MBR Cold Application Adhesive ". 10. Deck: NC Incline: 3 Existing Roof System: — Class A, B or C, gravel or smooth surfaced, covered with: Insulation (Optional): — Any thickness, one or more layers, "Fesco" or "DuraBoard ", "Fesco- Foam ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. Ply Sheet: — One or more plies Type G1 or "GlasPly IV ", " GlasPly Premier" or Type G2 "GlasBase" or "Ventsulation ", "DynaPly ", "DynaBase" or "DynaLastic 180S" (SBS modified bitumen), mechanically fastened or hot mopped. Ply Sheet: — "DynaKap ", "DynaPly ", "DynaGlas" or "DynaBase " (SBS modified bitumen), hot mopped. Surfacing: — Gravel and hot roofing asphalt. 11. Deck: C -15/32 Incline: 3 Existing Roof System: — Class A, B or C, gravel or smooth surfaced, covered with: http: // database .ul.com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R10167 = Roofing Systems Page 25 of 69 Insulation (Optional): — Any thickness, one or,more layers; "Fesco" or "DuraBoard ", "Fesco= Foam ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. Base Sheet: — One or more plies Type G1 or "GlasPly IV "; "GlasPly Premier" or Type G2 "GlasBase" or "Ventsulation ", or "DynaPly" or "DynaBase" (SBS modified bitumen), mechanically fastened or hot mopped. Ply Sheet: _ "DynaKap ", "DynaPly ", "DynaGlas" or "DynaBase" (SBS modified bitumen), hot mopped. Surfacing: — Gravel and hot roofing asphalt. 12. Deck: NC Incline: 1 Existing Roof System: — Class A, B or C covered with: Base /Ply Sheet (Optional): — One or more layers Type G2, hot mopped or mechanically fastened, or "DynaWeld Base ", heat welded. Membrane: — One layer "DynaClad" (SBS modified bitumen), heat fused or hot mopped. 13. Deck: C -15/32 Incline: 1/2 Existing Roof System: — Class A, B or C, gravel or smooth surfaced, covered with: Insulation: — Any thickness, one or more layers "Invinsa Roof Board ", mechanically fastened or hot mopped: Ply Sheet — Two or more plies Type G1 or "GlasPly IV" or "GlasPly Premier ", or one or more plies Type G2 "GlasBase ", "Ventsulation ", "DynaPly" or "DynaBase" (SBS modified bitumen), hot mopped, or "DynaWeld Base ", heat welded. Membrane: — "DynaKap FR ", "DynaGlas 30 FR ", "DynaMax FR ", "DynaLastic 250FR ", "DynaLastic 180 FR" or "DynaGlas FR" (SBS modified bitumen), hot mopped, or "DynaWeld Cap FR ", heat welded. 14. Deck: C =15/32 Incline: 1/2 Existing Roof System: — Class A, B or C, gravel or smooth surfaced, covered with: Insulation: — Any thickness, one or more layers "Invinsa Roof Board ", mechanically fastened or hot mopped. Base Sheet: — Two or more plies "3M CleanBond Base ", self adhered. Cap Sheet: — One ply "JM CleanBond Cap ", self adhered. 15. Deck: C-15/32 Incline: 1/2 Existing Roof System: — Class A gravel or smooth surfaced, covered with: Insulation: — Any thickness, one or more layers "Invinsa Roof Board ", mechanically fastened or hot mopped. Base Sheet: — One or more plies "3M CleanBond Base ", self adhered. Cap Sheet: — One ply "JM CleanBond Cap ", self adhered. Class B 1. Deck: C -15/32 Incline: 1/2 Existing Roof System: — Class A, B or C, gravel or smooth surfaced, covered with: Insulation (Optional): — Any thickness, one or more layers "Retro-Fit Board ", "Fesco" or "DuraBoard ", "Fesco- Foam ", "ISO 3 ", "ENRGY 3 ", 3/4 in. "Fesco" Or "DuraBoard" over polystyrene or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped. Ply Sheet: — One or more plies Type G1 or "GlasPly Premier" or "GlasPly IV "; Type G2 "GlasBase ", "Ventsulation ", "DynaPly" or "DynaBase" (SBS modified bitumen), nailed or hot mopped, or " DyanWeld Base "; heat welded. Membrane: _ " DynaKap FR ", "DynaGlas 30 FR ", DynaMax FR, "DynaLastic 250FR ", "DynaLastic 180FR" or "DynaGlas FR" (SBS modified bitumen), hot mopped, or "DynaWeld Cap FR ", heat welded. 2. Deck: C -15/32 Incline: 2 Existing Roof System: — Class A, B or C; gravel or smooth surfaced; covered with: Insulation (Optional): — Any thickness, one or more layers "Fesco" or "DuraBoard ", "Fesco- Foam ", "ISO 3 ", "ENRGY 3" or any UL aastified polyisocyanurate insulation, mechanically fastened or hot mopped in combination (optional) with 1/2 in. "Retro =Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. Ply Sheet: — One or more plies Type G1 or "GlasPly IV ", "GlasPly Premier" or Type G2 "GlasBase" or "Ventsulation ", or "DynaPly" or "DynaBase" (585 modified bitumen), mechanically fastened or hot mopped. Ply Sheet: — "DynaKap ", "DynaPly ", "DynaGlas" or "DynaBase" (SBS modified bitumen), hot mopped. Surfacing: — Gravel and hot roofing asphalt. 3. Deck: C -15/32 Incline: 3 Existing Roof System : — Any UL Class A, B or C, to retain existing Classification, covered with (gravel may be removed): Insulation: — Polyisocyanurate, 1 -1/2 in. thick min, joints in insulation offset 6 in. with joints in deck. Base Sheet: _ One or more plies Type G2 or "DynaBase ", mechanically fastened, spot or fully mopped, or "DynaWeld Base ", heat welded. Base /Ply Sheet (Optional): — "]M SBS 170" (SBS modified bitumen), hot mopped. Membrane: — "Dyna -Clad" (SBS modified bitumen), heat fused. APP MODIFIED BITUMEN SYSTEMS http: // database. uI. com /cgi= bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 26 o f 69 Unless otherwise indicated, insulation is mechanically fastened to roof deck with metal screws and disks. 1/2 in: nom gypsum wallboard is optional in 'all systems (anywhere within the system) except where noted. Multiple layers of " APPeX 4.5M," "APPeX-45," "APPeX -5S ", "APPeX 180 ", "Roof Defender APP Cap Sheet ", "Dibiten iPoly/4.5 Granular" membranes are acceptable for all systems. Pittsburgh Corning "FOAMGLAS ", "FOAMGLAS /PF" or "FOAMGLAS /P1" are acceptable alternate insulations in like thickness to any insulation listed in the following Classifications. Multiple plies of Type G1 orG2 base /ply sheets are acceptable in all systems. Two plies of any Type G1 base sheet is an acceptable alternate to one ply of Type G2 ply sheet in any Classification. Imperbel America "7U" adhesive is an acceptable alternate to heat welding in all 'Classifications surfaced with gravel and /or roof coating. Any Classification incorporating polyisocyanurate insulation may incorporate a layer of wood fiberboard (any thickness) on top or bottom of the insulation. "Invinsa Roof Board" may used over "ENRGY 3 ", or as an' acceptable alternate to "ENRGY 3 ", in any of the following noncombustible Classifications. "DynaLastie 250FR" is an acceptable alternate to "DynaLastic 180FR" in all applicable Classifications. "Roof Defender Fiber Glass Cap Sheet" is a suitable alternate to "PermaPly 28" in all applicable Classifications. "Bicor 5 "; "Bicor MFR", "Tricor S" or "Tricor MFR" may be adhered with "MBR Cold Application, Adhesive" in lieu of heat fusing, Membrane Listed: Acceptable Alternative+ APPeX 4.5M FR APPeX 4.5M FR CR Dibiten Poly 4.5 FR Dibiten Poly 4.5 FR CR Tricor 'M FR Tricor M FR CR Bicor M FR Bicor M FR CR + Limited to systems where the membrane is over G1 base sheets, G2 base sheets or "3M APP Base ", and the max incline does not exceed 1/2:12 slope. 1. Deck: C -15/32 APP MODIFIED BITUMEN HEAT FUSED SYSTEMS Incline: 2 Class A Membrane: — "APPeX 4S ", "APPeX 5S ", "Bicor 5 ", "Tricor S', "APPeX 180 ", "Dibiten Poly /4" or "Dibiten Poly /5 ", heat fused. Surfacing: _ River bottom stone (1/2 to 2-1/2 in. diam), at 1000 Ibs /sq, 2. Deck: NC Incline: 2 Base Sheet (Optional): — Types 15, G1 or G2 or "APP Base ", hot mopped. Insulation: — "DuraBoard ", "Fesco" or "DuraBoard ", ' "Fesco Foam ", "ISO 3 ", "ENRGY 3", "Fiber Glass Roof Insulation" or any UL Classified polyisocyanurate, urethane, perlite /urethane composite, perlite /polyisocyanurate composite, glass fiber, perlite or wood fiber, any thickness or polystyrene (any thickness) covered with 1/2 in. min perlite. Base Sheet: — Types 15, G1 or G2 or vented base sheet, mechanically fastened. Membrane: — "APPeX 4S ", "APPeX 5S ", "Bicor S ", 'Tricor S ", "APPeX 180 ", "DibitenPoly /4" or "Dibiten'Poly /5 ", heat fused. Surfacing: — Gravel, applied loosely. 3. Deck: NC Incline: 2 Insulation (Optional): — "Fesco" or "DuraBoard ", "Retro -Fit Board ", "Fesco- Foam ", "ISO 3 ", "ENRGY 3 ", "Fiber Glass Roof Insulation" or any UL Classified polyisocyanurate; urethane, perlite /urethane composite, perlite/polyisocyanurate composite, glass fiber, perlite or wood fiber, any thickness or polystyrene (any thickness) covered with 1/2 in. min perlite. Base Sheet: — Type 15, G1 or G2 or vented base sheet or "APP Base ", mechanically fastened or hot mopped. Membrane: — "APPeX 4S ", "APPeX 5S ", "Bicor S ", "Tricor S ", "APPeX 180 ", "DynaLastic 180 S ", " SBS 170 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", heat fused in place. Surfacing: — Gravel, laid loosely or embedded 'in hot roofing asphalt or any UL Classified emulsion. http / /database.ul. corn/cgi- bin /XYV/ template /LISEXT %'1FRAME /showpage htm1 ?name °T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 27 of 69 4. Deck: C -15/32 Incline: 2 Insulation (Optional): - "Fesco" or "DuraBoard ", "Fesco-Foam "ISO 3", "ENRGY 3 ", "Fiber Glass Roof Insulation" or any UL Classified polyisocyanurate, urethane, perlite /urethane composite; perlite %polyisocyanurate composite, glass fiber, perlite or wood fiber. Base Sheet: - Type G2, "DynaBase ", mechanically attached or hot mopped. Ply Sheet: - One or more plies Types G1, G2 or "DynaBase ", mechanically fastened or hot mopped. Membrane: - "APPeX 5S ", " APPeX 4S ", "APPeX 4.5M ", "Roof Defender APP Cap Sheet "; "APPeX 4.5M FR ", "Bicor S ", "Tricor S ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", hot mopped in place. Surfacing: = Gravel, embedded in hot roofing asphalt. 5. Deck: NC Incline: 2 Insulation (Optional): _ "DuraBoard ", "Fiber Glass Roof Insulation" "Fesco" or "DuraBoard" or any UL Classified glass fiber, perlite or wood fiber, 1 -1/2 in. max or polystyrene (any thickness) covered with 1/2 in. min perlite. Base Sheet: - Type G2 or "APP Base ". Membrane: - "APPeX 4S "; "APPeX 5S ", "Bicor S ", 'Tricor S ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ". Surfacing: - Karnak "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Kamak No: 97 Non - Asbestos Aluminum Roof Coating" at 1 to 2 gal /sq. 6. Deck: NC Incline: 1 Insulation (Optional): - "DuraBoard ", "Fesco" or "DuraBoard ", "Retro =Fit Board ", "Fesco Foam ", "ISO 3 "; "ENRGY 3 "; "Fiber Glass Roof Insulation" or any UL Classified polyisocyanurate, urethane, perlite /urethane composite, perlite /polyisocyanurate composite, glass fiber, perlite or wood fiber, any thickness or polystyrene (any thickness) covered with 1/2 in. min perlite. Base Sheet: - Type G2 or "APP Base ". Membrane: - "APPeX 5S ", "APPeX 4S ", "Bicor S ", ' Tricor S ", "APPeX 4.5M ", "Roof Defender APP Cap Sheet ", "APPeX 4.5M FR" or "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. Surfacing: - Karnak "No. 97 AF Aluminum Roof Coating ", "No. 97 Fibrated Aluminum Roof Coating ", 1 -1/2 gal /sq, Monsey "Pro Grade Aluminum Roof Coating ", 1 -1/2 gal /sq, Grundy "al MB Aluminum Roof Coating ", 1 -1/2 gal /sq or "20F Asphalt Emulsion", 2 -1/2 gal /sq: 7. Deck: NC Incline: 1 Base Sheet (Optional): - Type G2 or "APP Base ". Membrane: - "APPeX 5S ", "APPeX 4S ", "Bicor S ", 'Tricor 5 ", "APPeX 4.5M ", "Roof Defender APP Cap Sheet ", "APPeX 4.5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 "; "Dibiten Poly /4.5 Granular'; "Dibiten Poly 4:5 FR ", heat fused. Surfacing: = Karnak "No. 97 AF Aluminum Roof Coating ", "NO. 97 Fibrated Aluminum Roof Coating ", 1 -1/2 gal /sq or Monsey "Pro Grade Aluminum Roof Coating ", 1 -1/2 gal /sq or Grundy "al MB Aluminum Roof Coating ", 1 -1/2 gal sq. 8. Deck: C =15/32 Incline: 1/4 Base Sheet: - Two plies "PermaPly 28" or "GlasBase ": (Type G2). Membrane: - "APPeX 5S ", "APPeX 45 ", "Bicor S ", 'Tricor S ", "APPeX 4.5M ", "Roof Defender APP Cap Sheet ", "APPeX 4.5M FR ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4:5 FR ", heat fused. Surfacing: - Karnak "No. 97 AF Aluminum Roof Coating" or "No. 97 Fibrated Aluminum Roof Coating ", 2 gal /sq. 9: Deck: C-15/32 Incline: 1/4 Insulation: - "I50 3 ", "ENRGY 3 ", "Fesco- Foam ", or any UL Classified polyisocyanurate; polyisocyanurate /perlite composite, 2 in. thick min, joints in insulation offset 6 in. with joints in deck. Base Sheet: - "PermaPly 28" or "GlasBase" (Type G2). Membrane: - "APPeX 5S ", "APPeX 45 ", "Bicor 5 ", 'Tricor 5 ", "APPeX 4.5M ", "Roof Defender APP Cap Sheet ", "APPeX 4.SM FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 "; "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused: Surfacing: - Grundy "al MB Aluminum Roof Coating ", 2 -3 gal /sq. 10. Deck: C -15/32 Incline: 1/2 Insulation: - "I50 3 ", "ENRGY 3 ", "Fesco- Foam ", or any UL Classified polyisocyanurate, polyisocyanurate /perlite composite, 2 in. thick min, joints in insulation offset 6 in. with joints in deck. Base Sheet: - "PermaPly 28" or "GlasBase" (Type G2). Membrane: - "APPeX 5S ", "APPeX 4S ", "Bicor S ", "Tricor S ", "APPeX 4.5M ", "Roof Defender APP Cap Sheet ", "APPeX 4,5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. Surfacing: - Monsey "Pro Grade Aluminum Roof Coating "; 2 gal /sq. 11. Deck: NC Incline: 1/2 Base Sheet (Optional): - Type G2 or "APP Base ". Membrane: - "APPeX 55 ", "APPeX 45 ", "Bicor S ", 'Tricor S ", "APPeX 4.5M ", "Roof Defender APP Cap Sheet ", "APPeX 4.5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. Surfacing: - APOC No. 302 Asphalt Emulsion ", 2 -1/2 gal /sq, " No. 212 Aluminum Roof Coating, 3 gal /sq or "Sunbright 400 ", 2 -1/2 gal sq. http : / /database.ul.com /cgi- bin/XYV/ template /LISEXT /1 FRAME /showpage.html ?name =T::: 6/12/2010 TGFU.R10167 = Roofing Systems Page 28 of 69 12. Deck: NC Incline: 1 =1/2 Insulation (Optional): - "DuraBoard ", "Fesco" or "DuraBoard ", "Fiber Glass Roof Insulation" or any UL Classified perlite, wood fiber or glass fiber, 1 =1/2 in. max or polystyrene (any thickness) covered with 1/2 in: min perlite. Base Sheet (Optional): - Type G2 or "APP Base ". Membrane: - "APPeX 5S ", "APPeX 4S ", "Bicor S ", "Tricor S ", "APPeX 4.5M ", "Roof Defender APP Cap Sheet ", "APPeX 4.5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4:5 Granular ", "Dibiten Poly 4.5 FR ", heat fused: Surfacing: - Grundy "20 F Asphalt Emulsion ", 2 -1/2 gal /sq. 13. Deck: NC Incline: 2 Insulation (Optional): _ "DuraBoard ", "Fesco" or "DuraBoard ", "Fiber Glass Roof Insulation" or any UL Classified perlite, wood fiber or glass fiber, any combination, any thickness or polystyrene (any thickness) covered with 1/2 in min perlite. Base Sheet (Optional): _7 Type G2 or "APP Base ". Membrane: - "APPeX 5S ", "APPeX 4S ", "Bicor S ", 'Tricor S ", "APPeX 4.5M ", "Roof Defender APP Cap Sheet ", "APPeX 4.5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. Surfacing: "Fibrated Topgard Type B ", 2 -1/2 gal /sq. 14. Deck: NC Incline: 3 -1/2 Insulation (Optional): _ "Fesco" or "DuraBoard ", "Fiber Glass Roof Insulation" or any UL Classified perlite, wood fiber or glass fiber, any combination, any thickness or polystyrene (any thickness) covered with 1/2 in min perlite: Base Sheet (Optional): = Type G2 or "APP Base ". Membrane: _ "APPeX 5S ", "APPeX 45 ", "Bicor S ",'Tricor 5 ", "APPeX 4.5M ", "Roof Defender APP Cap Sheet ", "APPeX 4.5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. Coating: - Grundy "20 F Asphalt Eiulsion", 3 gal /sq or APOC "302" or "302AF" Asphalt Emulsion, 3 gal /sq. Surfacing: - Roofing granules, 60 Ibs /sq. 15. Deck: NC Incline: 3 Base Sheet (Optional): - Type G2 or "APP 'Base". Membrane: - "APPeX 55 ", "APPeX 4S ", "Bicor S ", 'Tricor S ", "APPeX 4.5M ", "Roof Defender APP Cap Sheet", "APPeX 4.5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4,5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. Coating: - " Topgard Type B ", 3 gal /sq. Surfacing: - Roofing granules, 60 lbs /sq. 16. Deck: C -15/32 Incline: 1/4 Base Sheet: :- Two plies "PermaPly 28" or "GlasBase" (Type G2). Membrane: - "APPeX 55 ", "APPeX 4S ", "Bicor 5 ", -Tricot S ", "APPeX 4.5M "; "Roof Defender APP Cap Sheet ", "APPeX 4.5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4:5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. Coating: - "Fibrated Topgard Type B ", 3 gal /sq or Grundy "20F Asphalt Emulsion ", 3 gal /sq. Surfacing: - Roofing granules, 60 lbs/sq. 17. Deck: NC Incline: 1 -1/2 Base Sheet (Optional): = Type G2 or "APP Base ": Membrane: - "APPeX 5S ", "APPeX 45 ", "Bicor S ", 'Tricor 5 ", "APPeX 4.5M ", "Roof Defender APP Cap Sheet ", "APPeX 4.5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. Base Coat: = APOC "302" or "302AF Asphalt Emulsion ", 2 gal /sq. Surfacing: - Gardner "Elastomeric Roof Coating ", 1 -1/2 gal /sq. 18. Deck: C -15/32 Incline: 1/4 Base Sheet: - Two plies "PermaPly 28" or "GlasBase" (Type G2). Membrane: _ "APPeX 55 ", "APPeX 4S ", "Bicor S ", 'Tricor S ", "APPeX 4.5M ", "Roof Defender APP Cap Sheet", "APPeX 4.5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused: Base Coat: - APOC "302" or "302AF Asphalt Emulsion ", 2 gal /sq. Surfacing: - Gardner "Elastomeric Roof Coating ", 1 -1/2 gal /sq. 19: Deck: C -15/32 Incline: 1/2 Insulation: - "ISO 3 ", "ENRGY 3 ", "Fesco Foam ", or any UL Classified polyisocyanurate, polyisocyanurate /perlite composite, 2 in. thick min, Joints in insulation offset 6 in. with joints in deck. Base Sheet: - " PermaPly 28" or "GlasBase" (Type G2): Membrane: - "APPeX 5S ", "APPeX 4S ", "Bicor S ", 'Tricor S ", "APPeX 4.5M ", "Roof Defender APP Cap Sheet ", "APPeX 4.5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. Base Coat: - APOC "302" or "302AF Asphalt Emulsion ", 2 gal /sq. Surfacing: - Gardner "Elastomeric Roof Coating ", 1 -1/2 gal /sq. http: / /database.ul.com /cgi= bin /XYV/ template /LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU:R 10167 - Roofing Systems Page 29 of 69 20: Deck: NC Incline: 1/2 Base Sheet (Optional): - Type G2 or "APP Base ". Ply Sheet (Optional): - Type G2. Membrane: - "APPeX 5S ", "APPeX 4S ", "Bicor S ", 'Tricor S ", "APPeX 4.5M ", "Roof Defender APP Cap Sheet"; "APPeX 4.5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. Surfacing: _ "Fibrated Topgard Type A" or "Topshield Aluminum Coating "; 2 =1/2 gal/§q. 21. Deck: NC Incline: 1/2 Insulation (Optional): -' "DuraBoard ", "Fesco" or "DuraBoard ", "Retro -Fit Board ", "Fesco Foam ", "ISO 3 ", "ENRGY 3 ", "Fiber Glass Roof Insulation" or any UL Classified polyisocyanurate, urethane, perlite /urethane composite, perlite /polyisocyanurate composite, glass fiber, wood fiber, any thickness or polystyrene (any thickness) covered with 1 /2'in. min perlite. Base Sheet: - Type G2 or "APP Base ". Membrane: _ "APPeX 5S ", "APPeX 4S "; "Bicor S ", 'Tricor 5 ", "APPeX 4:5M ", "Roof Defender APP Cap Sheet ", "APPeX 4,5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR "; heat fused: Surfacing: = APOC "302" or "302AF Asphalt Emulsion ", 24/2 gal /sq, "Sunbright 400" or "Fibrated Aluminum Roof Coating ", 1=1/2 gal /sq or Henry "No. 229 Aluminum Emulsion ", 2 =1/2 gal /sq. 22. Deck: NC Incline: 2=1/2 Insulation (Optional): - "DuraBoard ", "Fesco" or "DuraBoard ", "Retrb -Fit Board ", "Fesco Foam ", "ISO 3 ", "ENRGY 3 ", "Fiber Glass Roof Insulation" or any UL Classified polyisocyanurate, urethane, perlite /urethane composite, perlite /polyisocyanurate composite, glass fiber, perlite or wood fiber, any thickness or polystyrene (any thickness) covered with 1/2 in. min perlite. Base Sheet: - Type G2 or "APP Base ". Membrane: _ "APPeX 55 "; "APPeX 4S ", "Bicor S ", 'Tricor S "; "APPeX 4.5M ", "Roof Defender APP Cap Sheet", "APPeX 4.5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular', "Dibiten Poly 4.5 FR ", heat fused. Coating: - Grundy "20 F Asphalt Emulsion ", 3 gal /sq. Surfacing: - Roofing granules, 60'lbs /sq. 23: Deck: NC Incline: 1 -1/2 Insulation (Optional): - "DuraBoard ", "Fesco" or "DuraBoard', "Retro -Fit Board ", "Fesco Foam ", "ISO 3 ", "ENRGY 3 ", "Fiber Glass Roof Insulation" or any UL Classified polyisocyanurate; urethane, perlite /urethane composite; perlite /polyisocyanurate composite, glass fiber, perlite or wood fiber, any thickness or polystyrene (any thickness) covered with 1/2 in min perlite. Base Sheet: = Type G2 or "APP Base ". Membrane: - "APPeX 5S ", "APPeX 45 "; "Bicor 5 ", 'Tricor 5 ", "APPeX 4.5M ", "Roof1Defender APP Cap Sheet", "APPeX 4.5M FR ", "APPeX 180 ", "Dibiten Poly /4 "; "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. Surfacing: "Fibrated Topgard Type A" or "Topshield Aluminum Coating ", 2 -1/2 gal /sq. 24. Deck: NC Incline: 1 -1/2 Insulation (Optional): - "DuraBoard ", "Fesco" or "DuraBoard ", "Retro -Fit Board ", "Fesco Foam ", "ISO 3 ", "ENRGY 3 ", "Fiber Glass Roof Insulation" or any UL Classified polyisocyanurate, urethane, perlite /urethane composite, perlite/polyisocyanurate composite, glass fiber, perlite or wood fiber, any thickness, or polystyrene (any thickness) covered with 1/2 in. min perlite. Base Sheet: = Type G2 or " APP Base ". Membrane: - "APPeX 5S ", "APPeX 4S ", "Bicor 5 ", 'Tricor 5 ",, "APPeX 4.5M ", "Roof Defender. APP Cap Sheet ", "APPeX 4,5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. Base Coat: - APOC "302" or "302AF Asphalt Emulsion ", 2 gal /sq. Surfacing: - Gardner" Elastomeric Roof Coating ", 2 -1/2 gal /sq. 25. Deck: C -15/32 Incline: See Below Insulation: _ "I50 3 ", "ENRGY 3" or any UL Classified polyisocyanurate, 1.5 in. min, with joints in insulation offset 6 in, with the joints in the deck. Insulation: _ "Fesco" or "DuraBoard ", "Retro -Fit Board ", "Fiber Glass Roof Insulation" or any UL Classified wood fiber, glass fiber or perlite, 1/2 in. min. Base Sheet: =Two plies "PermaPly 28" or "GlasBase" (Type G2). Membrane: - "APPeX 5S ", "APPeX 4S ", "Bicor S ", 'Tricor 5 ", "APPeX 4.5M ", "Roof Defender APP Cap Sheet", "APPeX 4.5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused: Surfacing: - a)Grundy "al MB Aluminum Roof Coating ", 2 to 3 gal /sq (1/4 in: incline); b)Monsey "Pro Grade Aluminum Roof Coating "; 2 gal /sq (1/2 in. incline); c)Karnak "No. 97 AF Aluminum Roof Coating "; d)Karnak "No. 97 Fibrated Aluminum Roof Coating ", 2 gal /sq (1/2 in. incline). 26: Deck: NC Incline: 1 Ply Sheet: - Type G1 or G2, one or two plies, mechanically fastened or one ply "APP Base ". Membrane: - "APPeX 4.5M FR ", "Tricor M FR ", "Dibiten Poly 4.5 FR ", heat fused in place. 27. Deck: C -15/32 Incline: 1 http : / /database.ul.com /cgi- bin/XYV/ template /LISEXT /1 FRAME /showpage.htrnl ?name =T..: 6/12/2010 TGFU.R10167 - Roofing Systems Page 30 of 69 Barrier Board: — Gypsum wallboard, 0.463 in. thickThin, joints in the wallboard offset 6 in. with joints in deck. Base Sheet: — Type G2, mechanically fastened or hot mopped. Membrane: _ "APPeX 4.5M FR ", "Tricot M FR ", "Dibiten Poly 4.5 FR ", heat fused. 28. Deck: C -15/32 Incline: 1/2 Insulation: = Any UL Classified polyisocyanurate, 1 -1/2 in. thick rnin, joints in insulation offset 6 in: with joints in deck: Insulation: — "Fesco" or "DuraBoard" 3/4 in. thick min or any UL Classified perlite; 3/4 in. thick min. Base 'Sheet: = One or more plies "PermaPly 28" or "GlasBase" (Type G2), mechanically fastened or hot mopped: Membrane: _ "APPeX 4.5M FR ", "Tricot M FR ", "Dibiten Poly 4:5 FR ", heat fused. 29. Deck: C -15/32 Incline: 1/2 Insulation: — "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate, 2 in. thick min, joints in insulation offset 6 in. with joints in deck: Insulation: — "Fiber Glass Roof Insulation ", 15/16 in, min or any UL Classified wood fiber, 1 in. thick min or glass fiber, 15/16 in min: Base Sheet: — One or more plies "PermaPly 28" or "GlasBase" (Type G2), mechanically fastened or hot mopped. Membrane: _ "APPeX 4.5M FR ", " Tricor M FR ", "Dibiten Poly 4:5 FR ", heat fused. 30. Deck: NC Incline: 1 Insulation (Optional): — Any UL CLassified, any thickness. Insulation: — Wood fiber, glass fiber or perlite 3/4 in. min. Base Sheet: = Type G1, G2 or vented base sheet or "APP Base ": Ply Sheet (Optional): — "APPeX 4S ", " APPeX 5S ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", heat fused. Membrane: — "APPeX 4.5M FR ", "Tricot M FR ", "Dibiten Poly 4.5 FR ", heat fused. 31. Deck: C -15/32 Incline: 1/2 Insulation: — "I50 3 ", "ENRGY 3 ", "Fesco Foam" or any UL Classified polyisocyanurate, polyisocyanurate /perlite composite, 2 in. thick min, joints in insulation offset 6 in, with joints in deck. Base Sheet: _ "PermaPly 28" or "GlasBase" (Type G2). Membrane: — "APPeX 5S ", " APPeX 45 ", "Bicor S ", 'Tricot S ", " APPeX 4.5M ", "Roof Defender APP Cap Sheet ", "APPeX 4,5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. Coating: — Grundy "20 F Asphalt Emulsion ", 3 gal /sq or "Fibrated Topgard Type B ", 3 gal /sq. Surfacing: — Roofing granules, 60 lbs/sq. 32. Deck: C -15/32 Incline: 1/2 Insulation: _ " ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate, 1.5 in. min, joints in insulation offset 6 in, with joints in deck. Insulation: — "Fesco" or "DuraBoard ", "Retro -Fit Board ", "Fiber Glass Roof Insulation" or any UL Classified wood fiber, glass fiber or perlite, 1/2 in. min. Base Sheet: — Two plies "PermaPly 28" or "GlasBase" (T)ipe G2). Membrane: _ "APPeX 5S ", "APPeX 4S ", "Bicor 5 ", 'Tricot S ", "APPeX 4.5M ", "Roof Defender APP Cap Sheet ", "APPeX 4.5M FR ", "APPeX 180 "; "Dibiten PoIy /4'`, "Dibiten Poly /5 ", "Dibiten Poly /4:5 Granular", "Dibiten Poly 4.5 FR "; heat fused. Coating: — Grundy "20 F Asphalt Emulsion ", 3 gal /sq or "Fibrated Topgatd Type B ", 3 gal /sq: Surfacing: — Roofing granules, 60 Ibs /sq: 33. Deck: NC Incline: 1 Insulation: — "DuraBoard ", "Fesco" or "DuraBoard ", "Retro-Fit Board ", "Fesco Foam ", "ENRGY 3 ", "Fiber Glass Roof Insulation" or any UL Classified polyisocyanurate, urethane, perlite /urethane composite, perlite / polyisocyanurate composite, glass fiber, perlite or wood fiber, any thickness or polystyrene (any thickness) covered with 1/2 in. min perlite. Base Sheet: — Type G2 or "APP Base ". Membrane: — "APPeX 5S ", "APPeX 4S ", "Bicor S ", 'Tricot S ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", heat fused. Surfacing: = Henry "307 ", 2 =3 gal /sq. 34. Deck: NC Incline: 1/2 Insulation (Optional): — "DuraBoard ", "Fesco" or "DuraBoard ", "Retro-Fit Board ", "Fesco Foam ", "ISO 3 ", "ENRGY 3 ", "Fiber Glass Roof Insulation" or any UL Classified polyisocyanurate, urethane, perlite /urethane composite, perlite / polyisocyanurate composite, glass fiber, perlite or wood fiber, any thickness or polystrene (any thickness) covered with 1/2 in. min perlite. Base Sheet: — Type G2 or "APP Base ". Membrane: — "APPeX 5S ", "APPeX 45 ", "Bicor 5 ", 'Tricor S ", "APPeX 4.5M ", "Roof Defender APP Cap Sheet ", "APPeX 4.5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4:5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. Surfacing: — Grundy "20F -AF" at 3 gal /sq. 35. Deck: NC Incline: 1 Insulation (Optional): = Any thickness, one or more layers UL Classified perlite, wood fiber, glass fiber, polyisocyanurate, polyisocyanurate /composite, EPS /wood fiber, EPS /perlite, EPS /composite or Partek Insulation "PAROC" roof insulation. http: // database. ul. com /cgi - bin/XYV /template/LISEXT / 1 FRAME/showpage.htrnl ?name =T... 6/12/2010 TG FU, R 10167 = Roofing Systems Page 31 of 69 Base Sheet: = One or more layers UL Classified Type G1 or G2 or one ply "APP Base ". Membrane: = One or more layers "APPeX 180 "; "APPeX 4S ", "APPeX 4.5M "; "Roof Defender APP Cap Sheet ", "APPeX 4.5M FR ", "Bicor S "; -Tricor S ", "APPex 5S—Dibiten Poly /4 ", "Dibiten Poly /5 "; "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", "Dibiten Poly 4.5 FR ", heat fused. Surfacing: — Fields "F530 Heat Shield Aluminum Coating" or "F630 Heat Shield Fibered Aluminum Coating ", 11/2 gal /sq. 36. Deck: NC Incline: 1 Insulation: — Polyisocyanurate Insulation, any thickness. Base Sheet: = One or more plies APP Base Sheet, applied in "MR Cold Application Adhesive" at 1 =2 gal /sq. Membrane: _ "Tncore MFR" or "Bicore MFR ", (modified bitumen), applied in MBR Cold Application Ahesive at 1 -2 gal /sq. 37. Deck: C -15/32 Indine: 1/2 Insulation (Optional):— One'or more layers 1/2 in. " Retro- Fit ", "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber =Glass Roof Insulation" or 2 in. min thickness of "ENRGY 3" insulation, mechanically fastened or adhered with "MBR Cold Application Adhesive ". All insulation joints offset from plywood deck joints, 6 in min. Base Sheet: = Two or more plies G2; "PermaPly 28 ", "GlasBase ", mechanically fastened or hot mopped. Membrane: _ "Tricore MFR" or "Bieoi'e MFR ", (modified bitumen); heat welded: 38. Deck: C=15/32 Incline: 1/2 Insulation (Optional): = One or more layers 1/2 in. "Retro- Fit ", "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber -Glass Roof Insulation" or 2 in. min thickness of "ENRGY 3" insulation, mechanically fastened or adhered with "MBR Cold Application Adhesive ". All insulation joints offset from plywood deck joints, 6 in. min. Base Sheet: =Two plies Type G2, " PermaPly 28 ", "GlasBase" or "DibiGlass Base ", mechanically fastened or hot mopped: Membrane: — "APPex 4.5M FR ", "Dibiten Poly 4.5 FR ", (modified bitumen), heat welded. 39. Deck: NC Incline: 1/2 Insulation: = "ENRGY 3" insulation, 2.3 in. thick; mechanically fastened. Insulation: — 1/2 in. "Retro -fit Board "; mechanically fastened: Ply Sheet: — Two or more plies "GlasPly 4 ", hot mopped. Membrane: — One or more plies "APPex 4.5 M ", heat applied. Coating: — Karnak " #97 ", 1 =1/2 gal /sq. 40. Deck: NC Incline: 1/2 Base Sheet: = One ply "Ventsulation ", hot mopped. Insulation: — "ENRGY 3" insulation, 3 in. thick, mechanically fastened. Insulation: = 1/2 in. "Retro -Fit Board ", mechanically fastened. Ply Sheet — Two or more plies "GlasPly 4 ", hot mopped: Base Sheet: — "3M APP Base "; heat applied. Membrane: = One or more plies "APPeX 4.5M FR ", "Dibiten Poly 4.5 FR ", heat applied: Class B 1. Deck: C -15/32 Incline: 1/4 Insulation: _ "Fiber Glass Roof Insulation ", 1 -1/2 in or any UL Classified glass fiber, 1 -1/2 in. Base Sheet: — Type G2, "GlasBase ". Membrane: — "APPeX 4S ", APPeX 4.5M ", "Roof Defender APP Cap Sheet ", " APPeX 4.5M FR ", "Bicor S ", "Tricor S ", "APPex 5S ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ". "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ". Surfacing: — Karnak "Karnak No 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No. 97 AF Aluminum Roof Coating" at 2 gal /sq. 2. Deck: NC Incline: 4 Insulation (Optional): — "DuraBoard ", "Fesco" or "DuraBoard ", "Fiber Glass Roof Insulation" or any UL Classified perlite, wood fiber or glass fiber, any combination, any thickness or polystyrene (any thickness) covered with 1/2 in. min perlite. Base Sheet (Optional): — Type G2 or "APP Base ". Membrane: — "APPeX 5S ", "APPeX 45 ", "Bicor 5 ", 'Tricor 5 ", "APPeX 4.5M ", "Roof Defender APP Cap Sheet", "APPeX 4.5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. Coating: — " Fibrated Topgard Type B ", 3 gal /sq. Surfacing: — Roofing granules, 60 Ibs /sq. 3. Deck: C -15/32 Incline: 1/4 Base Sheet: — Two plies "PerrtmaPly 28" or "GlasBase" (Type G2). Membrane: _ "APPeX 5S ", "APPeX 4S ", "Bicor 5 ", 'Tricor S ", "APPeX 4.5M "; "Roof Defender APP Cap Sheet ", "APPeX 4.5M FR ", "APPeX http: / /database.ul.com /cgi- bin /XYV/ template /LISEXT /1 FRAME /showpage:htm I ?name =T... 6/12/2010 TGFU.R 10167 = Roofing Systems Page 32 of 69 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR "; heat fused: Surfacing: - Grundy "al MB Aluminum Roof Coating ", 2 -3 gal /sq or Monsey "Pro Grade Aluminum Roof Coating ", 2 gal /sq. 4. Deck: C -15/32 in. Incline: 1/2 Base Sheet: - One or more plies "PermaPly 28" or "GlasBase" (Type G2). Membrane: _ "APPeX 4S ", "APPeX 4:5M "; "Roof Defender APP Cap Sheet ", "APPeX 4.5M FR "; "Bicor S ", "Tricot S ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4:5 Granular ", "Dibiten Poly 4.5 FR "; torched in place. Surfacing: - Karnak "No. 97 AF Aluminum Roof Coating" of "No. 97 Fibered Aluminum Roof Coating "; 1 =1/2 to 2 gal per sq. 5. Deck: C -15/32 in. Incline: 1/2 Insulation: - Atlas Roofing "ACFoam II ", 1.2 in. min, joints in insulation offset 6 in. with joints in deck. Base Sheet: - One or more plies "PermaPly" or "GlasBase" (Type G2). Membrane: - "APPeX 4S ", " APPeX 4.5M "; "Roof Defender APP Cap Sheet ", " APPeX 4.5M FR ", "Bider S ", "Tricot S ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 "; "Dibiten Poly /4.5 Granular "; "Dibiten Poly 4.5 FR "; torched in place. Surfacing: = Karnak "No. 97 AF Aluminum Roof Coating" or "No. 97 Fibered Aluminum Roof Coating ", 1 -1/2 to 2 gal /sq. 6. Deck: C -15/32 Incline: 1 Insulation: - "ISO 3 ", 1.2 in. min, "ENRGY 3 ", 1.2 in. min or any UL Classified polyisocyanurate; 1.2 in. thick min, joints in insulation offset 6 in. with joints in deck. Insulation: - "DuraBoard ", "Fesco" or "DuraBoard ", "Retro -Fit Board ", "Fiber Glass Roof Insulation" or any UL Classified wood fiber, glass fiber or perlite, 1/2 in. thick min. Membrane: - "APPeX 4S ", " APPeX 4.5M ", "Roof Defender APP Cap Sheet ", " APPeX 4.5M FR ", "Bicor 5 ", "Tricot S ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. Surfacing: - Karnak "No. 97 Fibrated Aluminum Roof Coating ", "No: 97AF aluminum Roof Coating ", 1=1/2 to 2 gal /sq or Monsey "Pro Grade Aluminum Roof Coating ", 1 -1/2 gal /sq. 7. Deck: C -15/32 Incline: 1/4 Base Sheet: - Two plies "PermaPly 28" er "GlasBase" (Type G2), mechanically fastened or hot mopped. Membrane: - "APPeX 4.5M FR ", "Dibiten Poly 4.5 FR ", heat fused. 8. Deck: C -15/32 Incline: 1/4 Insulation: _ "Fesco" or "DuraBoard ", 1 in. thick min or any UL Classified perlite; 1 in thick min, joints in insulation offset 6 in, with joints in deck. Base Sheet: - One or more plies "PermaPly 28" or "GlasBase" (Type G2); mechanically fastened or hot mopped. Membrane: - "APPeX 4.5M FR ", "Dibiten Poly 4:5 FR ", heat fused. 9. Deck: C =15/32 Incline: 1/2 Insulation: - "ISO 3 ", "ENRGY 3 ", 1 =1/2 in. thick min or any UL Classified polyisocyanurate; 1 =1/2 in. thick min, joints in insulation offset 6 in. with joints in deck. Insulation: - "Fesco" or "DuraBoard", 3/4 in. thick min, "Fiber Glass Roof Insulation ", 15/16 in. thick min or any UL Classified wood fiber, 1 in. thick min, glass fiber, 15/16 in. thick min, or perlite, 3/4 in. thick min. Base Sheet: - One or more plies "PermaPly 28" or "GlasBase" (Type G2), mechanically fastened or hot mopped. Base /Ply Sheet (Optional): - One or more plies Type G1 or G2. Membrane: - "APPeX 4.5M FR ", "Dibiten Poly 4.5 FR ", heat fused. 10. Deck: C -15/32 Incline: 1/2 Insulation: - "ISO 3 ", "ENRGY 3 ", "Fesco Foam" or any UL Classified polyisocyanurate; polyisocyanurate /perlite composite, 1/2 in. thick min, joints in insulation offset 6 in. with joints in deck. Base Sheet: - "PermaPly 28" or "GlasBase" (Type G2). Membrane: - "APPeX 5S "; "APPeX 4S ", "Bicor S ", 'Tricot S ", "APPeX 4.5M "; "Roof Defender APP Cap Sheet "; "APPeX 4.5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. Surfacing: - Any one of the following: A.) Karnak "No. 97" or "No. 97AR ", 1 -1/2 gal /sq. B.) APOC "302" or "302AF Emulsion (optionally coated with Gardner " Elastomeric Roof Coating ", 1 -1/2 gal /sq), 3 gal /sq and roofing granules, 60 lbs/sq. Granules not required when " 252 in. coating is utilized. C.) Grundy "al MB ", 2 -3 gal /sq or "20F Emulsion ", 2 -3 gal /sq with roofing granules, 60 Ibs /sq. D.) "Fibrated Topgard Type B ", 3 gal /sq and roofing granules, 60 Ibs /sq or "Pro Grade Aluminum Roof Coating ", 1 -1/2 gal /sq. http://database.ul.com/cgi -bin/XYV/template/LISEXT/1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R10167 Roofing Systems Page 33 of 69 11. Deck: C -15/32 Incline: 1/2 Insulation: — "Fesco" or "DuraBoard ", 1 in. thick min or any UL Classified perlite, 1 in. thick min, joints in insulation offset 6 in. with joints in deck. Base Sheet: = One or more plies "PermaPly 28" of "GlasBase" (Type G2), mechanically fastened or hot mopped. Membrane: — "APPeX 55 ", "APPeX 45 "; "APPeX 4.5M ", "Roof Defender APP Cap Sheet "; "APPeX 4:5M FR ", "Bicor S "; "Tricor 5 ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. Coating: — Grundy "20 F Asphalt Emulsion ", 3 gal /scq or "Fibrated Topgard Type B ", 3 gal /sq. Surfacing: Roofing granules, 60 Ibs /sq. 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Any thickness, one or more layers UL Classified perlite, glass fiber, polyisocyanurate, polyisocyanurate %composite or Partek "PAROC" roof insulation, Base Sheet: — One or more layers UL Classified Type G2: Membrane: — One or more layers "APPeX 180 ", "APPeX 4S ", " APPeX 4.5M ", "Roof Defender APP Cap Sheet ", " APPeX 4.5M FR ", "Bicor S" "Tricor 5 ", " APPeX 5S", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. Surfacing: = Fields " F530 Heat Shield Aluminum Coating" or "F630 Heat Shield Fibered Aluminum Coating ", 1 -1/2 gal /sq. 13: Deck: NC Incline: 1/2 Insulation: — Any UL Classified polyisocyanurate, perlite /isocyanurate composite, perlite or fiber glass insulation (any thickness, flat or tapered) Insulation (Optional): — " Fesco" or "DuraBoard" or "Retro -Fit Board" (any thickness). Base Sheet: — Type G2 "GlasBase ", "PermaPly 28 ", "Ventsulation ", "GlasPly Premier" or "GlasPly IV ", hot mopped or mechanically attached: PIy Sheet (Optional): = One or more plies "GlasPly Premier ", "GlasPly IV ", "GlasBase" or "PermaPly 28" hot mopped. Membrane: — "APPeX 4.5 MFR" or "Tricor MFR ", heat fused. 14. Deck: NC Incline: 1 Base Sheet (Optional): — One or more plies "GlasBase ", "Ventsulation "; "PermaPly 28 ", "GlasPly Premier" or "GlasPly IV ", hot mopped and /or one or more plies "APP Base ", "APPeX 4S ", "APPeX 5S ", "Bicor 5 ", "Tricor S ", "APPeX 180 ", "Dibiten Poly /4" or "Dibiten Poly /5 ", heat welded. Insulation (Optional): — Any thickness, one or more layers any combination, any UL Classified perlite, fiber glass, polyisocyanurate or polyisocyanurate /perlite composite, hot mopped, mechanically attached or cold adhesive. Base Sheet: — One or more plies "GlasBase ", "Ventsulation ", " PermaPly 28 ", "GlasPly Premier" or "Glas Ply IV ", hot mopped and /or one or more plies "APP Base "; "APPeX 45 ", "APPeX 55", `'Bicor 5 ", "Tricor S; "APPeX 180 ", "Dibiten Poly /4" or "Dibiten Poly /5 ", heat welded, Membrane: — "APPex 4.5M FR ", "Bicor M'FR ", "Tricor M FR "; "Dibiten Poly 4.5 FR ", heat welded. 15. Deck: C -15/32 Incline: 1/2 Base Sheet: — One or more plies "PermaPly 28" or "GlasBase ", mechanically fastened. Membrane: — One layer "APPex 4.5M FR ", "Dibiten Poly 4.5 FR ", heat fused. Class C 1. Deck: C -15/32 Incline: 1/2 Insulation: — "Fiber Glass Roof Insulation ", "Fesco" or "DuraBoard ", 1 in. max or any UL Classified glass fiber, perlite or wood fiber, 1 in. max. Base Sheet: — Type G2, mechanically attached or hot mopped in place. Membrane: = "APPeX 4.5M ", "Roof Defender APP Cap Sheet ", " APPeX 4.5M FR ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. 2. Deck: C =15/32 Incline: 1/4 Base Sheet — "APPeX 55",_" APPeX 4S ", "Bicor S ", "Tricor 5 ", "APPeX 180 ", "Dibiten Poly /4 ", 'Dibiten Poly /5 ", hot mopped. Membrane: — "APPeX 5S ", " APPeX 4S ", " APPeX 4.5M ", "Roof Defender APP Cap Sheet ", " APPeX 4.5M FR ", "Bicor S ", "Tricor S ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4:5 Granular ", "Dibiten Poly 4:5 FR ", heat fused. Coating: _ " Fibrated Topgard Type B ", Grundy "20 F Asphalt Emulsion" or APOC "No. 302" or "302AF Asphalt Emulsion ", 3 gal /sq. Surfacing: = Roofing granules, 60 Ibs /sq. 3. Deck: NC Incline: 1/2 Insulation (Optional): — Any UL Classified (except EPS), any thickness. PIy Sheet: — Type G1, G2, G3 or "APP Base ". Membrane: _ "APPeX 4.5M ", "Roof Defender. APP Cap Sheet ", "APPeX 4.5M FR ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. http : / /database.ul. corn /cgi - bin/XYV /tempi ate/LISEXT/ 1 FRAME/showpage.htm l ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 34 of 69 Class A; 'B or C 1. Deck: C -15/32 Incline: See Note 1 Insulation (Optional): — Any Classified, any thickness. Barrier Board: — 1/2 or 5 /8 -in. thick United Stated Gypsum Co. SECUROCK" Roof Board (Type FRX =G), mechanically fastened or fully adhered with all butt joints staggered a minimum of 6 in from the plywood deck joint. Membrane: — Any Johns Manville modified bitumen system suitable for use with any roof insulation Classified under Roofing Systems (TGFU). 2. Deck: C -15/32 Incline: See Note 2 Base Sheet: — One ply Type G2 mechanically attached. Insulation (Optional): — Any UL Classified, any thickness. Barrier Board: — 1/4, 3/8, 1/2 or 5/8 in. thick United Stated Gypsum Co: SECUROCK" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in from the plywood deck butt joints. Membrane: — Any Johns Manville modified bitumen system suitable for use with any roof insulation Classified under Roofing Systems (TGFU). When the Classified roof- covering system consists of single or multiple plies of base /ply sheets with a total minimum glass reinforcement weight of 1.0 lbs per 100 ft2, the use of the Type G2 base sheet is optional. 3. Deck: C -15/32 Incline: See Note 2 Base Sheet: — One ply Type G2 mechanically attached Barrier Board: — (See Note 3) — 1/4, 3/8, 1/2 or 5/8 in. thick United Stated Gypsum Co: SECUROCK" Roof Board (Type FRX -G) Mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. Insulation (Optional): = Fiberglass, polyisocyanurate, perlite or wood fiber, any thickness. Membrane: — Any Johns Manville modified bitumen system suitable for use over the types of insulation specified above, Classified under Roofing Systems (TGFU). When the Classified roof - covering system consists of single or multiple plies of base /ply sheets with a total minimum glass reinforcement weight of 1:0 lbs per 100 ft2, the use of the Type G2 base sheet is optional: 4. Deck: C -15/32 Incline: See Note 2 Insulation: — Fiberglass, polyisocyanurate, perlite or wood fiber, (UL Classified, any thickness): Barrier Board: = 1/4,3/8, 1/2 or 5/8 in. thick United Stated Gypsum Co. SECUROCK" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. Membrane: — Any Johns Manville modified bitumen system suitable for use with any roof insulation Classified under Roofing Systems (TGFU). 5. Deck: C -15/32 Incline: See Note 4 Barrier Board: — 1/4, 3/8, 1/2 or 5/8 in. thick United Stated Gypsum Co. SECUROCK" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. Insulation: — Fiberglass, polyisocyanurate, perlite or wood fiber, (UL Classified, any thickness). Membrane: — Any Johns Manville modified bitumen system suitable for use over the types of insulation specified above, Classified under Roofing Systems (TGFU). Note 1: Classification (A, B or C) and incline limited to membrane manufacturer's insulated or non- insulated roofing systems (TGFU) Certifications but incline is not to exceed 1 =in. Note 2: Classification (A, B or C) and incline limited to membrane manufacturer's insulated or non - insulated roofing systems (TGFU) Certifications but incline is not to exceed 3-in. Note 3: The use of a Type G2 base sheet and United Stated Gypsum Co. SECUROCK" Roof Board (Type FRX -G) as a barrier board directly over the combustible deck permits the use of any Classified Roofing System (TGFU) which otherwise is limited to use over noncombustible deck. When used, the insulation must consist of one of the types specified: Note 4: Classification (A, B or C) and incline limited to membrane manufacturer's insulated roofing systems (TGFU) Certifications but incline is not to exceed 3 -in: APP MODIFIED BITUMEN COLD APPLIED SYSTEMS Class A Ply sheet membranes are fully adhered with "MBR Cold Application Adhesive ", applied at 1 -2 gal /sq. 1. Deck: NC Incline: 1 Insulation (Optional): — Any thickness, one or more layers, any combination, any UL Classified perlite, fiber glass, polyisocyanurate, polyisocyanurate /perlite composite, hot mopped, mechanically attached or cold adhesive. http : // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R10167 . Roofing Systems Page 35 of 69 Base Sheet: — One or more plies "GlasBase "; "PermaPly 28 ", "APP Base "; "Bicor 5 ", "Tricor S "; applied in "MBR Cold Application Adhesive ". Membrane: _ "Bicor M FR" or "Tricor M FR "„ applied in "MBR Cold Application Adhesive ". Class B 1. Deck: NC Incline: 1 -1/2 Insulation (Optional): — ' "DuraBoard ", "Fesco" or "DuraBoard ", "Retro -Fit Board ", "Fesco Foam ", "ISO 3 "; "ENRGY 3 ", "Fiber Glass Roof Insulation" or any UL Classified polyisocyanurate, urethane, perlite /urethane composite, perlite /polyisocyanurate composite; glass fiber, perlite or wood fiber, any thickness or polystyrene (any thickness) covered with 1/2 in. min perlite: Base Sheet: = Type G2. Membrane: = One or more plies "Bicor S" or "Tricor 5" (modified bitumen), heat fused or hot mopped: Coating: — "Fibrated Topgard Type B ", 3 gal /sq. Surfacing: — Roofing granules, 60 lb/sq. Class A; B or C 1. Deck: C -15/32 Incline: See Note 1 Insulaton (Optional): — Any Classified, any thickness. Barrier Board: — 1/2 or 5 /8 -in. thick United Stated Gypsum Co: SECUROCK'" Roof Board (Type FRX -G), mechanically fastened or fully adhered with all butt joints staggered a'minimum of 6 in from the plywood deck joint. Membrane: — Any Johns Manville modified bitumen system suitable for use with any roof insulation Classified under Roofing Systems (TGFU). 2. Deck: C -15/32 Incline: See Note 2 Base Sheet: = One ply Type G2 mechanically attached. Insulation (Optional): = Any UL Classified, any thickness. Barrier Board: — 1/4, 3/8, 1/2 or 5/8 in. thick United Stated Gypsum Co. SECUROCK'" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. Membrane: = Any Johns Manville modified bitumen system suitable for use with any roof insulation Classified under Roofing Systems (TGFU). When the Classified roof - covering system consists of single or multiple plies of base /ply sheets with a total minimum glass reinforcement weight of 1.0 Ibs per 100 ft2, the use of the Type G2 base sheet is optional. 3: Deck: C =15/32 Incline: See Note 2 Base Sheet: — One ply Type G2 mechanically attached Barrier Board: _ (See Note 3) = 1/4, 3/8, 1/2 or 5/8 in thick United Stated Gypsum Co. SECUROCIC" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints: Insulation (Optional): — Fiberglass, polyisocyanurate, perlite or wood fiber, any thickness. Membrane: = Any Johns Manville modified bitumen system suitable for use over the types of insulation specified above, Classified under Roofing Systems (TGFU). When the Classified roof - covering system consists of single or multiple plies of base /ply sheets with a total minimum glass reinforcement weight of 1.0 Ibs per 100 ft2, the use of the Type G2 base sheet is optional. 4. Deck: C -15/32 Incline: See Note 2 Insulaton: — Fiberglass, polyisocyanurate, perlite or wood fiber, (UL Classified, any thickness). Barrier Board: = 1/4, 3/8, 1/2 or 5/8 in thick United Stated Gypsum Co. SECUROCK'" Roof Board (Type FRX =G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. Membrane: — Any Johns Manville modified bitumen system suitable for use with any roof insulation Classified under Roofing Systems (TGFU). 5. Deck: C -15/32 Incline: See Note 4 Barrier Board: — 1/4, 3/8, 1/2 or 5/8 in. thick United Stated Gypsum Co. SECUROCK'" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. Insulation: — Fiberglass, polyisocyanurate; perlite or wood fiber, (UL Classified, any thickness). Membrane: — Any Johns Manville modified bitumen system suitable for use over the types of insulation specified above, Classified under Roofing Systems (TGFU). Note 1: Classification (A, B or C) and incline limited to membrane manufacturer's insulated or non = insulated roofing systems (TGFU) Certifications but incline is not to exceed 1 -in. Note 2: Classification (A, B or C) and incline limited to membrane manufacturer's insulated or non - insulated roofing systems (TGFU) Certifications but incline is not to exceed 3 -in. Note 3: The use of a Type G2 base sheet and United Stated Gypsum Co. SECUROCKC' Roof Board (Type FRX -G) as a barrier board directly over the combustible deck permits the use of any Classified Roofing System (TGFU) which otherwise is limited to use over noncombustible http: // database. uL- com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 36 of 69 deck: When used, the insulation must consist of one of the types specified: Note 4: Classification (A, B or C) and incline limited to membrane manufacturer's insulated roofing systems (TGFU) Certifications but incline is not to exceed 3 -in. 1 Deck: C -15/32 APP MODIFIED BITUMEN MAINTENANCE AND REPAIR SYSTEMS Class,A Incline: 1/2 Existing Roof System: = Class A or B smooth surfaced BUR: Base Sheet: — "PermaPly 28" or "GlasBase" (Type G2). Membrane: — "APPeX 4.5M FR ", "Tricor M FR ", "Dibiten Poly 4.5 FR ", heat fused. 2. Deck: C -15/32 Incline: 1/2 Existing Roof System: — Class A, B or C, gravel may be removed. Insulation (Optional): — "150 3"; "ENRGY 3 ", "Fesco Foam ", "Fiber Glass Roof Insulation ", "Fesco" or "DuraBoard ", "Retro -Fit" or any UL Classified polyisocyanurate, polyisocyanurate /perlite composite, glass fiber, wood fiber or perlite; any combination, any thickness, and/of- EPS with min 1 in. perlite, wood fiber or 15/16 in. glass fiber cover. Insulation: — "DuraBoard ". Membrane: _ "APPeX 55 ", "APPeX 45 ", "Bicor 5 ", 'Tricor 5 ", "APPeX 4.5M ", "Roof Defender APP Cap Sheet ", "APPeX 4.5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 "; "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4.5 FR ", heat fused. Surfacing: — Karnak "No. 97 AF Aluminum Roof Coating" or Karnak "No: 97 Fibrated Aluminum Roof Coating ", 1'1/2 gal /sq. 3.. Deck: C -15/32 Incline: 1/2 Existing Roof System: = Class A or B, smooth surfaced BUR. Insulation (Optional): — "ISO 3 ", "ENRGY 3 ", "Fesco Foam ", "Fiber Glass Roof Insulation ", "Fesco" or "DuraBoard ", "Retro -Fit" or any UL Classified polyisocyanurate, polyisocyanurate /perlite composite, glass fiber; wood fiber or perlite; any combination, any thickness, and /or EPS with min 1 in. perlite, wood fiber or 15/16 in. glass fiber cover. Base /Ply Sheets: — One or more layers Type G2 or multiple layers Type G1, mechanically fastened, spot or fully mopped. Membrane: — "APPeX 5S ", "APPeX 4S ", "Bicor S", 'Tricor S ", "APPeX 4.5M ", "Roof Defender APP Cap Sheet ", "APPeX 4.5M FR ", "APPeX 180 ", "Dibiten Poly /4 ", "Dibiten Poly /5 ", "Dibiten Poly /4.5 Granular ", "Dibiten Poly 4:5 FR ", heat fused. Surfacing: — Karnak "No. 97 AF Aluminum Roof Coating" or Karnak "No: 97 Fibrated Aluminum Roof Coating "; 1 =1/2 gal /sq. Class B 1: Deck: C =15/32 Incline: 1 Existing Roof System: — One ply each Type G1, G2 and G3 (respectively), hot mopped in place. Membrane: — "APPeX 4.5M FR ", "Tricor M FR ", "Dibiten Poly 4.5 FR ", heat fused. SINGLE PLY MEMBRANE SYSTEMS (EPDM) Unless otherwise indicated, when referring to gypsum board in the following classifications, the following will be referenced: G -P Gypsum DensDeck®, 1/4 in., Regular gypsum board (not Classified) laid with staggered joints (6 in. offset) measuring 0.463 in. thick min and weighing 184 Ibs /sq min or Georgia Pacific "Sound Deadening" Board, measuring 0.208 in. thick min and weighing 109 Ibs /sq min: 1/4 in. thick (min) G -P Gypsum DensDeck® may replace wood fiberboard in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board are offset 6 in. with the joints in the deck. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum DensDeck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing systems acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. Unless otherwise indicated, Johns Manville "ENRGY 3 Plus" (composite) insulation may replace the wood fiberboard over polyisocyanurate insulation in any of the systems mentioned below. "UltraGard EPDM .090 FR ", is an acceptable alternate to " UltraGard EPDM .045 FR" and "UltraGard EPDM .060 FR" in any applicable Classification. Straight or tapered insulation may be used in the following assemblies provided they do not exceed the indicated incline or thickness and carry a UL label. Class A - Ballasted (EPDM) Unless otherwise indicated in the systems described below, the insulation and the membrane are laid loosely and surfaced with river bottom stone, http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R10167 = Roofing Systems Page 37 of 69 nom 1 -1/2 in. diam, at 1000 Ibs /sq min. Suitable alternates are size Nos. 1, 2, 3, 4 and 24 (as per ASTM D448), also at 1000 Ibs /sq min. In addition, concrete pavers or crushed stone may be used. Pavers must weigh 1000 Ibs /sq min and spaced no more than 1/8 in. apart and the crushed stone must meet the above size and weight requirements. Membrane splices, 3 to 4 in. wide are adhered with "UltraGard EPDM Lap Cement" at 130 to 150 lin ft/gal. Unless otherwise indicated in the systems described below, "UltraGard EPDM Seam Tape ", 3 to 7 in. wide, may be used in any Classification where a black EPDM membrane is specified. An appropriate primer may be used to clean membrane surface: 1. Deck: C -15/32 Incline: '2 Insulation (Optional): — Any UL Classified insulation; any thickness. Membrane : — Any Johns Manville EPDM membrane, loose laid, adhered or mechanically fastened: Surfacing: — Stone or paver ballast applied at min 10 lb/ ft2: Class A - Fully Adhered (EPDM) The insulation is mechanically attached with fasteners and plates, hot roofing asphalt or cold adhesive. Unless otherwise indicated, the specified membrane is adhered to the insulation with "UltraGard EPDM Bonding Adhesive" at 1 -1/3 gal /sq. Field membrane splices, 3 to 4 in wide are adhered with "UltraGard EPDM Splicing Cement" at 130 -1SO lin ft/gal: Splice edges may be covered with "UltraGard Lap Caulk" at 11 oz/22 lin ft or sealed with "CCW -704 Mastic ". In the UltraGard White EPDM Systems described below, the installation is the same as listed above except "UltraGard White EPDM Lap Cement" is used in the place of "UltraGard EPDM Lap Cement" and "UltraGard White EPDM Lap Caulk" is used in place of '`UltraGard Lap Caulk ". Coverage rates are the same. 'Unless otherwise indicated, 7/16 in. (min) thick non- veneer APA rated oriented strand board may substituted for wood fiberboard in the following systems: Unless otherwise indicated in the UltraGard EPDM systems described below, "UltraGard EPDM Seam Tape ", 3 to 7 in. wide, may be used in any Classification where a black EPDM membrane is specified except for the "UltraGard EPDM .045R FR or 0.060R FR" membrane. The "UltraGard EPDM .045R FR or 0.060R FR" membrane is limited to a 3 in. incline when this tape is used. An appropriate primer may be used to clean membrane surface. Unless otherwise indicated, the "JM .045 EPDM" membrane is adhered to the insulation with Tacc International"FA661" at 1 gal /sq: The membrane laps are sealed with Tacc "FA555" splicing adhesive at 1 ga1/50 sq /ft and the lap edges are caulked with Tacc "SM =205" lap sealant: For the membrane adhered with JM PVC Bonding Adhesive (Solvent Based) bonding adhesive described below, the adhesive is applied at 1 gal /sq. Overlapping joints are sealed with EPDM Tape Primer at 0:4 gal /sq and UltraGard EPDM Seam Tape from 2=1/2 to 7 in. in width or covered with EPDM Tape Primer or primer at 0.4 gal /sq and EPDM Peel & Stick Cover Strip from 3 to 18 in. in width. For application requiring flashing, use EPDM Tape Primer at 0.4 gal /sq and EPDM Peel & Stick Flashing from 2 to 18 in. in width. "JM EPDM Bonding Cement (Solvent Based)" is applied to the membrane and the substrate at a rate of 55 -70 ft2 /gallon in total for the application. "JM EPDM Bonding Cement (Low VOC)" may be used as an alternate to "JM EPDM Bonding Cement (Solvent Based)" when applied at the same application rate. 1. Deck: NC Indine: 1 Insulation: — Wood fiberboard, 1/2 to 3 in.; wood fiberboard, 1/2 in. min, over any Classified insulation; any thickness; cellular concrete, pre -cast concrete with grouted joints or structural (poured -in- place) concrete. Membrane: — "UltraGard EPDM .045 FR or .060 FR" or "UltraGard EPDM .045 FR Plus or .060 FR Plus ". 2. Deck: NC Incline: 1/2 Insulation: — "ENRGY 3 ", any thickness. Membrane: = "UltraGard EPDM .045 FR or .060 FR ". 3. Deck: C -15/32 Incline: 1/2 Barrier Board: = Gypsum board: Insulation: _ "ENRGY 3 ", any thickness. Membrane: _ "UltraGard EPDM .045 FR or .060 FR ". 4. Deck: C -15/32 Incline: 1 Insulation: — One of or combination of the following: A.) Gypsum board http :// database. ul. com /cgi - bin/XYV /tempt ate/LISEXT/ 1 FRAME /showpage.htm 1 ?name =T... 6/12/2010 TGFU.R 10167 - Roofing Systems Page 38 of 69 B.) Gypsum board over any combination of Classified insulation, any thickness; wood fiberboard, 1/2 in. min over gypsum board; wood fiberboard, 1/2 in. min, polyisocyantirate or urethane, any total thickness, over gypsum board. Membrane: — "UltraGard EPDM .045 FR or ,.060 FR ". 6. Deleted. 7. Deck: NC Indine: 1 -1/2 Insulation: � Wood fiberboard, 1/2 to 3 in. or wood fiberboard, 1/2 in. min, over any Classified insulation, any combination, any thickness; cellular concrete, precast concrete with grouted joints or structural (poured -in= place) concrete. Membrane: — "UltraGard White EPDM ". 8. Deck: NC Indine: 1 Insulation: — Wood fiberboard, 1/2 in. min, over polystyrene, any thickness. Membrane: — "UltraGard White EPDM ". 9. Deck: C =15/32 Incline: 1 -1/2 Insulation: One of or combination of the following: A.) Gypsum board. B.) Gypsum board over any Classified insulation, any combination, any thickness: C.) Wood fiberboard, 1/2 in. min, over gypsum board: D.) Wood fiberboard, 1 /21in. min, over any Classified insulation, any combination, any total thickness, over gypsum board. Membrane: — "UltraGard White EPDM ". 10. Deleted. 11. Deck: NC Incline: 2 Insulation: — "ENRGY 3 ", any thickness. Membrane: = "UltraGard EPDM .045 FR Plus or .060 FR Plus ". 12. Deleted. 13. Deck: NC Incline: 1 Insulation: — Wood fiberboard, 1/2 to 3 in.; wood fiberboard, 1/2 in. min over any Classified insulation, any combination, any thickness; cellular concrete, precast concrete with grouted joints or structural (poured in place) concrete. Membrane: — "UltraGard EPDM .045R or .060R ". 14. Deleted. 15. Deck: C= 15/32 Incline: 1 Insulation: — One of or combination of the following: A.) Gypsum board 8.) Gypsurn board over any Classified insulation, any combination, any thickness; wood fiberboard, 1/2 in. min over gypsum board; wood fiberboard, 1/2 in. min over any Classified insulation; any combination, any thickness, over gypsum board: Membrane: — "UltraGard EPDM .045R or .060R ". 16. Deck: NC Incline: 1 Insulation: — Wood fiberboard, 1/2 in. min over polystryene, any thickness. Membrane: — "UltraGard EPDM .045R FR or .060R FR" or "UltraGard EPDM .045R or .060R ". 17. Deck: C -15/32 Incline: Unlimited http:// database. ul. com /cgi- bin /XYV /tefnplate/LISEXT71 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 39 of 69 Insulation: — One of or combination of the following, any thickness: A.) Gypsum board B.) Gypsum board over any Classified insulation, any combination, any thickness; wood fiberboard; 1/2 in. min over gypsum board; wood fiberboard, 1/2 in, min over polyisocyanurate or urethane, any combination, any total thickness; over gypsum board. Membrane:— "UltraGard EPDM .045R FR or .060R FR ". 18. Deck: C =15/32 Incline: 1 Insulation: — Gypsum board over polystryene, any thickness. Membrane: — "UltraGard EPDM .045R FR or .060R FR ". 19. Deck: NC Indine: 1 Insulation: _ " ENRGY 3 ", any thicknes. Membrane: _ "UltraGard EPDM .045R FR or .060R FR ": 20. Deck: C -15/32 Incline: 1 Barrier Board: — Gypsum board. Insulation: _ " ENRGY 3 ", any thickness. Membrane: — "UltraGard EPDM .045R FR or .060R FR ". 21. Deck: NC Incline: Unlimited Insulation: — Wood fiberboard, 1/2 to 3 in.; wood fiberboard, 1/2 in. min over polyisocyanurate or urethane, any combination; any thickness; cellular concrete, precast concrete with grouted joints or strudural (poured in place) concrete. Membrane: _ "UltraGard EPDM .045R FR or .060R FR "; 22. Deck: NC Incline: 2 -1/2 Insulation: — Oriented strand board, Oriented strand board over polyisocyanurate or urethane, any combination, any thickness. Membrane: — "UltraGard White EPDM ". 23. Deck: C -15/32 Incline: 2 -1/2 Insulation: — One of or combination of the following: A.) Oriented Strand Board over gypsum board. B.) Oriented Strand Board over any Classified insulation, any combination, any total thickness, over gypsum board. Membrane: _ "UltraGard White EPDM ". 24. Deck: NC Incline: 1 Insulation: = Wood fiberboard, 1/2 to 3 in.; wood fiberboard, 1/2 in. min over any Classified insulation, any combination, any thickness; cellular concrete, pre -cast concrete with grouted joints or structural (poured -in- place) concrete. Membrane: — "UltraGard EPDM .060 FR ", adhered with "UltraGard EPDM Latex Bonding Adhesive ". 25. Deck: NC Incline: 1 Insulation: = Wood fiberboard, 1/2 to 3 in.; wood fiberboard, 1/2 in. min over any Classified insulation, any combination, any thickness; cellular concrete, pre -cast concrete with grouted joints or structural (poured -in- place) concrete. Membrane: — "UltraGard EPDM .045R or .060R ", adhered with "UltraGard EPDM Latex Bonding Adhesive 26. Deck: NC Incline: 1 Insulation: — " ENRGY 3 ", any thickness. Membrane: — "UltraGard EPDM .045R FR or .060R FR ", adhered with "UltraGard EPDM Latex Bonding Adhesive ". 27. Deck: NC Incline: 2 -1/2 http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name °T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 40 of 69 Insulation: — Wood fiberboard, 1/2 to 3 in.; wood fiberboard, 1/2 in min over any Classified insulation; any combination, any thickness; cellular concrete, precast concrete with grouted joints or structural (poured in place) concrete: Membrane: — "UltraGard EPDM .045R FR or .060R MFR ", adhered with "UltraGard EPDM Latex Bonding Adhesive ": 28. Deleted. 29. Deck: NC Indine: 1/2 Insulation: — Wood fiberboard, 1/2 to 3 in. or wood fiberboard, 1/2 in. min over any Classified insulation, any combination, any thickness; cellular conrete with grouted joints or structural (poured in place) concrete. Membrane: _ "UltraGard White EPDM ", adhered with "UltraGard EPDM Latex Bonding Adhesive ". 30. Deck: NC Incline: 1 Insulation: — Wood fiberboard, 1/2 in. min over polystyrene, any thickness. Membrane: _ "UItiGard EPDM .045R FR or .060R FR" or "UltraGard EPDM .045R or .060R ", adhered with "UltraGard EPDM Latex Bonding Adhesive ". 31. Deck: NC Incline: 1 -1/2 Insulation: — UC Industries "Durapink FA ", 2 in. max, mechanically fastened: Membrane: — "UltraGard EPDM .045 FR Plus or .060 FR Plus', adhered with "UltraGard EPDM Latex Bonding Adhesive ". 32. Deck: C -15/32 Incline: 1 -1/2 Barrier Board: — Gypsum board, 0.463 in. thick min, weighing 184 Ibs /sq min. Insulation: — UC Industries "Durapink FA ", 2 in max, mechanically fastened. Membrane: — "UltraGard EPDM .045 FR Plus or .060 FR Plus ", adhered with "UltraGard EPDM Latex Bonding Adhesive ". 33. Deck: NC Incline: 1 Insulation: — "ENRGY 3 ", any thickness. Membrane: — "UltraGard EPDM .060 FR ", adhered with "UltraGard EPDM Latex Bonding Adhesive ". 34. Deleted. 35. Deck: C -15/32 Incline: See Note Slip Sheet: — One layer Atlas Roofing "FR -10" or "FR 50 ". Insulation: — Atlas Roofing "ACFoam III ", min 1.5 in. thick with joints staggered min 6 in. from the deck joints. Membrane: — Any Johns Manville EPDM membrane. Note: Max incline shall be in accordance with Classification established for the insulation/membrane roofing system. 36. Deck: C -15/32 Incline: 1/2 Slip Sheet: — Two layers Atlas Roofing "FR -50 ". Membrane: — "UltraGard EPDM .045R FR or .060R FR" or "UltraGard EPDM :045 FR or .060 FR ". 37. Deck: NC Incline: 1/4 Insulation: — "ENRGY 3" mechanically fastened, any thickness. Membrane: — "UltraGard EPDM .045 or .060R" adhered with "UltraGard EPDM Bonding Adhesive ", 60 sq ft/gal. 38. Deck: NC Incline: Unlimited Insulation: — Polyisocyanurate, any thickness. Barrier Board: — 1/2 in. min thick density fiberboard. Membrane: — Johns Manville "UltraGard EPDM .045RFR and .060RFR ", 45 =60 mil, adhered with JM PVC Bonding Adhesive (Solvent Based). 39. Deck: NC Incline: 1/2 Insulation: — Polyisocyanurate, any thickness. Barrier Board: — 1/2 in. min thick density fiberboard. Membrane: — Johns Manville "UltraGard EPDM .045FR and .060FR ", 45 -60 mil, adhered with JM PVC Bonding Adhesive (Solvent Based). http : // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME/showpage.html ?name =T... 6/12/2010 TG F U. R 10167 - Roofing Systems Page 41 of 69 40. Deck: NC Incline: 1 -1/2 Insulation: — Wood fiberboard, 1/2 to 3 in.; min. 1/2 in. wood fiberboard or 1/4 in. "Invinsa Roof Board" over polyisocyanurate or urethane, any thickness, any combination; cellular concrete, precast concrete with grouted joints or structural (poured -in- place) concrete. Membrane: — "UltraGard EPDM .045R FR or .060R FR ", fully adhered with "UltraGard EPDM Bonding Adhesive" or "UltraGard EPDM Latex Bonding Adhesive ". 41. Deck: NC Incline: 1 -1/2 Insulation: — Wood fiberboard, 1/2 to 3 in.; min. 1/2 in. wood fiberboard or 1/4 in. "Invinsa Roof Board" over any Classified insulation, any combination, any thickness; cellular concrete, precast concrete with grouted joints or structural (poured -in- place) concrete. Membrane: — "UltraGard EPDM .045R or .060R ", fully adhered with "UltraGard EPDM Bonding Adhesive" or "UltraGard EPDM Latex Bonding Adhesive ". 42. Deck: NC Incline: 1 Insulation (Optional): — "ENRGY 3 ", any thickness; "Invinsa Roof Board ", 1/4 in. thick; or "Invinsa Roof Board" over "ENRGY 3 ", any thickness. Membrane: — "JM EPDM FR .045 ", "]M EPDM FR .060" or "]M EPDM FR .090 ", adhered with "JM EPDM Bonding Cement (Solvent Based) ". 43. Deck: NC Incline: 2 Insulation (Optional): — "Invinsa Roof Board ", 1/4 in. thick. Membrane: — "JM EPDM FR .045 ", "JM EPDM FR .060" or "JM EPDM FR .090 ", adhered with "JM EPDM Bonding Cement (Solvent Based) ". 44. Deck: NC Incline: 1 Insulation (Optional): — Wood fiberboard, 1/2 to 3 in.; wood fiberboard, 1/2 in. min, or "ENRGY 3 Plus ", over any UL Classified insulation, any thickness. Membrane: — "JM EPDM FR .045 ", "JM EPDM FR .060" or "JM EPDM FR .090 ", adhered with "JM EPDM Bonding Cement (Solvent Based) ". 45. Deck: C -15/32 Incline: 2 Insulation (Optional): — Any UL Classified, any combination, any thickness. Barrier Board: — 1/4 in. min G -P Gypsum DensDeck® or 1/z in. min gypsum board with joints staggered min 6 in. from the deck joints. Membrane: — "JM EPDM FR .045" or "JM EPDM FR .060 ", adhered with "JM EPDM Bonding Cement (Solvent Based) ". 46. Deck: C -15/32 Incline: 1/2 Slip Sheet: — Two layers of Atlas Roofing "FR -50 ". Membrane: — "JM EPDM FR .045 ", "JM EPDM FR .060" or "JM EPDM FR .090 ", adhered with "JM EPDM Bonding Cement (Solvent Based) ". Class B - Fully Adhered (EPDM) 1. Deck: C -15/32 Incline: See Note Base Sheet: — One layer, mechanically fastened, of one of the following: A.) Owens Corning "Perma Ply No. 28 ". B.) GAF "Gafglas #75 Base Sheet ". C.) Johns Manville "Glasbase ". D.) Tamko "Glass Base". E.) Celotex Type G2 "Vaporbar GB ". Insulation: — "ENRGY 3 ", min 1 -1/2 in. thickness; wood fiberboard, min 1 in. thick; wood fiberboard, min 1/2 in. thick over polyisocyanurate or urethane (any combination), min 1 in. thick. The bottom insulation layer joints are to be staggered a min 6 in. from the deck joints. Membrane: — Any Johns Manville EPDM membrane. Note: Max incline shall be in accordance with Classification established for the insulation /membrane roofing system but not to exceed 1 in. http : // databas e.0 l.com /cgi - bin/XYV /temp l ate /L I S EXT/ 1 F RA ME /showpage. htm l ?name =T ... 6/12/2010 TGFU.R10167 - Roofi ng Systems Page 42 of 69 2. Deck: NC Incline: 2 Insulation (Optional): _ "ENRGY 3 ", any thickness. Membrane: — "3M EPDM FR .045" or "JM EPDM FR .060 ", adhered with "JM EPDM Bonding Cement (Solvent Based) ". 3. Deck: NC Incline: 1 -1/2 Insulation (Optional): — "ENRGY 3 ", any thickness. Membrane: — "JM EPDM FR .090 ", adhered with "3M EPDM Bonding Cement (Solvent 'Based) ". 4. Deck: NC Incline: 2 Insulation (Optional): = Wood fiberboard, 'h to 3 in.; wood fiberboard, 1/2 in. min, or "ENRGY 3 Plus ", over any UL Classified insulation; any thicknes. Membrane: — "3M EPDM FR .045" or "3M EPDM FR .060 ", adhered with 3M EPDM Bonding Cement (Solvent Based). Class C = FuIIy Adhered (EPDM) 1. Deck: NC Incline: 1 Insulation: = UC Industries "Foamular 150 or 250" or "Durapink ", 2 in: max; mechanically fastened: Membrane: — "UltraGard White EPDM "; adhered with "UltraGard EPDM Latex Bonding Adhesive" at 1 gal /sq. 2. Deck: C -15/32 Incline: 1 Barrier Board: — Gypsum board, 0.463 in. thick min, weighing 184 Ibs /sq min. Insulation: — UC Industries "Foamular 150 or 250" or "Durapink ", 2 in. max, mechanically fastened. Membrane: — "UltraGard White EPDM ", adhered with "UltraGard EPDM Latex Bonding Adhesive" at 1 gal /sq. Class A = Mechanically Fastened (EPDM) In the Mechanically Fastened Systems described below, the insulation is attached with mechanical fasteners and plates, hot roofing asphalt or cold adhesive. The specified membrane is secured over the insulation by mechanical fasteners and plates or metal fastening bars and fasteners placed in the field splices. Field membrane splices, 6 in. min wide, are adhered with "UltraGard EPDM Lap Cement" at 85 to 95 lin ft /gal. Splice edges may be covered with "UltraGard EPDM Lap Caulk" at 11 oz /22 lin ft. Unless otherwise indicated in the systems described below, "UltraGard EPDM Seam Tape ", 3 to 7 in. wide, may be used in any Classification where a black EPDM membrane is specified, except for the "UltraGard EPDM .045R FR or .060R FR" membrane: The "UltraGard EPDM .045R FR or .060R FR" membrane is limited to a 3 in. incline when this tape is used. An appropriate primer may be used to clean membrane surface. 1. Deck: NC Incline: 3/4 Insulation: _ "ENRGY 3 ", any thickness. Membrane: — "UltraGard EPDM .045R FR or .060R FR ". 2. Deck: NC Incline: 2 -1/2 Insulation: — Wood fiberboard, 1/2 to 3 in.; wood fiberboard; 1/2 in. min, over polyisocyanurate or urethane, any thickness, any combination; cellular concrete, precast concrete with grouted joints or structural (poured -in- place) concrete. Membrane:_ "UltraGard EPDM .045R FR or .060R FR ". 3. Deleted. 4. Deck: NC Incline: 3/4 Insulation: — Wood fiberboard, 1/2 to 3 in.; wood fiberboard, 1/2 in. min, over any Classified insulation, any combination, any thickness; cellular concrete, precast concrete with grouted joints or structural (poured -in- place) concrete. Membrane: — "UltraGard EPDM .045R or .060R ". 5. Deleted. 6. Deck: C -15/32 Incline: 4 Insulation: — One of or combination of the following, any thickness: A.) Gypsum board. http : // database. uLcom /cgi- bin/XYV /template/LISEXT /1 FRAME/showpage.html ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 43 of 69 B.) Gypsum board over polyisocyanurate or urethane, any thickness; wood fiberboard, 1/2 in, min over gypsum board; wood' fiberboard; 1/2 in. min over polyisocyanurate or- urethane, any total thickness, over gypsum board. Membrane: _ "UltraGard EPDM ,045R FR or .060R FR ". 7. Deleted. 8. Deck: C -15/32 Incline: 3/4 Insulation: One of or combination of the following: A.) Gypsum board. B.) Gypsum board over any Classified insulation, any combination, any thickness; wood fiberboard, 1/2 in. min over gypsum board; wood fiberboard, 1 /2'in. min over any Classified insulation, any combination, any thickness, over gypsum board. Membrane: — "UltraGard EPDM .045R or .060R ". 9. Deck: C-15/32 Incline: 3/4 Barrier Board: — Gypsum board. Insulation: — "ENRGY 3 ", any thickness. Membrane: _ "UltraGard EPDM .045R FR or .060R FR". 10, Deleted, 11. Deck: NC Incline: 3/4 Insulation: — Hunter Panels "H- Shield ", "H- Shield -NB ", "H- Shield -P ", "H- Shield -WF ", 'Tapered H- Shield ", "Tapered'H- Shield -P "or 'Tapered H- Shield-WF ", any thickness. Membrane: _ "UltraGard EPDM .045R FR of :060R FR ". 12. Deleted. 13. Deck: C -15/32 Incline: See :Note Slip Sheet: = One layer Atlas Roofing "FR -10" or "FR-50". Insulation: = Atlas Roofing "ACFoam III ", min 1.5 in, thick with Joints staggered min 6 in. from the deck joints. Membrane: = Any Johns Manville EPDM membrane. Note: Max incline shall be in accordance with Classification established for the' insulation /membrane roofing system. 14. Deck: C -15/32 Incline: 1/2 Slip Sheet: — Two layers Atlas Roofing "FR -50 ". Membrane: — "UltraGard EPDM .045R or .060R" or "UltraGard EPDM .045R FR or .060R FR ". 15. Deck: NC Incline: 1 -1/2 Insulation: = 1/4 in. "Invinsa Roof Board" over polyisocyanurate or urethane, any thickness, any combination; cellular concrete. Membrane: _ "UltraGard EPDM .045R FR or .060R FR ". 16. Deck: NC Incline: 1-1/2 Insulation: — 1/4 in. "Invinsa Roof Board" over any Classified insulation, any combination, any thickness; cellular concrete. Membrane:— "UltraGard EPDM .045R or .060R ". 17. Deck: NC Incline: 3/4 Insulation: = Any thickness, one or more layers, " Fesco" or "DuraBoafd ", " Fesco- Foam ", "Fiber Glass Roof Insulation', "ISO 3 ", "ENRGY 3 ", mechanically fastened: Insulation: — "Invinsa Roof Board ", 1/2 in. thick. Membrane: _ "UltraGard EPDM .060R FR ", mechanically fastened. 18. Deck: NC Incline: 1/2 Insulation: — Any thickness, one or more layers, "Fesco" or "DuraBoard ", " Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY http: / /database.ul.com /cgi - bin /XYV /temp) ate/LISEXT/ 1 FRAME /showpage.htm 1 ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 44 of 69 3 ", mechanically fastened: Insulation: — "Invinsa Roof Board ", 1/2 in. thick. Membrane: _ "UltraGard EPDM :060R "; mechanically fastened. 19. Deck: NC Indine: 1/4 Insulation: — Glass fiber, perlite or wood fiber, 3/4 to 2 in. Membrane: — "JM .045 EPDM ", 45 mil. Class B - Mechanically Fastened (EPDM) 1. Deck: NC Incline: 4 Insulation: = Wood fiberboard, 1/2 to 3 in:; wood fiberboard, 1/2 in min over polyisocyanurate or urethane, any combination, any thickness; cellular conQete, precast concrete with grouted joints or structural (poured in place) concrete: Membrane: — "UltraGard EPDM .045R FR or .060R FR ". 2. Deck: C -15/32 Incline: 4 Insulation: One of or combination of the following; any thickness: A.) Gypsum board. B.) Gypsum board over polyisocyanurate or urethane, any thickness; wood fiberboard, 1/2 in. min over gypsum board; wood fiberboard, 1/2 in. min over phenolic, polyisocyanurate, urethane, any total thickness, over gypsum board. Membrane: — "UltraGard EPDM .045R FR or .060R FR ". 3. Deck: C -15/32 Incline: 1 Base Sheet: — One layer, mechanically fastened; of one of the following: A.) Owens Corning " Perma Ply No. 28 ". B.) GAF "Gafglas #75 Base Sheet ". C.) Johns Manville "Glasbase ". D.) Tamko "Glass Base ". E.) Celotex Type G2 "Vaporbar GB ". Membrane: — "UltraGard EPDM .045R or .060R" or "UltraGard EPDM .045R FR or .060R FR ". 4. Deck: C- 15/32 Incline: See Note Base Sheet: — One layer, mechanically fastened, of one the following: A.) Owens Corning "Perma Ply No. 28 ". B.) GAF "Gafglas #75 Base Sheet ". C.) Johns Manville "Glasbase ". D.) Tamko "Glass Base ". E.) Celotex Type G2 " Vaporbar GB ". Insulation: _ "ENRGY 3 ", min 1 -1/2 in. thickness; wood fiberboard, min 1 in. thick; wood fiberboard, min 1/2 in. thick over any Classified insulation (any combination), min 1 in. thick. The bottom insulation layer joints are to be staggered a min 6 in. from the deck joints. Membrane: — Any Johns Manville EPDM membrane. Note: Max incline shall be in accordance with Classification established for the insulation /membrane roofing system but not to exceed 1 in. http: // database. ul. eom /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R10167 - Roofing .Systems Page 45 of 69 5. Deck: C -15/32 Incline: 1/2 Insulation: — "Invinsa Roof Board ", 1/2 in. thick. Membrane: — Any Classified TPO, PVC or EPDM membrane, mechanically fastened. Class C = Mechanically Fastened (EPDM) 1. 'Deck: NC Incline: 2 Insulation (Optional): — Any UL Classified; any thickness. Insulation: — Wood fiberboard, 1/2 in. thick min. Membrane: _ "UltfaGe d EPDM .060 FR ". 2. Deck: NC Incline: 1 Insulation: — "ENRGY 3 "; any thickness. Membrane: _ "UltraGard EPDM .045R or .060 FR ". Class A; B or C - (EPDM) 1. Deck: See Note 1 Incline: See Note 2 Slip Sheet (Optional): = Any UL Classified: Barrier Board (Optional): — Any UL Classified. Insulation (Optional): — Any Classified Johns Manville insulation; any combination, any thickness. Membrane: —,Any Classified Johns Manville EPDM membrane, mechanically fastened or fully adhered. Surfacing: _ " TopGard 4000" or "TopGard 5000 "; 11/2 to 3 gal /sq. May be reinforced with fabric (3 oijsq yd max). 2. Deck: C -15/32 Incline: See Note 3 Insulation (Optional): — Any Classified, any thickness. Barrier Board: — 1/2 or 5 /8 =in: thick United Stated Gypsum Co: SECUROCK'" Roof Board (Type FRX -G), mechanically fastened or fully adhered with all butt joints staggered a minimum of 6 in from the plywood deck joint: Membrane: = Any Johns Manville EPDM system suitable for use with any roof insulation Classified under Roofing Systems (TGFU). 3: Deck: C =15/32 Incline: See 'Note 4 Base Sheet: = One ply Type G2 mechanically attached. Insulation (Optional): — Any UL Classified, any thickness. Barrier Board: — 1/4, 3/8, 1/2 or 5/8 in. thick United Stated Gypsum Co. SECUROCK'" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 :in. from the plywood deck butt joints. Membrane:— Any Johns Manville EPDM system suitable for use with any roof insulation Classified under Roofing Systems (TGFU): When the Classified roof - covering system consists of single or multiple plies of base /ply sheets with a total minimum glass reinforcement weight of 1.0 lbs per 100 ft2, the use of the Type G2 base sheet is optional: 4. Deck: C =15/32 Incline: See Note 4 Base Sheet: — One ply Type G2 mechanically attached: Barrier Board: — — (See Note 5) — 1/4, 3/8, 1/2 or 5/8 in. thick United Stated Gypsum Co. SECUROCK'" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all bafrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. Insulation (Optional): — Fiberglass, polyisocyanurate, perlite or wood fiber, any thickness: Membrane: = Any Johns Manville EPDM system suitable for use over the types of insulation specified above, Classified under Roofing Systems (TGFU). When the Classified roof - covering system consists of single or multiple plies of base /ply sheets with a total minimum glass reinforcement weight of 1.0 lbs per 100 ft2, the use of the Type G2 base sheet is optional, 5: Deck: C =15/32 Incline: See Note 4 Insulation: — Fiberglass, polyisocyanurate, perlite or wood fiber, (UL Classified, any thickness). 'Barrier Board: = 1/4, 3/8, 1/2 or 5/8 in, thick United Stated Gypsum Co. SECUROCK'" Roof. Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6' in from the plywood deck butt joints. Membrane: — Any Johns Manville EPDM system suitable for use with any roof insulation Classified under Roofing Systems (TGFU): 6. Deck: C- 15/32 Incline: See Note 6 Barrier Board: — — 1/4, 3/8, 1/2 or 5/8 in. thick United Stated Gypsum Co. SECUROCK'" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 yin. from the plywood deck butt Joints. Insulation: — Fiberglass, polyisocyanurate,,perlite or wood fiber, (UL Classified; any thickness). http: / /database.ul.com /cgi - bin/XYV /tempi ate/LISEXT/ 1 FRAME /showpage:html?name =T., . 6/12/2010 TGFU,R10167 Roofing Systems Page 46 of 69 Membrane: = Any Johns Manville ''EPDM system suitable for use over the types of insulation specified above, Classified under Roofing Systems (TGFU). Note 1: Deck shall be in accordance with Classification established for the slip sheet/barrier board /insulation /membrane roofing system. 'Note 2: Class (A, B or C) and max incline shall be in accordance with Classification established for the slip sheet /barrier board /insulation /membrane roofing system, but can not exceed 2:12. Note 3: Classification (A, B or C) and incline limited to membrane manufacturer's insulated or non- insulated roofing systems (TGFU) Certifications but incline is .not to exceed 1 -in, Note 4: Classification (A, B or C) and incline limited to membrane manufacturer's insulated or non = insulated roofing systems (TGFU) 'Certifications but Incline is not to exceed 3 =in. Note 5: The use of a Type G2 base sheet and United Stated Gypsum'Co. SECUROCK'" Roof Board (Type !FRX =G) as a barrier board directly over the combustible deck permits the use of any Classified Roofing System (TGFU) which otherwise is limited to use over noncombustible deck. When used, the insulation must consist of one of the types specified. Note 6: Classification (A, B or C) and incline limited to membrane' manufacturer's insulated roofing systems (TGFU) Certifications but incline is not to exceed 1. Deck: C -15/32 MAINTENANCE AND REPAIR SYSTEMS (EPDM) Class A, B and C Incline: 1/2 Existing Roof System: = Class A, B or C mineral or smooth surfaced non = modified asphalt coated cap sheet roofing system, to retain the existing Classification, is covered with: Membrane: _ "UltraGard White EPDM ", fully adhered. (See'Class A = Fully Adhered EPDM). 2. Deck: C =15/32 Incline: 1/2 Existing Roof System: — Class A, B or C mineral or smooth surfaced non- modified asphalt coated cap sheet roofing system, to retain the existing Classification, is covered with: Slip Sheet (Optional): = One or more layers of the following = Atlas Roofing "FR =10 ", Elk "Versashield" or Type G2 base sheet, laid loosely. Membrane: _ "UltraGard' EPDM .045R !FR or .060R FR" or "UltraGard EPDM .045R or .060R ", mechanically fastened. 3. Deck: C -15/32 Incline: 1/2 Existing Roof System: — Class A, B or C mineral or smooth surfaced cap sheet roofing system, to retain the existing Classification, is covered with: Membrane: — "UltraGard White EPDM", fully adhered. (See Class A = Fully Adhered EPDM). 4. Deck: C -15/32 or NC Incline: 1 Existing Roof System: — Class A, B or C roofing, gravel to be maintained on gravel built -up system, to retain the existing Classification, is cover with: Insulation: — Owens Corning Specialty &Foam Products 1 in. max Membrane: — "UltraGard EPDM .045R FR or .060R'FR" or "UltraGard EPDM .045R or .060R" , mechanically attached assembly. 5. Deck: C -15/32 or NC Incline: 1 Existing Roof System: — Class A, B or C roofing, gravel to be maintained on gravel built -up system, to retain the existing Classification, is cover with: Insulation: = 1/4 in. thick "Invinsa Roof Board ", mechanically fastened. Membrane: _ "UltraGard EDPM .045R FR ", "UltraGard EPDM .060R FR ", "UltraGard EPDM .045R ", "UltraGard EPDM .060R ", mechanically fastened. 6. Deck: C -15/32 or NC Incline: 1 Existing Roof System: = Class A, B or C roofing, gravel to be maintained on gravel 'built-up system, to retain the existing Classification, is cover with: Insulation: 1/4 in. thick "Invinsa Roof Board ", mechanically fastened Membrane: — "UltraGard EDPM :045R FR or .060R FR" or "UltraGard EPDM .045R or .060R ", fully adhered with "UltraGard EPDM Bonding Adhesive" or "UltraGard EPDM Latex Bonding Adhesive ". http : / /database.ul.com /cgi - bin/XYV /templ ate/LISEXT/ 1 FRAME /showpage.htm 1 ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 47 of 69 Class A 1. Deck: C -15/32 Indine: 1/2 Existing Roof System: — Class A, B or C roofing system, is covered with: Barrier Board: — Gypsum board. Membrane: — "UltraGard EPDM .045 FR Plus or .060 FR Plus ", "UltraGard EPDM .045R FR or .060R FR" or "UltraGard EPDM .045R or .060R". 2. Deck: NC Iodine: 1 Existing Roof System: — Class A, B or C roofing system, gravel may be removed on gravel built -up system: Insulation: — Owens Corning Specialty & Foam Products "Fan - Fold ", one layer or "Durapink ", 1 in. max, mechanically fastened. Membrane: _ "UltraGard EPDM .045R FR or .060R FR ". 3. Deck: NC Incline: 1 Existing Roof System: =Class A, B or C roofing system, gravel may be removed on gravel built -up system. Insulation: — Owens Corning Specialty & Foam Products "Fan- Fold ", one layer or "Duraaapink ", 1 in. max; mechanically fastened. Ply Sheet: — One or more plies Type G2 or Elk VersaShield Underlayment or VersaShield FB -2S Membrane: — "UltraGard EPDM .045R or .060R ". 4. Deck: NC Incline: 1/2 Existing Roof System: — Class A, B or C mineral or smooth surfaced cap sheet roofing system covered with: Membrane: — "UltraGard White EPDM" or "UltraGard EPDM .045 FR or .060 FR ". (See Class A = Fully Adhered description:) 5. Deck: NC Incline: 1 Existing Roof System: = Class A, B or C roofing system (gravel may be removed from gravel built -up system). Insulation: = Tenneco "AMOCOR ®PB6, PB6W, PG38 or PG39 ", mechanically fastened. Membrane: _ "UltraGard EPDM .045R FR or .060R FR ". 6. Deck: C =15/32 Incline: 1/2 Existing Roof System: = Class A, B or C roofing system, to retain the existing Classification; is covered With: Slip Sheet: — T wo or more layers Atlas Roofing "FR -50 ". Membrane: = Any Johns Manville EPDM or TPO mechanically attached assembly. Class B (EPDM) 1. Deck: C -15/32 Incline: 1/2 Existing Roof System: =Class A or 13 roofing system covered with: Insulation: — Wood fiberboard, 1/2 to 3 in wood fiberboard, over any Classified insulation, any combination, any thickness. Membrane: — "UltraGard White EPDM ", fully adhered, or "UltraGard EPDM .045R or .060R" or "UltraGard .045R FR or .060R FR ", mechanically attached. 2. Deck: C -15/32 Incline: 1/2 Existing Roof System: — Class B mineral or smooth surfaced built -up or modified roofing system, to retain the existing Classfication, is covered with: Slip Sheet: — One or more layers Atlas Roofing "FR -50" or "Elk VersaShield Underayment" or "VersaShield FB -2S:" Membrane: _ "UltraGard EPDM :045R or .060R" or "UltraGard .045R FR or .060R FR" ; mechanically attached. Class B and C (EPDM) 1. Deck: C -15/32 Incline: 1/2 Existing Roof System: — Class B or C roofing system, to retain the existing Classification, is covered with: Slip Sheet: — One or more layers Atlas Roofing "FR -50 ". Membrane: — Any Johns Manville EPDM mechanically attached assembly. ClassC (EPDM) 1. Deck: NC Incline: 1 http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R10167 Roofi ng Systems Page 48M-69 Existing Roof System: — Class A, B or C roofing system; gravel may be removed from gravel built -up system. Insulation: — Owens Corning Specialty & Foam Products "Fan- Fold ", one layer or "Durapink ", 1 in. max, mechanically fastened. Slip Sheet (Optional): — "Manniglas 1200 ". Membrane: " UltraGard EPDM .045R or .060R ", mechanically attached. SINGLE PLY MEMBRANE ROOFING SYSTEMS (PVC) Unless otherwise indicated, insulation is mechanically fastened to the roof deck with metal screws and metal discs: Seams are sealed with "Sealant ". An air /vapor retarder may be added on top of the deck, below the insulation, in any system listed below. Unless otherwise indicated, polystyrene insulation may be used under insulation to taper the roof system; limited to noncombustible decks. "Invinsa Roof Board" may be used over "ENRGY 3 ", or as an acceptable alternate to " ENRGY 3 ", in any of the following noncombustible Classifications: 1/2 in. thick " Invinsa Roof Board" is an acceptable alternate for 1/4 in, thick board for all non - combustible systems. Unless otherwise indicated, "V2" series membrane (PVC) is an acceptable alternate to "SR" series membrane (PVC). The "JM PVC Fleece Backed" membrane in the following classifications may be hot mopped in place or adhered with "JM PVC Bonding Adhesive (Solvent Based)" at 1 gal /sq. The "JM PVC" membrane in the following Classifications may be adhered "JM PVC Bonding Adhesive (Solvent Based) ", "JM PVC Bonding Adhesive (Latex Based) ", "JM PVC Membrane Adhesive (Low VOC) ", "UltraGard PVC Membrane Adhesive (Solvent Based)" or " UltraGard PVC Membrane Adhesive (Water Based) ", at 1 gal /sq. Class A - Ballasted (PVC) 1. Deck: C -15/32 Incline: 2 Insulation: — Polystyrene, polyisocyanurate, polyurethane, kraft -faced glass fiber; perlite, wood fiber, gypsum board, any thickness, laid loosely. Slip Sheet (Optional): — Glass fiber reinforced kraft paper; Membrane: — "SRB -50 ", "SRB -60" or "SRB -80" (PVC), laid loosely: Surfacing: — River bottom stone (1/2 to 2 -1/2 in. diam) at 1000 Ibs /sq min. 2. Deck: C -15/32 Incline: 1 Insulation: — Kraft -faced glass fiber, 1/2 in. min, perlite, 3/4 in. min, polyisocyanurate, polyurethane, perlite /polyisocyanurate composite, perlite /polyurethane composite, any thickness or perlite, 3/4 in. min, over polystyrene or any UL Classified insulation, any thickness. Slip Sheet (Optional): = Glass fiber reinforced kraft paper. Membrane: — "SRB -50 ", "SRB -60" or "SRB -80" (PVC), laid loosely. Surfacing: — River bottom stone (1/2 to 2 -112 in. diam) at 1000 Ibs /sq min. 3. Deck: C -15/32 Incline: 2 Insulation: — Dow Chemical USA "STYROFOAM RM ", "PD ", "SM ", "TG ", "STYRORIB ", min 1 in. (As an alternate, insulation may be applied over the membrane; successive layers installed without attachment to the preceding layer). Slip Sheet: — Dry inorganic glass fiber mat or Lamtec "DN Flameguard ". Membrane: — "SRB -50 ", "SRB -60" or "SRB -80" (PVC), laid loosely. Scrim (Optional /not Classified): — 2 oz /sq yd slip sheet may be applied under and /or over the insulation. Surfacing: — River bottom stone (1/2 to 2 -1/2 in. diam) 1000 Ib /sq, or crushed stone (1/2 to 3/4 in.) at 900 lbs/sq min, or concrete blocks (10 lb/sq ft) spread not more than 1/8 in. apart, or "STYROFOAM" panels surfaced with 3/8 in. (max) concrete mortar (panels to be abutted together). 4. Deck: NC Incline: 2 Slip Sheet (Optional): — Glass fiber reinforced kraft paper. Membrane: — "SRB -50 ", "SRB -60" or "SRB -80" (PVC), laid loosely. Surfacing: — River bottom stone (1/2 to 2 -1/2 in. diam) at 1000 Ibs /sq mi 5. Deck: NC Incline: 2 Insulation: — (Metal roof) Gypsum board, 3/8 in. min, perlite board, 1/2 in. min, cellular, gypsum, vermiculite or perlite concrete and "BASF EPS ", any thickness (uniform thickness or tapered), laid loosely or mechanically fastened. Slip Sheet: — (not Classified) or glass fiber reinforced kraft paper. Membrane: — "SRB -50 ", "SRB -60" or "SRB -80" (PVC), laid loosely. Surfacing: — River bottom stone (1/2 to 2 -1/2 in. diam) at 1000 Ibs /sq min. http : / /database.ul.com /cgi- bin/XYV/ template /LISEXT /1 F RA ME/showpage.htm 1?na me=T ... 6/12/2010 TGFU.R10167 - Roofing Systems Page 49 of 69 6. Deck: NC Incline: 2 Insulation: — OC "Foamular 154, 254 or 404 ", 1 to 8 in. (As an alternate, insulation may be applied over the membrane; successive layers installed without attachment to the preceding layer): Slip Sheet: = Atlas Roofing "FR -50 ". Membrane: — "SR5-50 ", "SRB -60" or "SRB -80" (PVC), laid loosely. Scrim (Optional /not Classified): — When insulation is applied on top of the membrane, 2 oz/sq yd slip sheet may be applied under and /or over the insulation. Surfacing: = Gushed stone, river bottom stone, (1/2 to 2-1/2 in: diam) at 1000 Ibs /sq min or concrete blocks 10 lbs /sq ft min, spaced not more than 1/8 in. apart. 7. Deck: NC Incline: 3 Insulation: — a) Polystyrene, 2 in. max, b) Isocyanurate, any thickness, laid loosely. Membrane: — " "JM PVC "" or " "3M PVC Fleece Backed " ", 40=100 mil (TPA), laid loosely. Surfacing: — River bottom stone (3/4 - 1 -1/2 in. diam) at 1000 Ib /sq or concrete roof pavers. Class B - Ballasted (PVC) 1. Deck: C -15/32 Incline: 3 Slip Sheet (Optional): — Dry glass fiber mat. Membrane: — "SRB -50 ", "SRB -60" or "SRB -80" (PVC), laid loosely. Surfacing: — River bottom stone (1/2 to 2 -1/2 in. diam) at 900 Ibs /sq min. Class A - Fully Adhered (PVC) 1. Deck: C -15/32 Incline: 1/2 Barrier Board (Required For Combustible Deck): — 1/2 in. min thick gypsum board mechanically fastened with insulation fasteners (6 irn. offset of gypsum board joints from plywood deck joints). Insulation: — "ENRGY 3 ", "ISO 3" or "ISO Taper 3 ", Atlas Roofing "ACFoam II" or 3/4 in. min wood fiberboard over EPS. Membrane: _ "FAS -50 ", "FAS -60 ", "FAS -80 ", "SR -50 ", "SR -60 ", "SRM =60 ", "SR-60 Premier" or "SR -80" (PVC), fully adhered with "UltraGard PVC Membrane Adhesive (Solvent - Based) ", 2 gal /sq or "UltraGard PVC Membrane Adhesive (Latex- Based) ", at 2 -1/4 gal /sq. 2. Deck: C =15/32 Incline: 2 Barrier Board: — 1/2 in. min thick gypsum board, mechanically fastened with insulation fasteners. (6 in. offset of gypsum board joints from plywood deck joints. Insulation: — 3/4 in. min wood fiberboard over EPS. Membrane: — "FAS -50 ", "FAS -60 ", "FAS -80 ", "SR -50 ", " SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC), fully adhered to the insulation with "UltraGard PVC Membrane Adhesive (Solvent- Based) ", 2 gal /sq or "UltraGard PVC Membrane Adhesive (Latex = Based) ", at 2= 1/4 gal /sq. 3. Deck: NC Incline: 1/2 Insulation: — "ENRGY 3 ", "ISO 3" or "ISO Taper 3 ", Atlas Roofing " ACFoam II" or 3/4 in. min wood fiberboard over EPS. Membrane: — "FAS-50 ", "FAS -60 ", "FAS -80 ", "SR -50 ", "SR =60 ", "SRM -60 ", "SR -60 Premier ", "SR -80" (PVC), fully adhered with "UltraGard PVC Membrane Adhesive (Solvent - Based) ", 2 gal /sq or "UltraGard PVC Membrane Adhesive (Latex- Based) ", at 2 -1/4 gal /sq. 4. Deck: NC Incline: 1 Insulation (Optional): — Polystyrene or polyisocyanurate, any thickness. Barrier Board: =15/32 in. plywood or 7/16 in. oriented strand board. Membrane: — "FAS =50 ", "FAS -60 ", "FAS -80 ", "SR -50 ", "SR -60 ", "SRM -60 ", "SR =60 Premier" or "SR -80" (PVC) fully adhered with "UltraGard PVC Membrane Adhesive (Solvent- Based) ", 2 gal /sq or "UltraGard PVC Membrane Adhesive (Latex- Based) ", at 2 -1/4 gal /sq. 5. Deleted. 6. Deck: NC Incline: 1 =1/2 Insulation: — "ENRGY 3 ", "ISO 3" or "ISO Taper 3 ", 1 in. min. Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80 ", fully adhered with "UltraGard PVC Membrane Adhesive (Solvent - Based)", 2 gal /sq or "UltraGard PVC Membrane Adhesive (Latex - Based) ", at 2 -1/4 gal /sq. 7. Deleted. 8. Deck: NC Incline: 1 -1/2 http: // database. ul .com /cgi - bin/XYV /tempi ate/LISEXT/ 1 FRAME /showpage.htm l ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 50 of 69 Insulation: — "ENRGY 3 ", "ISO 3" or "ISO Taper 3 ", 1 in: min. Membrane: — "FAS -60" or "FAS -80 ", adhered with "UltraGard PVC Membrane Adhesive (Solvent= Based) ", 2 gal /sq or "UltraGard PVC Membrane Adhesive (Latex- Based) ", at 2 -1/4 gal /sq. 9. Deleted. 10. Deck: NC Incline: 1 -1/2 Insulation: — "ENRGY 3 ", mechanically fastened, any thickness. Membrane: = "SR -50 ", "SR-60", "SRM -60 ", "SR-60 Premier" or "SR -80 ", fully adhered with "UltraGard PVC Membrane Adhesive (Solvent Based) ", 1 ga1/60 sq ft. 11. Deck: NC Indine: 1/2 Membrane: — "SR 50" or "SR 60 ", "SRM -60 ", "SR -60 Premier " (PVC), adhered with "UltraGard PVC Membrane Adhesive (Latei Based) ", 2 -114 gal /sq. 12: Deck: C =15/32 Incline: Unlimited Insulation (Optional): — Any UL Classified (except EPS), any thickness, uniform or tapered. Barrier Board: — G -P Gypsum DensDeck ®, 1/4 in. thick min (butt joints of barrier board must be staggered a min of 6 in. from the deck butt joints; staggered joints not required for noncombustible roof decks). Membrane: _ "SR -50 ", "SR -60 ", "SRM- 60", ' "SR -60 Premier" or "SR -80 ", fully adhered with "UltraGard PVC Membrane Adhesive (Solvent - Based) ", 2 gal /sq: 13. Deck: NC Incline: 1 -1/2 Insulation (Optional): — "ENRGY 3 ", any thickness. Membrane: — "Plus 50 ", "Plus 60 ", "Plus-60M" fully adhered with "UltraGard PVC Membrane Adhesive (Solvent - Based) ", 2 gal /sq. 14. Deck: NC Incline: 2 Insulation: — Johns Manville "ENRGY3 ", any thickness. Membrane: — Johns Manville "SR50 ", "SR60" or "SR80 ", adhered with "3M PVC Bonding Adhesive (Latex Based)" at 1 gal /170 sq ft. 15. Deck: NC Incline: 1 =1/2 Gypsum Board: — 1/2 in., mechanically fastened. Membrane: _ "JM PVC Fleece Backed ", 40 -100 mil (TPA): 16: Deck: NC Incline: 2 Gypsum Board (Optional): — 1/2 in., mechanically fastened. Insulation: — Johns Manville "ENRGY 3 ", Firestone Building Products "Iso 95 +GW" or "Iso 95 +GL ", Apache Building Products "Pyrox White Line ", any thickness. Membrane: — "JM PVC Fleece Backed ", 40 -100 mil (TPA). 17 Deck: 15/32 Incline: 3 -1/2 Insulation (Optional): — Isocyanurate, extruded or expanded polystyrene, any thickness. Barrier Board: — 1/2 in. gypsum wallboard or 1/4 in. G =P Gypsum DensDeck ®. Membrane: — "JM PVC Fleece Backed ", 40 -100 mil (TPA). 18. Deck: NC Incline: 2 Insulation (Optional): — Johns Manville "ENRGY 3 ", Atlas Roofing "ACFoam II ", " ACFoam III ", Rmax "Thermaroof Plus" or "Multi -Max ", any thickness. Membrane: — "JM PVC Fleece Backed ", 40 =100 mil (TPA). 19. Deck: NC (Concrete) Incline: 2 Insulating Concrete (Optional): — Deck covered with one of the following insulating concretes (poured in place): Cellular, vermiculite, perlite, gypsum or structural. Membrane: — "JM PVC Fleece Backed ", 40 -100 mil (TPA). 20. Deck: Structural Cement Fiber Unit Incline: 2 http: // database. ul .com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 51 of 69 Insulation (Optional): — One or more of the following or combinations, any thickness: Johns Manville "ENRGY 3 ", Rmaz "Thermaroof Plus" or "Multi -Max ", Atlas Roofing "ACFoam II ", "ACFoam III ". Membrane: — "JM PVC Fleece Backed ", 40 -100 mil (TPA). 21. Deck: NC Incine: 2 Vapor Retarders (Optional, not UL Classified): _ (1) 6 mil polyethylene, (2) Kraft or (3) Kraft laminate. Insulation: — One or more of the following or combinations, mechanically fastened, any thickness: Rmax "Multi 'Max", Atlas Roofing "ACFoam II ", "ACFoam III', Johns Manville "ENRGY 3 ". Membrane: — "]M PVC Fleece Backed', 40=100 mil (TPA). 22. 1Deck: NC Incline: 2 -1/2 Vapor Barrier (Optional): = Polyethylene or polypropylene, any thickness. Insulation: = Celotex "Hy -Therm AP ", 2 in. thick mak. Membrane: = '7M PVC Fleece lBacked". 40 =100 mil (TPA), 23. Deck: C -15/32 Incline: 2 Barrier Board: — Gypsum wallboard, 1/2 in. min, joints in wallboard offset 6in. with joints in deck. Insulation: — Johns Manville "ENRGY 3 ", Atlas Roofing "ACFoam II ", "ACFoam III ", Rmaz "Thermaroof Plus" or "Multi Max ", any thickness. Membrane: "3M PVC Fleece Backed ", 40 -100 mil (TPA). 24. Deck: NC Incline: 1 Gypsum Board: — 1/2 in., mechanically fastened. Membrane: — "JM PVC ", 40-100 Emil (TPA). 25. Deck: NC Incline: 1 Gypsum Board (Optional): — 1/2 in., mechanically fastened. Insulation: — Johns Manville "ENRGY 3 ", any thickness. Membrane: — "JM PVC ", 40 -100 mil (TPA). 26. Deck: C -15/32 Incline: 1 Insulation (Optional): — Johns Manville "ENRGY 3 ", any thickness. Barrier Board: — 1/2 in. gypsum wallboard or 1/4 in. G -P Gypsum DensDeck®. Joints in wallboard offset 6 in, with joints in deck. Membrane: — "JM PVC", 40 -100 mil (TPA). 27. Deck: NC (Concrete) Incline: 1 Insulating Concrete (Optional): = Deck covered with one of the following insulating concretes (poured in place): Cellular, vermiculite, perlite, gypsum or structural. Membrane: � "JM PVC ", 40-100 mil (TPA). 28. Deck: NC (Structural Cement Fiber Unit) Incline: 1 Insulation (Optional): — Johns Manville "ENRGY 3 ", any thickness. Membrane: — "JM PVC ", 40 -100 mil (TPA). 29. Deck: NC Incline: 4 Insulation: — One of the following or combinations of the following insulations any thickness, polyisocyanurate, polyisocyanurate /peelite composite, polyurethane /perlite composite, perlite, wood fiberboard fiber glass. Barrier Board: — 1/2 in thick min "Retro -Fit Board" or 1/4 in. thick "Inwnsa Roof Board ". Meinbrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR =80" (PVC), fully adhered with "UltraGard PVC Membrane Adhesive (Solvent- Based) ", 2 gal /sq. 30. Deck: C -15/32 Incline: 4 Barrier Board: — 5/8 in. gypsum board (joints staggered a min of 6 in. from the plywood deck joints). Insulation (Optional): — Polyisocyanurate, any thickness. Cover Board: — 1/2 in. thick (min) "Retro -Fit Board" or 1/4 in. thick "Inwnsa Roof Board ". Membrane: = "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC), fully adhered with "UltraGard PVC Membrane Adhesive (Solvent - Based) ", 2 gal /sq. http : / /database.ul.com /cgi - bin/XYV /tempi ate/LISEXT/ 1 FRAME /showpage.htm l ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 52 of 69 31. Deek: NC Incline: 4 Barrier Board (Optional): — 1/2 in. min gypsum board. Insulation (Optional): — Polyisocyanurate, any thickness. Barrier Board: — 1/2 in. thick (min) "Retro -Fit Board" or 1/4 in. thick "Invinsa Roof Board ", Membrane: — "SR -50 ", "SR =60 ", "SRM =60 "; "SR =60 Premie "r" or "SR -80" (PVC), fully adhered with ' "UltrGard PVC Membrane Adhesive (Solvent- Based) ", 2 gal /sq. 32. Deck: NC Incline: 3/4 Insulation (Optional): Any thickness, one or more layers, "Fesco" or "DuraBoard ", "Fesco= Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3 ", mechanically fastened. Base Sheet: — One or more plies' Type G1 "GlasPly IV" or "GlasPly Premier", or Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation ", hot mopped. Membrane: _ "JM PVC Fleece'Backed ", 40 =100 mil (TPA); hot mopped. 33. Deck: NC Incline: 3/4 Insulation (Optional): = Any thickness, one or more layers, "Fesco" or 'DuraBoard ", "Fesco - Foam ", "Fiber Glass Roof Insulation', "ISO 3 ", "ENRGY 3 ", mechanically fastened. Base Sheet: — 1 or more plies "Referenced SBS Base Sheets" (except "DynaLastic 250 ", "DynaLastic 250S" and "DynaWeld Cap 250 "). Membrane: — "JM PVC Fleece Backed ", 40 -100 mil (TPA), hot mopped. 34. Deck: NC Incline: 1/2 Insulation (Optional): — Any thickness, one or more layers, "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3 ", mechanically fastened. Membrane: _ "7M PVC Fleece 'Backed ", 40 =100 mil (TPA). Class B - Fully Adhered (PVC) 1. Deck: NC Incline: 3 Insulation: = Atlas Roofing "ACFoam II" or Apache "White Line ", any thickness. Membrane: — "FAS =50 ", "FAS -60 ", "FAS -80 ", "SR -50 ", "SR =60 ", "SRM =60 ", "SR =60 Premier" or "SR -80" (PVC), fully adhered with "UltraGard PVC Membrane Adhesive (Solvent- Based) ", 2 gal /sq. 2. Deck:' NC Incline: 2 Insulation (Optional): = Any thickness; one or more layers, "Fesco" or "DuraBoard ", "Fesco= Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3 ", mechanically fastened. Membrane: — "JM PVC ", 40 -100 mil (TPA), adhered with "UltraGard PVC Membrane Adhesive (Solvent- Based) ", 2 gal /sq. 3. Deck: NC Incline: Unlimited Insulation: — Polyisocyanurate, any thickness. Barrier Board: — 1/2 in. thick "Retro =Fit Board' or 1/4 in. thick "Invinsa Roof Board ". Membrane: — "SR -50 ", "SR -60 ", "SR -60 Premier" or "SR -80" (PVC), fully adhered with "UltraGard PVC 'Membrane Adhesive (Solvent - Based)", 2 gal /sq. 4. Deck: NC Incline: Unlimited Barrier Board (Optional for noncombustible decks): = 1/2 in, min gypsum board with 6 in. min staggered joints. Insulation (Optional): = Polyisocyanurate, any thickness. Barrier Board: — 1/2 in. thick min' " Retro -Fit Board" or 1/4 in. thick "Invinsa Roof Board ". 'Membrane: — "SR -50 ", "SR =60 ", "SR -60 Premier" or "SR -80" (PVC), fully adhered with "UltraGard PVC Membrane Adhesive (Solvent - Based) ", 2 gal /sq. 5. Deck: NC Incline: 4 Insulation: — "Fesco" or "DuraBoard ", mechanically fastened, 1 =1/2 in. Barrier Board: — "Retro-Fit Board ", 1/2 in thick or 1/4 in. thick "Invinsa Roof Board ". Membrane: — "SR -50 ", "SR -60 ", "SR =60 Premier" or "SR -80" (PVC), fully adhered with "UltraGard PVC Membrane Adhesive (Solvent= Based) ", 2 gal /sq. Class C —Fully Adhered (PVC) http: / /database.ul.com /cgi - bin/XYV /templ ate/L IS'EXT /1 FRAME /showpage.htm I ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 53 of 69 1. Deck: C -15/32 Incline: 1 -1/2 Gypsum Board (Optional): — 1/2 in., mechanically fastened. Insulation: — Johns Manville "ENRGY 3 ", Rmax "Ply I" or "Multi -Max ", Apache Building Products "Pyrox White ", Firestone Building Products "Iso 95 +GL ", Atlas Roofing "ACFoam II ", "ACFOam III ", 1 =1/2 in. thick min. Membrane: — "JM PVC Fleece Backed ", 40 -100 mil (TPA). Class A - Mechanically Fastened (PVC) Unless otherwise indicated, the membrane is mechanically fastened to the deck with one of the following methods: "SFS ", "Disc Cap" or "Johns Manville Pre - Assembled Screw and Plate System" or "Johns Manville Spike" or "Johns Manville Steel, Wood, Concrete Screw" (plastic fasteners) limited to noncombustible decks. The PVC laps are solvent welded or hot air welded and a PVC sealant (not UL Classified) applied to the exposed seam (approximately 1/8 in. wide bead): 1. Deck: NC Incline: 1/2 Slip Sheet (Optional): — Any UL Classified Slip Sheet: Insulation: — (1 in: min) One of the following: A.) Apache /Slip Sheet (optional) — "Pyrox ": B.) Johns Manville /Slip sheet optional (p ) — "ENRGY 3", "ISO 3 ". C.) Rmax /Slip sheet (optional) — "Multi =Max ". D.) Owens Corning "Foamular 150 ", "Foamular 250 ", in combination with Atlas Roofing "FR -10 ". E.) Johns Manville "ISO 3" or "ISO Taper 3" /Slip sheet (optional). Membrane: — "SR =50 ", "SR -60 ", "SRM =60 ", "SR =60 Premier" or "SR -80" (PVC): 2. Deck: C -15/32 Incline: 1/2 Insulatlon: = 1/2 in. gypsum board - (joint staggered a min of 6 in. with the joints in plywood); (optional) Branch River Foam 1.0 pcf EPS - 1/2 in. max. Slip Sheet (Optional when EPS is not used): = Atlas Roofing "FR =50 ". Membrane: _ "SR -50 ", "SR -60 ", "SRM =60 ", "SR =60 Premier" or "SR =80" (PVC). 3. Deleted. 4. Deck: C -15/32 Incline: 1/2 Barrier Board: — 1/2 in. min gypsum board, mechanically fastened (joints in gypsum board are staggered a min of 6 in. from the joints in the plywood). The following insulations may be any thickness: Insulatlon /Slip Sheet: _ A.)Johns Manville "Fiber Glass Roof Insulation" /Atlas Roofing "FR -10 ". B.)Perlite /(optional) Atlas Roofing "FR -10 ": C.) Rmax "Multi -Max" /Atlas Roofing "FR =10 ". D.) Atlas Roofing "ACFoam II" or Johns Manville "ENRGY 1" or "ISO I" /(optional) /Atlas Roofing "FR -10 ": E.) Owens Coming "Foamular 150 ", "Foamular 250" or Dow Chemical "Styrofoam SM" /Atlas Roofing "FR -10 ". F:) Polyisocyanurate (1.0 min) covered by perlite (3/4 in. min) /(optional) Atlas Roofing "FR -10 ", G.) BASF EPS (uniform thickness or tapered), covered with perlite (3/4 in. min) /(optional) Atlas Roofing "FR-10 ", I-I.) ARCO Chemical "ARCOR MB" or "ARCOR FM-1 ", 1.6 in. min. L) Johns Manville "ISO I" /(optional) Atlas Roofing "FR -10 ". http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage:html ?name =T... 6/12/2010 TGFU.R10167 Roofing Systems Page 54 of 69 Membrane: _ "SR -50 "; "SR =60 ", "SRM =60 ", "SR -60 Premier" or "SR -80" (PVC). 5. Deck: NC Incline: 1 Insulation: = Arco Chemical "ARCOR MB" or "ARCOR FM -1 ", 1:6iin. min. Membrane: — "SR -50 ", "SR- 60 ",' "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC). 6. Deck: NC Incline: 1 Insulation: — 'Polystyrene (uniform thickness or tapered), any thickness; covered with perlite, 3/4 in. min. Slip Sheet (Optional): = Atlas Roofing "FR -10", Membrane "SR-50", "SR -60 ", "SRM =60 ", "'SR -60 Premier" of "SR -80" (PVC). 7. Deck: NC Incline: 1 Barrier Board (Optional): = 1/2 in. min gypsum board or 3/4 in. 'perlite, mechanically fastened. Insulation: — Dow Chemical "Styrofoam SM, RM, TG or Grayboard ", 1 in. min. Slip Sheet: Atlas Roofing "FR -10" or 3/4 in. min perlite with no slip sheet. Membrane: — "'SR -50 ", "SR -60 ", "SRM -60 ", "SR-60 .Premier" or "SR -80" (PVC), mechanically fastened. 8. Deck: NC Incline: 1/2 Insulation: _ "ISO 3 ", "ENRGY 3" or Rmax "Multi -Max" (1.0 min) Slip Sheet (Optional): = Any UL Classified. Membrane: — "SR -50 ", "SR =60 ", "SRM =60 ", "SR -60 Premier" or "SR -80" (PVC). 9. Deck: NC Incline: 1 Insulation: — Atlas Roofing "ACFoam II" or "ISO II" (1 in. min), mechanically fastened or hot mopped. Membrane: — "SR -50 ", "SR =60 ", "SRM -60 ", "SR-60 'Premier" or "SR -80" (PVC). 10. Deck: NC Incline: 1 Insulation (Optional): — Polyisocyanurate (1.0 min) Insulation: = Perlite (3/4 in, min) Membrane "SR-507, "SR -60 ", "SRM -60 ", "SR =60 Premier" Of "SR-80" (PVC-). 11. Deck: NC Incline: 1 Insulation (Optional): — Polyisocyanurate, any thickness. Insulation (Optional): = Polystyrene (uniform thickness or tapered), any thickness. Barrier Board: — 3/4 in. min perlite. Slip Sheet (Optional): — Any UL Classified. Membrane: — "'SR -50 ", "SR -60 ", "SRM =60 ", "SR- 60 1Premier" or "SR =80" (PVC). 12. Deck: C -15/32 Incline: 2 Barrier Board: — 5/8 in. gypsum board, mechanically fastened with staggered joints 6 in. min from plywood Joints. Insulation: — Polyisocyanurate followed by 3/4 in. min perlite board. Slipsheet (Optional): — Any UL Classified. Membrane: _ "SR -50 "; "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC): 13. Deck: C-15/32 Incline: 2 Barrier Board: — 1/2 in. gypsum board, joints staggered a min 6 in. from the plywood joints. (Membrane: — "SR -SO ", "SR -60 ", "SRM -60 ", "SR -60 Premier " or "SR -80" (PVC). 14. Deck: NC Incline: 1 Insulation: — Cellular concrete, gypsum concrete, vermiculite concrete, perlite concrete or structural concrete. Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier ", "SR -80 ", "Plus 50 ", "Plus 60" or "Plus -60M" (PVC). 15. Deck: NC Incline: 4 Insulation: — One of the following or combinations of the following insulations any thickness, polyisocyanurate, polyisocyanurate /perlite http : / /database.ul.com /cgi - bin/XYV /tempiate/LISEXT/ 1 FRAME /showpage.htm l ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 55 of 69 composite, polyurethane /perlite composite, perlite, wood fiberboard fiber glass. Barrier Board: — 1/2 in thick min "Retro -Fit Board ", or 1/4 in thick "Invinsa Roof Board ". Membrane: _ "SR -50 ", "SR =60 ", "SRM =60 "; "SR -60 Premier" or "SR -80" (PVC). 16. Deck: NC Incline: 1 Insulation: = Polystyrene, any thickness. Insulation (Optional it slip sheet is used): — Polyisocyanurate; 1 in min thickness. Slip Sheet (Optional if polyisocyanurate is used): — Atlas Roofing "FR -10 ". Membrane: = "SR =50 ", "SR -60 ", "SRM-60 ", "SR -60 Premier" or "SR -80" (PVC), mechanically fastened: 17. Deck: NC Incline: 1 Insulation: — Perlite, 3/4 in. min. Slip Sheet (Optional): — Any UL Classified. Membrane: — "SR-50", "SR -60 ", "SRM -60", "SR -60 Premier" or "SR -80" (PVC). 18. Deck: NC Incline: 1 Insulation (Optional): — Polyisocyanurate, any thickness. Insulation: — Polystyrene, any thickness (uniform or tapered). Insulation (Optional if slip sheet is used): — Polyisocyanurate, 1 in. min thickness. Slip Sheet (Optional if polyisocyanurate is used): = Atlas Roofing "FR =10 ". Membrane: — "SR-50", "SR -60" "SRM -60 ", or "SR -60 Premier ", "SR -80 ", mechanically fastened. 19. Deck: C -15/32 Incline: 4 Barrier Board: — 5/8 in. gypsum board (joints staggered a min of 6 in from the plywood deck joints). Insulation (Optional): — Polyisocyanurate, any thickness. Cover Board: — 1/2 in. thick (min) "Retro -Fit Board ", or 1/4 in. thick "Invinsa Roof Board ". Membrane: _ "SR -50 ", "SR-60", "SRM =60 ", "SR -60 Premier" or "SR -80" (PVC). 20: Deck: Structural Cement -Fiber Unit+ Incline: 1 Insulation: — "ISO I ", Atlas Roofing "ACFoam II" or Rmax "Multi -Max" (1.0 in. min). Slip Sheet (Optional): — Any UL Classified: Membrane: _ "SR =50 ", "SR-60", "SRM =60 "; "SR-60 Premier" or "SR =80" (PVC): +Min 2 in. thick, Classified under Structural Cement -Fiber Units (CIYT) Fire Resistance Directory. 21: Deck: Structural Cement-Fiber Unit+ Incline: 1/2 Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier ", "SR -80 ", "Plus 50 ", "Plus 60" or "Plus-60M" (PVC): +Min 2 in. thick, Classified under Structural Cement -Fiber Units (CIYT) Fire Resistance Directory. 22: Deck: NC Incline: 2 =1/2 Insulation: — Atlas Roofing "ACFoarn II ", "ENRGY 3" or "ISO 3"_1.0 in. min, mechanically fastened Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier ", "SR-SO" (PVC). 23. Deck: NC Incline: 1 Insulation (Optional): • Polyisocyanurate, polyurethane, 1 in. min. Barrier Board: — Wood fiberboard, 1/2 in. min. Slip Sheet (Optional): — Atlas Roofing "FR =10 ". Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC). 24. Deck: C -15/32 Incline: 3 Insulation (Optional): — Polystyrene, glass fiber, perlite, polyurethane, isocyanurate, perlite/isocyanurate or perlite polyurethane composites or Partek "Paroc Baseboard ", any thickness, mechanically fastened. Barrier Board: — Partek " Paroc Capboard ", 3/4 in. min with insulation joints staggered a min of 6 in. from the plywood deck joints (staggered joints not required for noncombustible deck), mechanically fastened. Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80 ", mechanically fastened. http: / /database:ul.eom /cgi - bin/XYV /templ ate/LIS EXT/ 1 FRAME /showpage:htm l ?name °T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 56 of 69 25. Deck: NC Incline: 3 Insulation (Optional): = Polystyrene; glass fiber, perlite, polyurethane, isocyanurate, perlite /isocyanurate or perlite polyurethane composites or Partek' "Paroc Baseboard ", any thickness, mechanically fastened. Barrier Board: = Partek "Paroc Capboard ", 3/4 in. min, mechanically fastened. Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80% mechanically fastened. 26. Deck:. NC Incline: 4 Barrier Board (Optional): = 1/2 in. min gypsum board, Insulation (Optional): = Polyisocyanurate, any thickness. Barrier Board: = 1/2 in. thick (min) "Retro -Fit Board ", or 1/4 in. thick "Invinsa Roof Board ". Membrane: _ "SR =50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or" SR =80" (PVC). 27. Deck: NC Incline: Unlimited Membrane: "Plus -50 ", "Plus -60" or "Plus -60M" (PVC). 28. Deck: C -15/32 Incline: Unlimited Insulation (Optional): — Polyisocyanurate, perlite, glass fiber, urethane, wood fiber, polystyrene, EPS, polyisocyanurate composite, urethane composite, mechanically fastened, any thickness. Barrier Board: — G -P Gypsum DensDeck ®, 1/4 in. thick: Membrane: — One ply "SR -50 ", "SR -60% "SRM -60 ", "SR -60 Premier ", "SR -80', "VT -60" or "VT -80 ". 29. Deck: C -15/32 Incline: 1/2 Slip Sheet: — Two layers Atlas Roofing "FR 50 ". Membrane: — "JM PVC ", "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier ", "SR =80 ", "SRT45" or "SRT60" (PVC). 30. Deck: NC Incline: 2 -1/2 Insulation: _ "ENRGY 3 ", any thickness, mechanically fastened. Membrane: — "SR -50 ", mechanically fastened. 31. Deck :'C -15/ 32 Incline: 3-1/2 Insulation (Optional): — Isocyanurate, extruded or expanded polystyrene, any thickness. Barrier Board: — 1/2 in. gypsum wallboard or 1/4 in. "DensDeck® ". Membrane: —' "JM PVC ", 40 -100 mil (TPA). 32. Deck: NC Incline: 1/4 Insulation: — Polystyrene (1 to 2.5 lb per cu ft), 1 in. min. Slip Sheet: — Atlas Roofing "FR -10 ". Membrane: — "]M PVC ", 40 -100 mil (TPA). 33. Deck: NC (Concrete) Incline: 1 Insulating Concrete (Optional): = Deck covered with one of the following 'insulating concretes (poured in place): Cellular, vermiculite, perlite, gypsum or structural. Membrane: _ "JM PVC ", 40 -100 mil (TPA). 34. Deck: NC Incline: 3 -1/2 Insulation (Optional): — Any UL Classified, any thickness. Barrier Board: — Regular or water resistant wallboard, 1/2 in nom: Membrane : —' "3M PVC ", 40 -100 mil (TPA). 35. Deck: Structural Cement Fiber Unit Incline: 1/4 Insulation: — Polystyrene (1 to 2.5 lb per cu ft), 1 in. min. Slip Sheet: — Atlas Roofing "FR -10" Membrane: — "JM PVC ", 40-100 mil (TPA). http: // database. ul. com /cgi- bin /XYV/ template /LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 57 of 69 36. Deck: NC Incline: 2 Insulation (Optional): = Any thickness, one or more layers, "Fesco" or "DuraBoard ", "Fesco-Foam", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" mechanically fastened. Membrane: — "JM PVC" 40-100 mil (TPA), mechanically fastened. 37. Deck: C -15/32 Incline: 4 Insulation (Optional): = Polyisocyanurate, perlite, glass fiber, urethane, wood fiber, polystyrene, EPS, polyisocyanurate composite, urethane composite, mechanically fastened, any thickness. Barrier Board: = G =P Gypsum Dens= Deckai 1/4 in thick, Membrane: _ "JM PVC" 40=100 roil (TPA), mechanically fastened: 38. Deck: C =15/32 Incline: 3 -1/2 Barrier Board: 5/8 in. gypsum board (Joints staggered a minimum of 6 inches from the plywood deck joints). Insulation (Optional): — Any thickness, one or more layers, "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, mechanically fastened Cover Board: — 1/2 in. thick (min.) "Retro -Fit Board ". Membrane: — "JM PVC" 40 -100 mil (TPA), mechanically fastened: 39. Deck: C -15/32 Incline: 2 -1/2 Insulation (Optional): = Isocyanurate, extruded or expanded polystyrene, any thickness. Barrier Board: — 1/2 in gypsum wallboard or 1/4 in. "DensDeck® ". Membrane: — "3M PVC" 40 - 100 mil (TPA), mechanically fastened. Surfacing: — Open Energy Corp. Field - Assembled Photovoltaic (Solar) Module Systems, Model "SolarSave" SP 480, SP 450 or SP225, heat welded to membrane. 40. Deck: C-15/32 Incline: 1/2 Slip Sheet: — Two layers "VersaShield Underlayment" or "VersaShield FB -25 ". Insulation (Optional): — Any thickness, one or more layers, "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, mechanically fastened. Cover Board (Optional): — 1/2 in. thick "Retro-Fit Board ". Membrane: — "JM PVC" 40.100 mil (TPA), mechanically fastened. 41. Deck: NC Incline: 3/4 Insulation (Optional): = Any thickness, one or more layers, "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3 ", mechanically fastened. Base Sheet: — 1 or more plies "Referenced SBS Base Sheets ". Membrane: — "JM PVC Fleece Backed ", 40 -100 mil (TPA). Class B = Mechanically Fastened (PVC) 1. Deleted: 2. Deck: NC Incline: 2 -1/2 Insulation: — Celotex "Hy -Tec" or "Energy -Lok ", any thickness. Membrane: — "SR -50 ", "SR -60 ", "SR -60 Premier" or "SR -80" (PVC). 3. Deck: C -15/32 Incline: 1/4 Base Sheet: — Two layers Type G2 "GlasBase ", nailed. Slip Sheet: — Atlas Roofing "FR -50 ". Membrane: — "JM PVC ", "SR -50 ", "SR -60 ", "SR -60 Premier" or "SR -80" (PVC). 4. Deck: NC Incline: 3 Barrier Board: — For standing seam steel decks, 2 in. max perlite between the seams. Insulation: — Atlas Roofing "ACFoam II" or "ISO 3 ", any thickness. Membrane: — "SR -50, " "SR -60 ", "SR -60 Premier" or "SR -80" (PVC). 5. Deck: NC Incline: No Limitations http: // database .ul.com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.htmI ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 58 of 69 Insulation: = Polyisocyanurate, any thickness, Barrier Board: = 1/2 in. thick "Retro -Fit Board ", or 1/4 in. thick "Invinsa Roof Board ". Membrane: — "SR -50 ", "SR -60 ", "SR -60 Premier" or "SR-80" (PVC), 6. Deck: C-15/32 Incline: No Limitations Barrier Board (Optional for noncombustible decks): — 1/2 in. min gypsum board with 6 in. min staggered joints. Insulation (Optional): — Polyisocyanurate, any thickness. Barrier Board: — 1/2 in. thick min "Retro =Fit Board ", or 1/4 in. thick "Invinsa Roof Board ". Membrane:— "SR -50 ", "SR -60 ", "SR =60 Premier" or "SR -80" (PVC). 7. Deck: C =15/32 Incline: 1/4 Base Sheet: — Two plies Type G2 "GlasBase ", nailed. Slip Sheet: — Atlas Roofing "FR -50 "; Insulation: — Atlas Roofing "ACFoarrm II ", Celotek "Hy- Tee "; "Hytec II" of-"I0 3" (1.2 in. thick min). Membrane: — "SR -50 ", "SR -60 ", "SR -60 Premier" or "SR-80" (PVC). 8. Deck: NC Incline: 4 Insulation: — "Fesco" or "DuraBoard ", mechanically fastened, 1 -1/2 in. Barrier Board: _ "Retro -Fit Board ", 1/2 in thick., or 1/4 in. thick "Invinsa Roof Board ". Membrane: — "SR -50 ", "SR -60 ", "SR -60 Premier" or "SR -80 ", mechanically fastened. 9. Deck: C -15/32 Incline: 1/2 Slip Sheet: = One or more layers Atlas Roofing "FR50 ": Membrane: — "SR50 ", "SR60 ", "SR -60 Premier" or "SR80" (PVC), or "JM PVC ", 40 -100 Mil (TPA), mechanically fastened; 10. Deleted. 11. Deck: C-15/32 Incline: 1/2 Slip Sheet: — Two layers Atlas Roofing "FR -10 ". Membrane: — "SR -50 ", "SR -60 ", "SR -60 Premier ", "SR -80 ", "SRT45" or "SRT60" (PVC). 12. Deck: C -15/32 Incline: 1/2 Slip Sheet: — One layer Atlas Roofing "FR -50 ". Membrane: — "SR -50 ", "SR -60 ", "SR-60 Premier ", "SR-80", "SRT45" or "SRT60" (PVC). 13. Deleted. 14. Deck: C -15/32 Incline: Unlimited Insulation (Optional): = Polyisocyanurate, perlite, glass fiber, urethane, wood fiber, polystyrene, EPS, polyisocyanurate composite, urethane composite, mechanically fastened, any thickness. Barrier Board: — G -P Gypsum Dens - Deck ®, 1/4 in. thick. Membrane: — "JM PVC ", mechanically fastened. 15. Deck: C -15/32 Incline: 1/2 Insulation: — "Invinsa Roof Board ", 1/2 in. thick. Membrane: — Any Classified TPO, PVC or EPDM membrane, mechanically fastened. Class C - Mechanically Fastened (PVC) 1. Deck: NC Incline: Unlimited Insulation: — Atlas Roofing "ACFoam II ", "ENRGY 3" or "ISO 3 ", mechanically fastened, 1.0 in. min. Membrane: — "SR -50 ", "SR -60 ", "SR -60 Premier" or "SR -80" (PVC). 2. Deck: NC Incline: 1 -1/2 Gypsum Wallboard (Optional): — 1/2 in., mechanically fastened. Insulation /Slip Sheet: — Polystyrene 1 -4 in. thick covered with glass fiber slip sheet. Membrane: — "JM PVC ", 40 -100 mil (TPA). http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.htm 1 ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 59 of 69 3. Deck: C -1 1/2 T & G Incline: 1 Barrier Board: — 3/8 in., min plywood. Membrane: _ "JM PVC ", 40 -100 mil (TPA). Class A, B or C = (PVC) 1. Deck: See Note 1 Incline: See Note 2 Slip Sheet ((ntional): — Any UL Classified: Barrier Board (Optional): = Any UL Classified: Insulation (Optional): Any-Classified Johns Manville insulation; any combination, any thickness: Membrane: — Any Classified Johns Manville PVC membrane, mechanically fastened or fully adhered: Surfacing: — " TopGard 4000" or "TopGard 5000 ", 1' to 3 gal /sq. May be reinforced with fabric (3 oz /sq yd max). 2. Deck: C -15/32 Incline: See Note 3 Insulation (Optional): — Any Classified, any thickness. Barrier Board: — 1/2 or 5 /8 -in. thick United Stated Gypsum Co. SECUROCK'" Roof Board (Type FRX -G), mechanically fastened or fully adhered with all butt joints staggered a minimum of 6 in. from the plywood deck joint. Membrane: — Any Johns Manville PVC system suitable for use with any roof insulation Classified under Roofing Systems (TGFU). 3. Deck: C -15/32 Incline: See Note 4 Base Sheet:— One ply Type G2 mechanically attached. Insulation (Optional): — Any UL Classified, any thickness. Barrier Board: — = 1/4, 3/8, 1/2 or 5/8 in. thick United Stated Gypsum Co. SECUROCKT" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. Membrane: — Any Johns Manville PVC system suitable for use with any roof insulation Classified under Roofing Systems (TGFU). When the Classified roof- covering system consists of single or multiple plies of base /ply sheets with a total minimum glass reinforcement weight of 1.0 Ibs per 100 ft2, the use of the Type G2 base sheet is optional. 4. Deck: C -15/32 Incline: See Note 4 Base Sheet: — One ply Type G2 mechanically attached Barrier Board: — (See Note 5) — 1/4, 3/8, 1/2 or 5/8 in thick United Stated Gypsum Co. SEGUROCK'" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in: from the plywood deck butt joints. Insulation (Optional): — Fiberglass, polyisocyanurate, perlite or wood fiber, any thickness. Membrane: = Any Johns Manville PVC system suitable for use over the types of insulation specified above, Classified under Roofing Systems (TGFU). When the Classified roof - covering system consists of single or multiple plies of base /ply sheets with a total minimum glass reinforcement weight of 1.0 Ibs per 100 ft2, the use of the Type G2 base sheet is optional. 5. Deck: C -15/32 Incline: See Note 4 Insulatlon: — Fiberglass, polyisocyanurate, perlite or wood fiber, (UL Classified, any thickness). Barrier Board: — 1/4, 3/8, 1/2 or 5/8 in. thick United Stated Gypsum Co. SECUROCK'" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. Membrane: — Any Johns Manville PVC system suitable for use with any roof insulation Classified under Roofing Systems (TGFU). 6. Deck: C -15/32 Incline: See Note 6 Barrier Board: — 1/4, 3/8, 1/2 or 5/8 in. thick United Stated Gypsum Co. SECUROCK'" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. Insulation: — Fiberglass, polyisocyanurate, perlite or wood fiber, (UL Classified, any thickness). Membrane: — Any Johns Manville PVC system suitable for use over the types of insulation specified above, Classified under Roofing Systems (TGFU). Note 1: Deck shall be in accordance with Classification established for the slip sheet/barrier board /insulation /membrane roofing system. Note 2: Class (A, B or C) and max incline shall be in accordance with Classification established for the slip sheet /barrier board /insulation /membrane roofing system; but can not exceed 2:12: Note 3: Classification (A, B or C) and incline limited to membrane manufacturer's insulated or non - insulated roofing systems (TGFU) Certifications but incline is not to exceed 1 -in. Note 4: Classification (A, B or C) and incline limited to membrane manufacturer's insulated or non - insulated roofing systems (TGFU) Certifications but incline is not to exceed 3 -in. http: / /database.uLcom /cgi= bin /XYV/ template /LISEXT /I'FRAME /showpage.htm 1 ?name =T:.. 6/12/2010 TGFU.R10167 - Roofing Systems Page 60 of 69 Note 5: The use of a Type G2 base sheet and United Stated Gypsum Co. SECUROCK "" Roof Board (Type FRX =G) as a barrier board directly over the combustible deck permits the use of any Classified Roofing System (TGFU) which otherwise is limited to use over noncombustible deck. When used, the insulation must consist of one of the types specified. Note 6: Classification (A, B or C) and incline limited to membrane manufacturer's insulated roofing systems (TGFU) Certifications but incline is not to exceed 3 -in. 1. Deck: NC MAINTENANCE AND REPAIR SYSTEMS (PVC) Class A Incline: 1/2 Existing Roof System: — Insulated on noninsulated cap sheet, smooth or gravel surfaced (loose gravel may be removed). Barrier Board (Optional): — 1/2 in. thick (min) plywood. Insulation /Slip Sheet: _ (any thickness). A.) Johns Manville "Fiber Glass Roof Insulation" /Atlas Roofing "FR -10 ". B.) Perlite /(optional) Atlas Roofing "FR -10 ". C.) Rmax "Multi =Max" or Johns Manville "ISO I" /Atlas Roofing "FR =10 ". D.) Atlas Roofing "ACF6am II ", or Johns Manville "ISO 3 ", "ISO 3 Taper I" or "ENRGY 3" /(optional) Atlas Roofing "FR -10 ". E.) Owens Coming "Foamular 150 ", " Foamular 250" or Dow Chemical "Styrofoam SM" /Atlas Roofing "FR -10 ". 'F.)'Polyisocyanurate (1.0 in. min) covered by perlite (3/4 in. min) /(optional) Atlas Roofing "FR -10 ". G.) BASF EPS (uniform thickness or tapered), covered with perlite (3/4 in. min) /(optional) Atlas Roofing "FR -10 ". H.) ARCO Chemical "ARCOR MB" or "ARCOR FM -1 ", 1.6 in. min I.) Johns Manville "ISO 3 ", " ENRGY 3" /(optional) Atlas Roofing "FR =10 ". Membrane: — "SR =50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR =80" (PVC). 2. Deck: NC Incline: 3 Existing Roof System: — Insulated or noninsulated cap, sheet smooth or gravel surfaced (loose gravel may be removed). Barrier Board (Optional): — 1/2 in. thick (min) plywood. Insulation: — Atlas Roofing "ACFoam II ", mechanically fastened or "ISO I", any thickness. Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier " or "SR -80 ", (PVC). 3. Deck: C -15/32 Incline: 1 Existing Roof System: — Insulated or noninsulated cap sheet,smooth or gravel surfaced bur (gravel may be removed from noncombustible decks) or PVC roof system, covered with: Barrier Board: — 1/4 in. thick min G -P Gypsum DensDeck®. Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR =60 Premier" or "SR =80 ", (PVC). 4. Deck: C -15/32 Incline: 1 Existing Roof: — Class A BUR covered with: Insulation: — Isocyanurate, 1 in. min, covered with 1/2 in. fiberboard. Membrane: — "JM PVC ", 40 -100 mil (TPA), mechanically fastened. 5. Deck: C= 15/ -32 Incline: 1 Existing Roof: — Class A'BUR covered with: Insulation: — Isocyanurate, 1 in. min, covered with 1/2 in. fiberboard. Membrane: — 3M PVC Fleece Backed ", 40-100 mil (TPA). Class B 1. Deck: C -15/32 Incline: 1 http: // database. uLcom /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name °T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 61 of 69 Existing Roof System: = Insulated or noninsulated cap sheet smooth or gravel surfaced (loose gravel may be removed from noncombustible decks) Class B to retain the existing classification is covered with: Barrier Board: — 1/2 in thick min "Retro -Fit Board ". Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC), mechanically fastened: 2. Deck: C -15/32 Incline: 1 Existing Roof System: — Insulated or noninsulated cap sheet, smooth or gravel surfaced BUR (gravel may be removed from noncombustible decks) or PVC Class B roof system to retain existing classification covered with: Barrier Board: = 1/2 in. thick min "Retro =Fit Board ". Membrane: _ "SR -50 ", "SR -60 ", "SRM =60 ", "SR-60 Premier" or "SR-80" (PVC). Class A, B or C 1. Deck: C -15/32 Incline: 1 Existing Roof System: — Class A, B or C insulated mineral surfaced cap sheet BUR to retain existing Classification when covered with: Membrane: — "Plus -50 ", "Plus -60" or "Plus -60M" (PVC), mechanically fastened. 2. Deck: C -15/32 Incline: 2 Existing Roof System: — Class B or C insulated mineral surfaced cap sheet BUR to retain existing Classification when covered with: Membrane: _ "Plus -50 ", "Plus -60" or "Plus -60M" (PVC). 3. Deleted. 4. Deck: C -15/32 Incline: 1 Existing Roof System: — Class A, B or C insulated (any thickness wood fiber, perlite, polyisocyanurate, urethane or polystyrene with a slip sheet) "S -60" single ply membrane system to retain existing classification, Membrane may be sectioned to various dimensions or completely removed. Polyester Fleece: — One layer 2.5 oz /sq yd (max) polyester fleece. Membrane: — One ply " SR -50 ", "SR -60 ", "SRM =60 ", "SR -60 Premier" or "SR -80" (PVC), mechanically fastened. 5. Deck: C =15/32 Incline: 1 Existing Roof System: = Class A, B or C insulated (any thickness wood fiber, perlite, polyisocyanurate, urethane or polystyrene with a slip sheet) "S -60" single ply membrane system installed over an existing BUR to retain existing classification. Membrane may be sectioned to various dimensions or completely removed. Polyester Fleece: — One layer 2.5 oz /sq yd (Max) polyester fleece. Membrane: = One ply "SR -50 ", "SR-60", "SRM -60 ", "SR -60 Premier" or "SR -80" (PVC), mechanically fastened. 6. Deck: C-15/32 Incline: 1 Existing System: — Class A, B or C built -up system, smooth surface, cap sheet or gravel surfaced, gravel to be maintained at 400 /sq, to retain existing Classification. Insulation: — (Optional) Owens Corning Specialty Products "Foamular ", 1 in. max Slip Sheet: — Altas Roofing "FR10" or "FR11 ": Membrane: — "SR -50 ", "SR -60 ", "SRM -60 ", "SR -80 ", mechanically attached. 7. Deck: C -15/32 Incline: 2 Existing Roof System: — Insulated or noninsulated cap sheet, Class A, B or C system to retain the existing Classification covered with: Membrane: — "JM PVC ", 40 -100 mil (TPA). 8. Deck: C -15/32 Incline: 2 Existing Roof System: — Insulated or noninsulated cap sheet, Class A, B or C system to retain the existing Classification covered with: Membrane: — "JM PVC Fleece Backed ", 40 -100 mil (TPA). 9. Deck: C -15/32 Incline: 3/4 Existing Roof System: — Any Class A, B or C, insulated or uninsulated, Johns Manville Type G3 mineral surfaced cap sheet BUR system or Johns Manville modified bitumen membrane system to retain the existing Classification. Membrane: — "JM PVC Fleece Backed ", 40 -100 mil (TPA), hot mopped. 10. Deck: C -15/32 Incline: 3/4 http:// database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 62 of 69 Existing Roof System: = Any Class A; B or G, insulated or uninsulated, Johns Manville Type G3 mineral surfaced cap sheet 'BUR system or Johns Manville modified bitumen membrane system to retain the existing Classification. Membrane: _ "]M PVC Fleece Backed ", 40 "100 mil (TPA), mechanically attached: SINGLE PLY MEMBRANE ROOFING SYSTEMS (TPO) " Invinsa Roof Board" may be used over "ENRGY 3 ", or as an acceptable alternate to "ENRGY 3 ", in any of the following noncombustible Classifications. 1/2 in. thick "Invinsa Roof Board" is an acceptable alternate for 1/4 in thick board for all non - combustible systems. Unless otherwise indicated; the term "JM TPO" will include: "JM TPO 45 ", "JM TPO 60 ", "JM TPO 72" and "JM TPO 80 ", Unless otherwise indicated, the term "JM TPO FB" will include: "JM TPO FB 100 ", "JM TPO FB 115" and "JM TPO FB 135 ". Class A = Fully Adhered (TPO) 1. Deleted. 2. Deleted. 3. Deleted. 4. Deleted. 5. Deleted. 6. Deleted. 7. Deck: NC Incline: 3 Insulation: (Optional) — One of the following any thickness: 1. "Hunter "H= Shield ", any thickness 2. Atlas Roofing "ACFoam II ", any thickness. Barrier Board: — 1/4 in. G -P Gypsum "DensDeck® ". Membrane: — "]M TPO Heat Welded" or "JM TPO Self Adhered ". 8. Deck: NC Incline: 1/4 Insulation: (Optional) — One of the following any thickness: 1. Polyisocyanurate 2. Perlite 3. Glass fiber Barrier Board: — Wood fiberboard (1/2 in min), Membrane: — "JM TPO Heat Welded" Or "JM TPO Self Adhered ", seam taped seams (.045 mil only). 9. Deck: C -15/32 Incline: 3 Insulation: (Optional) — Any UL Classified Barrier Board: — 1/4 in. min G -P Gypsum DensDeck® with all joints staggered min of 6 in. from the plywood joints. Membrane: — "JM TPO Heat Welded" or "JM TPO Self Adhered ". 10. Deck: C -15/32 Incline: 2 Insulation: (Optional) — Any UL Classified. Barrier Board: — 1/4 in. min G -P Gypsum DensDeck® with all Joints staggered min of 6 in. from the plywood Joints. Membrane: _ "JM TPO Heat Welded ", seam taped. 11. Deck: NC Incline: 1/2 Insulation: — "ENRGY 3 ", wood fiber, glass fiber or perlite; any thickness. Membrane: — "JM TPO -1 ", 45 -80 mil, fully adhered with "JM TPO Membrane Adhesive (Water Based)" at 120 sq. ft. per gal. 12. Deck: NC Incline: 1/4 http : / /database.ul.com /cgi - bin /XYV /tempi ate/LISEXT/ 1 FRAME /showpage.htrn 1 ?name =T... 6/12/2010 TGFU.R10167 = Roofing Systems Page 63 of 69 Insulation: _ "ENRGY 3 ", wood fiber, glass fiber or perlite; any thickness. Membrane: — "3M TPO -1 ", 45 or 60 mil, adhered with "JM TPO -1 Bonding Adhesive (Solvent Based)" at 60 sq. ft. per gal. 13. Deck: C -15/32 Incline: 3/4 Insulation (Optional): — Any UL Classified, any combination, any thickness: Barrier Board: — 1/4 in. min G -P Gypsum DensDeck® with all joints staggered min of 6 in. from the plywood joints, Membrane: — "3M TPO" fully adhered with TACC "FA-141" applied to the membrane and substrate at 60 ft2 /gal in total. 14. Deck: C -15/32 Incline: 3/4 Insulation (Optional): — Any UL Classified, any combination, any thickness, Barrier Board: — 1/4 in. min G -P Gypsum DensDeck® with all joints staggered min of 6 in. from the plywood joints. Membrane: — "JM TPO" fully adhered with "JM TPO Membrane Adhesive (Water Based)" at 120 ft2 /gal. 15. Deck: C -15/32 Incline: 3/4 Insulation (Optional): — Any UL Classified, any combination, any thickness. Barrier Board: = 1/4 in. min G -P Gypsum DensDeck® with all joints staggered min of 6 in. from the plywood joints. 'Membrane: — "3M TPO" fully adhered with "JM TPO Membrane Adhesive (Solvent Based)" applied to the membrane and substrate at 60 ft2 /gal in total. 16. Deck: NC Incline: 1/2 Insulation (Optional): — "ENRGY 3 ", any thickness. Membrane: — "JM TPO" fully adhered with "JM TPO Membrane Adhesive (Water Based)" at 120 ft2 /gal. 17. Deck: NC Incline: 1/2 Insulation (Optional): — "Invinsa Roof Board ", 1/4 in thick; or "Invinsa Roof Board" over "ENRGY 3 ", any thickness. Membrane:— "7M TPO" fully adhered with "JM TPO Membrane Adhesive (Water Based)" at 120 ft2 /gal. 18. Deck: NC Incline: 1/2 Insulation (Optional): — "Invinsa RoofBoard ", 1/4 in: thick; or "Invinsa Roof Board" over "ENRGY 3 "; any thickness. Membrane: _ "3M TPO" fully adhered with "3M TPO Membrane Adhesive (Solvent Based)" applied to the membrane and substrate at 60 ft2 /gal in total. 19. Deck: NC Incline: 1/2 Insulation (Optional): _ "ENRGY 3 ", any thickness. Membrane: — "3M TPO" fully adhered with " 3M TPO Membrane Adhesive (Solvent Based)" applied to the membrane and substrate at 60 ft2 /gal in total, 20. Deck: C -15/32 Incline: 3/4 Insulation (Optional): — Any UL Classified, any combination, any thickness. Barrier Board: — 1/4 in. min G -P Gypsum DensDeck® with all joints staggered min of 6 in. from the plywood joints. Membrane: — "JM TPO" fully adhered with "JM TPO Membrane Adhesive (Low VOC)" applied to the membrane and substrate at 60 ft2 /gal in total. 21. Deck: NC Incline: 1/2 Insulation (Optional): — "ENRGY 3 ", 1/4 in. thick "Invinsa Roof Board ", wood fiber, glass fiber or perlite, any combination, any thickness, Membrane: — "3M TPO FB" fully adhered with "JM TPO Membrane Adhesive (Water Based)" at 120 ft2 /gal. 22. Deck: C -15/32 Incline: 2 Insulation (Optional): — Any UL Classified, any combination, any thickness. Barrier Board: — 1/2 in. min gypsum board or 1/4 in. min G -P Gypsum DensDeck®, with all joints staggered min of 6 in. from the plywood joints. Membrane: — "JM TPO FB" fully adhered with "JM TPO Membrane Adhesive (Water Based)" at 120 ft2 /gal. http: // database. nheom /egi= bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R10167 = Roofing Systems Page 64 of 69 Class B =Fully Adhered (TPO) 1. Deck: NC Incline: 1/4 Insulation: — Atlas Roofing " ACFoam II ", Firestone Building Products "ISO 95 +GL ", any thickness. - :Membrane: _ "JM TPO Heat Welded"; W /seam taped seams. 2. Deck: NC Incline: 1/4 Insulation: — Hunter H- Shield, any thickness. Membrane: — "JM TPO Heat Welded ", w /seam taped seams. 1. Deleted. 2. Deleted. 3. Deleted. 4. Deleted. 5. Deleted. 6. Deleted. 7. Deleted. 8. Deleted. 9. Deleted. 10. Deleted. 11. Deleted. 12. Deleted. 13. Deck: NC Class A - Mechanically Fastened (TPO) Incline: 1/2 Insulation: = One of the following any thickness, 1: Rmax Inc. "Multi -Max FA -3 ". 2: Johns Manville "ENRGY 3 ", 3. Atlas Roofing "ACFoam II ". 4. Hunter Panels "H- Shield ". Membrane: — "JM TPO 45 mil ", JM TPO 60 mil" or "JM TPO 80 mil" 14. Deck: NC Incline: 1/2 Insulation (Optional): — One of the following any thickness. 1.1Pelyisocyanurate 2: Perlite 3: Glass fiber 4. EPS Barrier Board: = Wood fiberboard (1/2 in. min), 1/4 in min G =P Gypsum DensDeck® or 1/2 in. min gypsum board. Membrane: — "JM TPO 45 mil ", JM TPO 60 mil" or "JM TPO 80 mil" 15. Deck: C -15/32 Incline: 2 Insulation (Optional): — One of the following any thickness. 1. Rmax Inc. "Multi-Max FA -3 ". 2. Johns Manville "ENRGY 3 ": http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 65 of 69 3. Atla §'Roofing "ACFoam II 4. Hunter Panels "H= Shield ". Barrier Board: = 1/4 in. 'min G= P- Gypsum DensDeck® with all joints staggered min of 6 in. from the plywood joints. Membrane: — "JM TPO 45 mil ", 3M TPO 60 rail" or "JM TPO 80 mil" 16. Deck: C -15/32 Incline: 1/2 Slip Sheet: — Two layers Atlas Roofing "FR50 ". Membrane: — "JM TPO 45 mil "_ 3M TPO 60 mil" or "JM TPO 80 mil" 17: Deck: C =15/32 Incline: 2 Insulation: — Polyisocyanurate or polystyrene, any thickness: Barrier Board: — 1/2 in. (min) gypsum board or 1/4 in. (min) G -P Gypsum DensDeck®: Membrane: _ "3M TPO 45 mil ", JM TPO 60 mil" or "]M TPO 80 mil" 18. Deck: NC Incline: 1/4 Insulation: = Celotex "HY -THERM AP ", any thickness: Membrane: — "JM TPO 45 mil ", JM TPO 60 mil" or "JM TPO 80 mil" 19. Deck: C- 15/32 Incline: 1/4 Insulation (Optional): — Celotez "HY -THERM AP", any thickness. Barrier Board: = 1/4 in. min G =P Gypsum DensDeck® with all joints staggered min of 6'in. from the plywood joints. Membrane: — "JM TPO 45 Mil", JM TPO 60 mil" or "JM TPO 80 mil" 20. Deck: C -15/32 Incline: 1/2 Slip Sheet: — One layer Atlas Roofing "FR10" or "FR50 ": Insulation: = Atlas Roofing "ACFoarn III ", 1.5 in, min thickness with all joints staggered 6 in. from plywood joints. Membrane: _ "JM TPO 45 mil ", JM TPO 60 mil" or "3M TPO 80 mil" 21. Deck: C -15/32 Incline: 2 Barrier Board: = 1/4 in. min G =P Gypsum DensDeck® with all joints staggered "min of 6 in: from the plywood joints: Membrane: _ "JM TPO 45 mil ", 3M TPO 60 mil" or "JM TPO 80 mil" 22. Deck: C -15/32 Incline: 1/2 Slip Sheet: — Three layers "VersaShield FB -1S ". Insulation (Optional): — Any UL Classified, any thickness (except EPS and wood fiberboard). Membrane: — "3M TPO 45 mil ", 3M TPO 60 mil" or "JM TPO 80 mil" 23. Deck: C'15/32 Incline: 2 Slip Sheet: — Three layers "VersaShield FB -1S ": Membrane: — "JM TPO 45 mil ", -M TPO 60 mil" or "JM TPO 80 mil" 24. Deck: C -15/32 Incline: 1/2 Slip Sheet: — Two layers "VersaShield FB -1S ". Insulation (Optional): — Any UL Classified, any thickness (except EPS and wood fiberboard). Membrane: — "JM TPO 45 mil ", 3M TPO 60 mil" or "JM TPO 80 mil" 25. Deck: C -15/32 Incline: 1/4 Slip Sheet: — Two layers "VersaShield Underlayment" or " VersaShield FB -2S ". Insulation: — Any UL Classified, any thickness (except EPS). Membrane: — "3M TPO 45 mil ", 3M TPO 60 mil" or "JM TPO 80 mil" 26. Deck: NC Incline: 1/2 http: / /database.ul.com /egi- bin /XYV /template/LISEXT /1 FRAME /showpage.html ?name °T..: 6/12/2010 TGFU.R10167 Roofi ng Systems Page 66 of 69 Insulation: — Polystyrene; any thickness Slip Sheet: — Atlas Roofing "FR1O" or "FR50" Membrane: "JM TPO 45 mil ", JM TPO 60 mil" or ' "JM TPO 80 mil" 27: Deck: NC Membrane:— "JM TP0 =1 ", 45 -60 mil. 28. Deck: NC Iodine: 2 -1/2 Incline: 3/4 Insulation: = Atlas Roofing "ACFoam II ", "EnergyGuard RA ",, wood fiber, glass fiber or perlite, any thickness: Membrane: —'3M TP0 =1 ", 80 mil. 29. Deck: NC Incline: 1/2 Insulationl — "ENRGY 3 ", wood fiber, glass fiber or perlite, any thickness. Membrane: — "JM TP0 -1 ", 45 -80 mil. 30. Deck: NC Incline: 3/4 Insulation: — "ENRGY 3 ", wood fiber, glass fiber or perlite, any thickness: Membrane: _ "3M TPO -1 ", 80 mil: 31: Deck: C =15/32 Incline: 2 Insulation ((ntional): — Any UL Classified, any combination, any thickness: Barrier Board: = 1/4 in. min G-P Gypsum DensDeck® with all joints staggered min of 6 in. from the plywood joints. Membrane: — "JM TPO ". 32. Deck: NC Incline: 3/4 Insulation (Optional): _ "ENRGY 3 ", any thickness. Membrane: — "3M TPO ". 33: Deck: NC Incline: 1 Insulation (Optional): _ "Invinsa Roof'Board ", 1 /41in. thick; or "Invinsa Roof Board" over "ENRGY 3", any thickness. Membrane: — "3M TPO ". 34. Deck: NC Incline: 1/2 Insulation (Optional): _ "ENRGY 3 ", 1/4 in. thick "Invinsa Roof Board ", wood fiber, glass fiber or perlite, any combination, any thickness. Membrane: _ "JM TPO FB ". 35. Deck: C -15/32 Incline: 2 Insulation (Optional): — Any UL Classified, any combination, any thickness. Barrier Board: = 1/2 in. min gypsum board or 1/4 in. min G -P Gypsum DensDeck®, with all joints staggered min of 6 in. from the plywood joints. Membrane: — "3M TPO FB ". 1. Deleted. 2. Deleted. 3. Deck: C =15/32 Class B - Mechanically Fastened (TPO) Incline: 1/2 Insulation: — "Invinsa Roof Board ", 1/2 in. thick. Membrane: — Any Classified TPO, PVC or EPDM membrane, mechanically fastened. 4. Deck: C -15/32 Incline: 1/2 http : / /database,O1,com /cgi- bin/XYV/ template /LISEXT /1 FRAME /showpage.html ?name =T.:: 6/12/2010 TGFU.R10167 = Roof fig 'Systems Page 67 of 69 Slip sheet: = One layer Atlas R66fing "FR -50 ". Membrane: — "JM TPO 45 mil ", JM TPO 60 mil" or' "3M TPO 80 mil" 5. Deck: C -15/32 Incline: 1 -1/2 SlipSheet: — One layer' "VersaShield Underlayment" or "VersaShield1FB -2S 'Membrane: — "3M TPO 45 mil ", JM TPO 60 mil" or "JM TPO 80 mil" 6. Deck: INC Membrane: _ "JM TPO -1 ", 45 -60 mil: 7. Deck: C -15/32 Incline: Unlimited Incline: 1/2 Slip Sheet: = One or more ',plies of Atlas Roofing "FR50 ". Membrane: — "JM TPO -1 ", 45 -60 mil. 8. Deck: C -15/32 Incline: 1/2 Slip Sheet: — One or more plies Atlas Roofing "FR '50 ". (Membrane: — "JM TPO -1 ", 45- 801mil: 9. Deck: C-15/32 Incline: 1/2 Slip Sheet: — One or more plies Atlas 'Roofing "FR 10 ". Membrane: _ "JM TPO -1 ", 45 -80 mil. 10. Deck: C -15/32 Incline: 1/2 Base Sheet: = One or more layers of Type G2 "PermaPly 28 "; mechanically fastened. Insulation: — Min. 1 -1/2 in. of "ENRGY 3 ", mechanically fastened. Membrane: — "JM TPO ". Class A; B or C = (TPO) 1. Deck: See Note 1 Incline: See (Note 2 Slip Sheet (Optional): = Any UL'Classified. Barrier Board (Optional): — Any UL Classified. Insulation (Optional): — Any Classified Johns Manville insulation, any combination, any thickness. Membrane: — Any Classified Johns Manville TPO membrane, mechanically fastened or fully adhered. Surfacing: "TopGard 4000" or "TopGard15000 ", 11/2 to 3 gal/sq. May be reinforced with fabric (3 oz/sq yd max): 2. (Deck: C-15/32 Incline: See Note 3 Insulation (Optional): = Any Classified, any thickness: Barrier Board: — 1/2 or 5 /8 -in. thick United Stated Gypsum Co. SECUROCK "^'Roof Board (Type FRX -G), mechanically fastened or fully adhered with all butt joints staggered a minimum of 6 in. from the plywood deck joint. Membrane: = Any Johns'Manville TPO system suitable for use with' any roof insulation Classified under Roofing Systems (TGFU). 3. Deck: C -15/32 Incline: See Note 4 Base Sheet: — One ply Type G2 mechanically attached Insulation (Optional): = Any 'UL Classified, any thickness. Barrier Board: — 1/4, 3/8, 1/2 or 5/8 in. thick United Stated Gypsum Co. SECUROCK "" Roof Board (Type FRX -G) mechanically fastened or fully adhered 'with all'barrier board butt joints staggered a minimum of 6 in:'from the plywood deck butt joints. Membrane: = Any Johns Manville TPO system suitable foe 'Use with any roof insulation Classified under Roofing Systems (TGFU). When the Classified roof- covering system consists of single or multiple plies of base /ply sheets with a total minimum glass reinforcement weight of 1.0 Ibs per 100 ft2, the use of the Type G2 base sheet is optional: 4. Deck: C -15/32 Incline: See Note 4 Base Sheet: — One ply Type G2 'mechanically attached. 'Barrier 'Board: -(See Note 5) — 1/4, 3/8, 1/2 or '5/8 in. thick United Stated 'Gypsum Co. SECUROCK'" Roof Board (Type'FRX -G) mechanically fastened or fully adhered with all barrier board butt Joints'staggered a minimum of 6 in. from the plywood deck butt joints. Insulation (Optional): = Fiberglass, polyisocyanurate, perlite or wood fiber, 'any thickness. http : / /database.ul.eom /egi = bin /XYV /tempi ate/LIS'EXT/ 1 FIRAME /showpage.htm l ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 68 of 69 Membrane: = Any Johns Manville TPO system suitable for use over the types of insulation specified above; Classified under Roofing Systems (TGFU). When the Classified roof - covering system consists of single or multiple plies of base /ply sheets with a total minimum glass reinforcement weight of 1.0 lbs per 100 ft2, the use of the Type G2 base sheet is optional. 5. Deck: C -15/32 Incline: See Note 4 Insuladon: — 'Fiberglass, polyisocyanurate, perlite or wood fiber, (UL Classified, any thickness). Barrier Board: — 1/4, 3/8, 1/2 or 5/8 in. thick United Stated Gypsum Co. SECUROCK'" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in: from the plywood deck butt joints. Membrane: — Any Johns Manville TPO system suitable for use with any roof insulation Classified under Roofing Systems (TGFU). Membrane : —_Any Johns Manville TPO system suitable for use over the types of insulation specified above, Classified under Roofing Systems (TGFU). When the Classified roof - covering system consists of single or multiple plies of base /ply sheets with a total minimum Is reinforcement Weight of 1.0 ibs per 100 ft2, the 'use of the Type 'G2 base sheet ophone'. 6. Deck: C -15/32 Incline: See Note 6 Barrier Board: — 1/4, 3/8, 1/2 or 5/8 in. thick United Stated Gypsum Co. SECUROCK'" Roof Board (Type FRX -G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in. from the plywood deck butt joints. Insulation: — Fiberglass, polyisocyanurate, ,perlite or wood fiber, (UL Classified, any thickness). Membrane: — Any Johns Manville TPO system suitable for use over the types of insulation specified above, Classified under Roofing Systems (TGFU). Note 1: Deck shall be in accordance with Classification established for the slip sheet/barner board /insulation /membrane roofing system. Note 2: Class (A.13 or C) and max incline shall be in accordance with Classification established for the slip sheet /barrier board /insulation /membrane roofing system, but cannot exceed 2:12. Note 3: Classification (A, 8 or C) and incline Iimited to membrane manufacturer's insulated or non - insulated roofing systems (TGFU) Certifications but incline'is not to exceed 1 -in. Note 4: Classification (A, B or C) and incline limited to membrane manufacturer's insulated or non - insulated roofing systems (TGFU) Certifications but incline is not to exceed 3 -in. Note 5: The use of a Type G2 base sheet and United Stated Gypsum Co. SECUROCK'" Roof Board (Type FRX -G) as a barrier board directly over the combustible deck permits the use of any Classified Roofing System (TGFU) which otherwise is limited to use over noncombustible deck. When used, the insulation must consist of one of the types specified. Note 6: Class f cation (A, B or C) and incline limited to membrane manufacturer's insulated goofing systems (TGFU) Certifications but incline is 'not to exceed 3 -in. 1. Deleted. 2. Deleted. 3. Deleted. 4. Deleted. 5. Deck: C -15/32 MAINTENANCE AND REPAIR SYSTEMS (TPO) Class A (TPO) Incline: 1/4 Existing Roof: — Class A smooth or gravel surfaced (gravel maintained at 400 Ibs /sq.) b -u -r covered with: Insulation: — One layer of one of the following: 1. Owens Corning Specialty & Foam Products "FanFold ", "Durapink FA ", "Durapink" or "Durapink Plus ", 1 in. max thickness. 2. Tenneco Building Products "AMOCOR ®" PB6, PB6W, PG38, PG39, 1/2 in. max thickness. 3. Dow Chemical "Styrofoam Recovermate ® ", 1/2 in. max thickness. Membrane: — "JM TPO 45 mil ", JM TPO 60 mil" or "JM TPO 80 mil" 6. Deck: C -15/32 Incline: 1/2 Existing Roof System: — Class A insulated or uninsulated'BUR system surfaced with a cap sheet or smooth surface with or without roof coating covered with: Insulation (Optional): — Any Listed polyisocyanurate, any thickness. Base /ply or Cap Sheet (Optional): — Type Gi, G2 or G3, 'mechanically fastened or hot mopped in place. Membrane: — "JM TPO 45 mil ", JM TPO 60 mil" or "JM TPO 80 mil" http: / /database.ul.com /cgi - bin/XYV /tempi ate/L ISEXT/ 1 FRA ME /showpage.htmi ?name =T... 6/12/2010 TGFU.R10167 - Roofing Systems Page 69 of 69 7: Deck: C -15/32 Incline: 1/4 Existing Roof System: — Class A gravel maintained at onginal coverage rate covered with: Insulation: — 1/2 in. (min.) wood fiberboard. Membrane: — "]M TPO -1 ", (45 or 80 mil) fully adhered with "]M TPO Membrane Adhesive (Water Based)" applied at 120 sq ft per gal, or the membrane may be mechanically fastened: 8. Deck: C- 15/32 Incline: 1/4 1. Deck: NC Existing Roof: = Class A smooth or gravel surfaced (gravel maintained at 400 Ibs /sq.) BUR covered with: Insulation: _ "Invinsa Roof Board ", 1/4 in: thick, over any UL Classified insulation, any combination; any thickness: Membrane: — "JM TPO -1 ", (45 or 60 mil). FLUID APPLIED COATING SYSTEMS Class A = Ballasted Incline: 2 Coating: — "SeamFree ", applied at 3 -3/4 gal /sq. Surfacing: — Gravel or slag, at 400 lb/sq. lit Updated on 2010 -05 -20 Ouestions? Print this page Notice of Disclaimer Page Too Copyright © 2010 - Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so 'identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and /or Listings (files) must be presented in their entirety and in a :non- misleading manner, without any manipulation of the data (or drawings): 2: The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." &lust appear adjacent to the extracted material: In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2010 Underwriters Laboratories Inc.p" An independent organization working for a safer world with integrity, precision and knowledge. http : / /database.ul.corn /cgi- bin /XYV /template/LISEXT /1 FRAME /showpage.htrnl ?name =T... 6/12/2010 Product Data Sheet Edition: 8/2009 Version no:: 0008 FELE COPY Sarnafil S327 EnergySmart Roof® Membrane Ell PPMif»Pff Composition: REVIEWED FOR CODE RRPLIANCE APPROVED JUN 2 4 2010 CftyotTuy BUILDING DIVISION The Sarnafil S327 EnergySmart Roo membrane by Sika Sarnafil is the first and only commercial single -ply membrane to be labeled under the Environmental Protection Agency's ENERGY STAR® program that can demonstrate more than 40 years of formulation consistency and history. The S327 EnergySmart Roof membrane is a heat - weldable membrane for- mulated for direct exposure to the weather and is produced with an integral polyester scam reinforcement for high strength. The S327 EnergySmart Roof membrane is used within the Samafil Express, Samafast® and Engineered mechanically- attached Systems. The S327 EnergySmart Roof membrane is produced in a variety of lengths and in two standard widths of 5 ft. (1.5 meters) 5S327, and 10 ft. (3 meters) ioS327. The S327 EnergySmart Roof membrane is a high - quality product contain- ing ultraviolet light stabilizers, flame retardant, and reinforcement. The S327 EnergySmart Roof membrane has a unique lacquer coating applied to the top of the membrane to minimize staining from airborne dirt and pollutants. The color of the weathering surface of the S327 EnergySmart Roof mem- brane is bright white and the underside color is dark gray. The manufacturing process causes The S327 EnergySmart Roof mem- brane to have no built -in stress at time of production and to have a fully -en- capsulated reinforcement with no risk of delarnination or water - wicking. The S327 EnergySmart Roof membrane is thicker than many competitive prod- ucts which can improve weldability and service life. The EnergySmart S327 Roof membrane is available in the following thicknesses: 48 mil (1.2 mm), 60 mil (1.5 mm), 72 mil (1.8 mm), and 80 mil (2.0 mm). S327 EnergySmart Roof membrane has a unique configuration of the scrim reinforcement for high tearing strength, especially important for the Sarnafast seam - attached system. Installation: The S327 EnergySmart Roof membrane rolls are wrapped in a protective film and strapped to a wood pallet. Individual rolls weigh between 312 - 519 Ibs for full rolls and 156 - 260 Ibs for half rolls, depending on thickness of membrane. The S327 EnergySmart Roof membrane is installed by a Sika Sarnafil Authorized Applicator. The S327 EnergySmart Roof membrane is rolled out onto the insulation board or acceptable substrate, fastened to the roof deck with Sarnafasteners and Sarnarail, Sarnadiscs or Sarnabar and heat - welded together by trained operators using Sika Samafil's hot -air welding Duo - is3 RECEIVED JUN 15 2010 PERMIT CENTER ar- i® - • Availability: The S327 EnergySmart is available directly from Sika Samafil Authorized Applicators. Contact your Sika Sarnafil Regional Office or visit our website for further information. Warranty: Upon successful completion of the installed roof by the Sika Samafil Autho- rized Applicator, Sika Samafil can provide a Warranty to the Building Owner via the Authorized Applicator. Maintenance: The S327 EnergySmart Roof membrane requires no maintenance. As a prudent preventative measure, Sika Samafil recommends that the Owner or that the Owner's designated representative inspect the installed roof system for damage, plugged drains, weathered sealants, etc. at least twice a year and after each storm. Technical: Sika Samafil Provides technical support. Technical staff is available to advise Applicators as to the correct installation methods of the S327 Ener- gySmart Roof membrane. Technical Data (as manufactured): Parameters The typical initial reflectivity, emissivity and solar reflective index figures for the Samafil S327 EnergySmart Roof membrane were measured by Law- rence Berkley National Laboratory. Reinforcing Material Overall Thickness(1) Thickness Above Scrim Breaking Strength, min:; Ibf /in. (KN /m) Elongation at Break, min. Machine Direction Cross Direction Seam Strength(2), min., (% of breaking strength) Retention of Properties After Heat Aging Tensile Strength, min., (% of original) Elongation, min., (% of original) Tearing Strength, min., Ibf (N) Low Temperature Bend; -40 °F (-40 °C) Accelerated Weathering Test (Florescent Light, UV exposure) Cracking (7x magnification) Discoloration (by observation) Crazing (7x magnification) Linear Dimensional Change Weight Change After Immersion in Water Static Puncture Resistance, 33 Ibf (15 kg) Dynamic Puncture Resistance, 14.7 ft -Ibf (20 J) Initial Solar Reflectance Emissivity Solar Reflective Index (SRI) Recycled Content (10' sheet only) ENERGY STAR ASTM Typical ASTM D-4434 Spec. Physical Test Method Requirement Properties — Polyester D751 0.045 (1.14) (see note 1) 0.023 (avg.) D751 200 (35.0) 230 (40.0) D751 15% 25% 15% 25% D751 75 85 D3045 — D751 90 95 D751 90 90 D1004 45.0 (200) 45.0 (200) D2136 Pass Pass G154 5,000 Hours 10,000 Hours — None None — Negligible Negligible -- None None D1204 0.5% max. 0.1% D570 ± 3.0% max. 2.5% D5602 Pass Pass D5635 Pass Pass E903 -- 0.83 E408, C1371, Other -- 0.90 E1980 -- 104 8% to 12% Pre- Consumer / 1% Post Consumer As an ENERGY STAR® Partner, Sika Samafil Inc. has determined that this product meets the ENERGY STAR® guidelines for energy efficiency on both low -slope and steep -slope construction. (1)Typical Physical Properties data is applicable for 0.048 in. (1.2 mm) membrane thickness and C R greater. (2)Failure occurs through membrane rupture not seam failure. Corporate Office Sika Sarnafil A Division of Sika Corporation 100 Dan Road Canton, MA 02021 Tel.: (781) 828 -5400 1- 800 - 451 -2504 Fax: (781) 828 -5365 Web: www.sikacorp.com Email: webmaster.samafil @us.sika.com "S7" ,C11. Canada Office Sika Sarnafil A Business Unit of Sika Canada 6820 Davand Drive Mississauga, ON L5T 1J5 Tel,: (905) 670 =2222 1- 800 - 268 -0479 Fax: (905) 670 -5278 Web: www.sika.ca Disclaimer: The information, and, in particular, the recommendation relating to the application and end -use of Sika Samafil products, are given in good faith based on Sika Samafil's current knowledge and experience of the products when properly stored, handled and applied under normal conditions in accordance with Sika Samafil recommendations. In practice, the differences in materials, substrates and actual site conditions are such that no war- ranty in respect of merchantability of fitness for a particular purpose, nor any liability arising out of any legal relationship whatsoever, may be inferred from this information. The user of the product must determine the product's suitability for the intended application and purpose. Sika Samafil reserves the right to change the properties of its products. The proprietary rights of third parties must be observed. All orders are accepted subject to our current terms of sale and delivery. Users must always refer to the most recent issue of the local Product Data Sheet for the product concemed, copies of which will be supplied on request. TGFU.R8992 - Roofing Systems r .. .��- ?. rr�!_�m{.a;.u�1 •�` .++: , :y...:�.; J'A •'"f• ti:•'i i ?-i �w9F: b•.7:;7: +.t�hi4i%.4e.g7+.tle44 .2 OCD Home Quick Guide Contact Us UL. AN ONLINE CERTIFICATIONS DIRECTORY com FILE COPY TGFU.R8992 Roofing Systems Page Bottom See General Information for Roofing Systems SIKA SARNAFIL INC CANTON COMMERCE CENTER 100 DAN RD CANTON, MA 02021 USA 1. Deck: NC Roofing Systems ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A Incline: 3 CO REVIEWED FOR R8992 COMPLIANCE APPROVED JUN 2 4 2010 v ot Tukwila BUILDING DIVISION Insulation: — " Sarnatherm I ", uniform thickness or tapered foamed plastic, 8.2 in. max, or Johns Manville "Barrier Board Plus, Pius -A, -D or -M ", uniform thickness or tapered composite, 1.5 to 4.1 in., with "Samatherm I" or "Sarnatherm II ", uniform thickness or tapered, 8.2 in. max, mechanically fastened or hot mopped. Ply Sheets: — Four layers Type 15 perforated asphalt organic felt, hot mopped. Surfacing: — Gravel or slag. 1. Deck: NC MAINTENANCE AND REPAIR SYSTEMS Class A, B, C Incline: 3/4 Existing Roof System: — Class A, B or C (gravel may be removed) to retain the existing Classification covered with: Insulation: — " Sarnatherm I" (tapered or uniform thickness), mechanically fastened. Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt" or "G410 -24" (PVC), secured with "Sarnacol 2170" adhesive at 1 -1/2 gal /sq., "S327" mechanically fastened. 2. Deleted. 3. Deck: C -15/32 Incline: 2 Existing Roof System: — Insulated or noninsulated cap sheet, Class A, B or C system to retain the existing Classification is covered with: Insulation (Optional): — One of the following, any thickness: ' ECEI V �/ ED •1 !y� 2 • } • .i .1 I� a. Perlite JUN 15 2010 b. Fiberboard PERM�T CENTER U 6�LS fps i,�'�r .�tl �� a •�R'�; _a'rl,'ti�,••,.`'1.• `i' !•' "♦ ^, •," •'i�'• }�i,• ',� r... r.. �'� 'r,�•v �•._� �L � art`• ."..k7s:e.g7, 1:7e. .'�,,. i�.�rr!wy�S •, r�r:'Jf.Y':.� *.��, .wp.•,i. 7� .`+C'. .� c .yir`^..�r�� �j•v.. http: / /database.ul.com/cgi- bin /)YV /template /LIS... ion= versionless& parent_id= 1073993597&sequence =1 (1 of 22) [2/10/2009 4:50:51 PM] TGFU.R8992 - Roofing Systems c. Rmax Multi -Max or 'Thermaroof Plus" d. Firestone "Iso 95 +GL ", "Iso 95 +GW" e. Apache Products "Apache Pyrox ", "Apache White Line" or "Apache Tapered Pyrox" f. Johns Manville "ISO 1" g. "Sarnatherm I" or "Sarnatherm II" h. Atlas Roofing "ACFoam II" i. "Sarnatherm a" j. "Sarnatherm Perlite Composite ", "Tapered Samatherm Perlite Composite ", "Sarnatherm Woodfiber Composite ", "Tapered Sarnatherm Woodfiber Composite" or "Sarnatherm Nailboard" Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410- 20 /Felt ", "G410 -24 ", "S327 ", "5327 /Felt ", "S327 -14 ", "S327 -14 /Felt ", "S327 -15 ", "S327 -18 ", "S327 -18 /Felt ", "S327 -20 ", "S327 -20 /Felt ", "5327 -24" (PVC). 4. Deck: C -15/32 Incline: 2 Existing Roof System: — Insulated or noninsulated cap sheet, Class A, B or C System to retain the existing Classification is covered with: Insulation (Optional): — One of the following, any thickness: a. Perlite b. Fiberboard c. Rmax Multi -Max or 'Thermaroof Plus" d. Firestone "Iso 95 +GL ", "Iso 95 +GW" e. Apache Products "Apache Pyrox ", "Apache White Line" or "Apache Tapered Pyrox" f. Johns Manville "ISO 1" g. "Sarnatherm I "or "Samatherm II" h. Atlas Roofing "ACFoam II" i. "Sarnatherm a" j. "Sarnatherm Perlite Composite ", 'Tapered Samatherm Perlite Composite ", "Sarnatherm Woodfiber Composite ", "Tapered Sarnatherm Woodfiber Composite" or "Samatherm Nailboard" Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt" or "G410 -24" (PVC), fully adhered with "Sarnacol 2170" adhesive at 1.5 to 2.5 gal /sq, "Sarnacol V949" at 1.5 to 2.5 gal /sq or "Sarnacol 2121" adhesive at 1.75 gal /sq., "S327" mechanically fastened. 5. Deck: C -15/32 Incline: 2 Existing Roof System: — Insulated or noninsulated combination hot and cold Class A, B or C system to retain the existing Classification is covered with: Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt" or "G410 -24" (PVC), fully adhered with "Sarnacol 2170" adhesive at 1.5 to 2.5 gal/ per sq., "S327" mechanically fastened. R ,_.'z ). •.: .. . .. •�a.:�a (w+ti :vyrr" itlM Sl �.l. .. .1 Z • '•!1. • Fdtp : / /database.ul.corn/cgi- bin/xyV /template /LIS... ion= versionless& parent _id= 1073993597&sequence =1 (2 of 22) [2/10/2009 4:50:51 PM] TGFU.R8992 - Roofing Systems . . ....L • •• . ...1. '.C•'. . . _ :: ji:`.:r.._ .. :. ;1 :'r•. r::_.ti'.:lsy�:.� u:t'.: •.fl'.•• r", !_' ... . r .. t' r • 6. Deck: C -15/32 ? Incline: 1/2 Existing Roof System: — Class A gravel surfaced B -U -R (gravel to remain intact). Insulation: — Polystyrene /perlite or polystyrene /wood fiber (perlite 3/4 in. min thickness or 1/2 in min USG Interiors "Micore ML 180 ", Hubert wood fiber, Georgia- Pacific Sturdi -top or Wood Fiber Industries "Structodeck ", Celotex wood fiber, Temple - Inland "Fiber Base" or other wood fiber at 1 in. min thickness). The polystyrene is to be 3 in. max thickness. Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt ", "G410 -24" (PVC), fully adhered with "Sarnacol 2170" adhesive at 1.5 to 2.5 gal /sq, "Sarnacol 2121" adhesive at 1.75 gal /sq or "5327 ", "5327 /Felt ", "S327 -14 ", "S327 -14 /felt ", "5327 -15 "„ "5327 -15 /Felt ", "S327 -18 ", "S327 -20 ", "S327 -24" (PVC), mechanically fastened. 7. Deck: C -15/32 Incline: 1/2 Existing Roof System: — Class A gravel surfaced B -U -R (gravel to remain intact). Insulation: — One of the following, any thickness: a. Perlite b. Fiberboard c. Rmax Multi -Max or "Thermaroof Plus" d. Firestone "Iso 95 +GL ", "Iso 95 +GW" e. Apache Products "Apache Pyrox", "Apache White Line" or "Apache Tapered Pyrox" f. Johns Manville "ISO 1" g. "Sarnatherm I "or "Samatherm II" h. Atlas Roofing "ACFoam II" i. "Sarnatherm a" j. "Sarnatherm Perlite Composite ", "Tapered Samatherm Perlite Composite ", "Sarnatherm Woodfiber Composite ", "Tapered Sarnatherm Woodfiber Composite" or " Samatherm Nailboard" Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt" or "G410 -24" (PVC), fully adhered with "Sarnacol 2170" adhesive at 1.5 to 2.5 gal /sq, "Sarnacol 2121" adhesive at 1.75 gal /sq or "S327 ", "S327 /Felt ", "5327 -14 ", "S327 -14 /Felt ", "5327 -15 ", "S327 -15 /Felt ", "5327 -18 ", "S327 -20" or "5327 -24" (PVC), mechanically fastened. 8. Deck: C -15/32 Incline: 1 -1/2 Existing Roof System: — Insulated or noninsulated cap sheet, Class A, B or C system to retain the existing Classification is covered with: Insulation (Optional): — One of the following, any thickness: Celotex - "Top RII ", "Hy -Tec ", "Hy -Tec II" or "Hy -Therm AP ". Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410- 20 /Felt ", "G410 -24 ", "S327 ", "S327 /Felt ", "S327 -14 ", "S327 -14 /Felt ", "S327 -15 ", "5327 -18 ", "S327 -18 /Felt ", "S327 -20 ", "5327 -20 /Felt ", "S327 -24" (PVC) . 9. Deck: C -15/32 Incline: 1 -1/2 Existing Roof System: — Insulated or noninsulated cap sheet, Class A, B or C System to retain the existing Classification is covered with: Insulation (Optional): — One of the following, any thickness: • • • r, r t T�, 7 �; '.-• - '..,'"?.•'":7`,7, � y 1 i ° '.4F.#`' y:. , e.�- i. _ e • �crr p _^P..•c. wn;. .'�. f a`aay�� .I 7. 1yr 4t4 ;e j•.r::.i... �7tr.••; �:° �iir.� •a' !A't if a. ..1.. pi's.. r i.� a LSL•.i. r .... .Y •`. , _5,.1 a http: // database.ul.com/cgi- bin /xwV /template /LIS... ion= versionless& parent _id= 1073993597&sequence =1 (3 of 22) [2/10/2009 4:50:51 PM] TGFU.R8992 - Roofing Systems ' Celotex "Top RII ", "Hy -Tec ", "Hy -Tec II" or "Hy -Therm AP ". Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt" or "G410 -24" (PVC), fully adhered with "Sarnacol 2170" adhesive at 1.5 to 2.5 gal /sq or "Sarnacol 2121" adhesive at 1.75 gal /sq., "S327" mechanically fastened. 10. Deck: C -15/32 Incline: 1/4 Existing Roof System: — Class A gravel surfaced B -U -R (gravel to remain intact). Insulation: — One of the following, any thickness: Celotex "Top RII ", "Hy- Tec ", "Hy -Tec II" or "Hy -Therm AP ". Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt ", "G410 -24" (PVC), fully adhered with "Sarnacol 2170" adhesive at 1.5 to 2.5 gal /sq or "Sarnacol 2121" adhesive at 1.75 gal /sq., "S327" mechanically fastened. 11. Deck: C -15/32 Incline: 1 -1/2 Existing Roof System: — Insulated or noninsulated cap sheet, Class A, B or C system to retain the existing Classification is covered with: Insulation (Optional): — One of the following, any thickness: "Sarnatherm ", "Tapered Samatherm ", "Sarnatherm Perlite Composite ", "Tapered Sarnatherm Perlite Composite ", "Sarnatherm Woodfiber Composite ", "Tapered Sarnatherm Woodfiber Composite" or "Sarnatherm Nailboard ". Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410- 20 /Felt ", "G410 -24 ", "S327 ", "S327 /Felt ", "S327 -14 ", "S327 -14 /Felt ", "S327 -15 ", "5327 -18 ", "S327 -18 /Felt ", "S327 -20 ", "S327 -20 /Felt ", "5327 -24" (PVC). 12. Deck: C -15/32 Incline: 1 -1/2 Existing Roof System: — Insulated or noninsulated cap sheet, Class A, B or C System to retain the existing Classification is covered with: Insulation (Optional): — One of the following, any thickness: "Sarnatherm ", "Tapered Samatherm ", "Sarnatherm Perlite Composite ", "Tapered Sarnatherm Perlite Composite ", "Sarnatherm Woodfiber Composite ", "Tapered Sarnatherm Woodfiber Composite" or "Sarnatherm Nailboard ". Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt" or "G410 -24" (PVC), fully adhered with "Sarnacol 2170" adhesive at 1.5 to 2.5 gal /sq, "Sarnacol V949" at 1.5 to 2.5 gal /sq or "Sarnacol 2121" adhesive at 1.75 gal /sq., "S327" mechanically fastened. Class B 1. Deck: C -15/32 Incline: 2 Existing Class B Roof System — as follows to retain the existing Classification: Insulation (Optional): — One or more layers glass fiber, polyisocyanurate, perlite /polyisocyanurate composite polyurethane or perlite /polyurethane composite, 6.5 in. max. Ply Sheet: — Three layers Type G1 GAF " Gafglas Ply 4" or "Gafglas Ply 3 ", hot mopped. Surfacing: — Grundy "Fibered Aluminum Coating" 1 -1/2 gal /sq. covered with: Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410- 24", "5327 ", "S327 /Felt ", "S327 -14 ", "S327 -14 /Felt ", "S327 -15 ", "5327 -18 ", "S327 -18 /Felt ", "S327 -20 ", "S327 -20 /Felt" or "S327 -24" (PVC). 2. Deck: C1 -1/2 TG Incline: No Limitations Existing Roof: — Class A shingles Barrier Board: — 3/8 in. min gypsum board, mechanically fastened. Membrane: — 5327 (PVC). SINGLE PLY MEMBRANE SYSTEMS All PVC seams are hot air welded. http: / /database.ul.mm/cgi -bin/M /template /LIS... ion= versionless& parent_id= 1073993597&sequence =1 (4 of 22) [2/10/2009 4:50:51 PM] ii T .• J 'r• 0.1 TGFU.R8992 - Roofing Systems '. :: ' : �,..:. •: 2 ='i ....• ::J ",',SIe.:..: . , :.. :.:: r r c iz:.f �r�'> ? �cm::� ; i '��id i:� 9G: ' For NC decks, insulation shall be mechanically fastened, adhered with "Sarnacol LR 2001" adhesive at approx. 175 ft2 per gal. or adhered with hot asphalt. The following classified membranes may be produced in thicknesses of 45 mils to 96 mils for the G410, G442, 5327 membrane families, and in thicknesses of 45 mils to 120 mils for G476. The following are alternate designations for Sarnafil membranes: 1. "G410 " 2. "G410 -Felt " 3. "S327 " 4. "S327 -15" 5. "G410 -15" 6. "5327 /Felt" 7. "G476 -12 ", "G476 -15" or "G476 -20" 8. "G476 -24" or "G476 -30" 9. "G476 -12 /Felt ", "G476 -15 /Felt" or "G476 -20 /Felt ". 10. "G410 -18" 11. "G410 -20" 12. "G410 -24" 13. "S327 -18" 14. "S327 -20" 15. "S327 -24" 16. "G410 -18 /Felt" 17. "G410 -20 /Felt" 18. "S327 -18 /Felt" 19. "S327 -20 /Felt" 20. "G410 -14" (Sarnafil colors). 21. "G410 -14 /Felt" (Sarnafil colors). 22. "S327 -14 ", "S327L -14 ", "5327 -14E" or "S327 -14EL" (Samafil colors). 23. "S327 -14 /Felt" (Sarnafil colors). 24. "S327 -15 /Felt" 25. "G410 -15 /Felt" 26. "TG66 -12 ", 'TG66 -15" or "TG66 -18" =.1774 .•rl�,, 7.:"�- +•�'?:'F` ;�° Y,•r,�.•.• ..� '... -'.ti• -:•av •r. �.. _ +� y*y�. tr � '��I: '' �, a ,Y70� y •C' ":?: "� "n x•24: ��ii' _ T . "r �,. ��� M1:L: Fnf' e4, • 3 f `7'''7 �_r.:'..;?1 ��6••,,�" [t:�• i d' yy���1 tpe7b.9 +.ri: i �.tlii.ri+c : • ''.' .: ..� �a �:j�ofc...a ' ': �rzr {5'. •%r• r:i :r ti �7&•bSr1*rrrfr http: // database. ul. com /cgi- bin/xYV /template /LIS... ion= versionless& parent _id= 1073993597&sequence =1 (5 of 22) [2/10/2009 4:50:51 PM] k TGFU.R8992 - Roofing Systems ss J.R22r� yy y� ■� • - r :rl' ...'•' /...... • .. • _ • r ' S•'}:: Sw.�: j, r Mme.. t.. • r.l: .. _. a .. r. r .1�•`SMrl. �:. �. �rRJ��i Pw •ii.ai_'4;.i �rt! .. vRe. i• s �kl•� 27. "Sikaplan 45" (45 mil) 28. "G476 -15 SA" Class A - Ballasted 1. Deck: NC Incline: 2 Insulation: — Polystyrene (any thickness), glass fiber, perlite /polyurethane composite, perlite, polyurethane or wood fiber, any thickness, laid loosely. Membrane: — One or more of the following, laid loosely or mechanically fastened: "G410" or "G410 -14" or "G410 -14 /Felt" or "G410 -15" or "G410 -15 /Felt" or "G410 -18" or "G410 -18 /Felt" or "G410 -20" or "G410 -20 /Felt" or "G410 -24" (PVC) or "S327" or "5327 /Felt" or "5327 -14" or "5327 -14 /Felt" or "5327 -15" or "S327 -15 /Felt" or "S327 -18" or "S327 -20" or "5327- 24" (PVC) or "S330 -12" or "5330 -15" or "S330 -18" or "5330 -20" (PVC) or "TG66-12" or "TG66 -15" or 'TG66 -18" (FPO) Surfacing: — River bottom stone, 3/4 to 1 -1/2 in. diameter, 1000- lb /sq. 2. Deck: NC Incline: 1 Insulation: — Perlite, glass fiber or polyisocyanurate 3/4 in. minimum Membrane: — One or more of the following, laid loosely or mechanically fastened: "G410" or "G410 -14" or "G410 -14 /Felt" or "G410 -15" or "G410 -15 /Felt" or "G410 -18" or "G410 -18 /Felt" or "G410 -20" or "G410 -20 /Felt" or "G410 -24" (PVC) or "S327" or "5327 /Felt" or "5327 -14" or "5327 -14 /Felt" or "S327 -15" or "5327 -15 /Felt" or "5327 -18" or "5327 -20" or "5327- 24" (PVC) or "5330 -12" or "5330 -15" or "S330 -18" or "5330 -20" (PVC) or "TG66-12" or "TG66 -15" or "TG66-18" (FPO). Surfacing: — River bottom stone, 3/4 to 1 -1/2 in. diameter, 1000-lb/sq. 3. Deck: NC Incline: 2 Membrane: — One or more of the following, laid loosely or mechanically fastened: "G410" or "G410 -14" or "G410 -14 /Felt" or "G410 -15" or "G410 -15 /Felt" or "G410 -18" or "G410 -18 /Felt" or "G410 -20" or "G410 -20 /Felt" or "G410 -24" (PVC) or "5327" or "5327 /Felt" or "5327 -14" or "5327 -14 /Felt" or "S327 -15" or "S327 -15 /Felt" or "S327 -18" or "S327 -20" or "5327- 24" (PVC) or "S330 -12" or "5330 -15" or "S330 -18" or "5330 -20" (PVC) or "TG66-12" or "TG66 -15" or "TG66-18" (FPO) •i tia Slip Sheet (Optional): — Dry inorganic glass fiber mat. Insulation: — Dow Chemicals USA, Styrofoam RM, PD, SM, TG, Grayboard or Styrorib (plastic), any thickness. j�ryr`- •Svrsr,;•'�' lSii�'� -,•:� .ir•y -. .• _ ..•.......,s�� �' 'aoyi'ai....tia v;;}•: a{} '•^T:t'?:•n.wr-�:•:••�v;ti;:s.•• ,�� 1;•l�r .? ,p+r.i !,,:aa ix'�. •vS.•. ... �.�.•: • _ f }' .:... �7,�, �� y f.. •1: •' .r, - i -•r. r. rt .. .a :t`'• � .ri.i.... _�.� .l '•" ..... 1•:'.... ,••rM -: •a: �°'' ti• ti.. ��.: ��r- � ►:���:e7a�,•'•r.�.�a�i..x,:rt`: -.47 af'.�;��?�.:':c,!'rastY�s•�Y' . http: // database. ul. com /cgi- bin/XYV/template /LIS... ion= versionless& parent _id= 10739935978(sequence =1 (6 of 22) [2/10/2009 4:50:51 PM] r. I•� :J S I TGFU.R8992 - Roofing Systems As an altemate, the membrane may be loose laid over the insulation. Scrim (Optional): — "Fabrene ", "International Paper D689" or "Rufon Polypropylene Scrim ", 2 oz /yd or "Sarnabarrier," 1.5 oz /yd. Surfacing: — Crushed stone, river bottom stone (3/4 to 1 -3/4 in. diam), 900 Ibs /sq, concrete blocks 10 lb/sq min, spread not more than 1/8 in. apart, or Styrofoam panels surfaced with 3/8 in. min concrete mortar butted together. 4. Deck: NC Incline: 2 Insulation: — "Sarnatherm I," uniform thickness or tapered foamed plastic, any thickness or Johns Manville "Barrier Board Plus, Plus -A, -D or -M," uniform thickness or tapered composite . "Sarnatherm a ", "Sarnatherm I" or "Samatherm II," uniform thickness or tapered, any thickness or "Sarnatherm," "Tapered Sarnatherm," "Samatherm Perlite Composite," "Tapered Sarnatherm Perlite Composite," "Sarnatherm Woodfiber Composite," "Tapered Sarnatherm Woodfiber Composite" or "Samatherm Nailboard" or " Samatherm Foil," any thickness laid loosely or mechanically fastened. Membrane: — One or more of the following, laid loosely or mechanically fastened: "G410" or "G410 -14" or "G410 -14 /Felt" or "G410 -15" or "G410-15 /Felt" or "G410 -18" or "G410 -18 /Felt" or "G410 -20" or "G410 -20 /Felt" or "G410 -24" (PVC) or "S327" or "5327 /Felt" or "S327 -14" or "S327 -14 /Felt" or "S327 -15" or "S327 -15 /Felt" or "S327 -18" or "S327- 20" or "S327 -24" (PVC) or "5330 -12" or "S330 -15" or "S330 -18" or "S330 -20" (PVC) or "TG66 -12" or "TG66 -15" or "TG66 -18" (FPO) Surfacing: — 5. Deck: C -15/32 Slip Sheet: Membrane: River bottom stone (3/4 to 1 -1/2 in. diameter) at 1000 lb/sq. Incline: 2 — Polypropylene felt or polyester felt (not UL Classified). — One or more of the following, laid loosely or mechanically fastened: "G410" or "G410 -14" or "G410 -14 /Felt" or "G410 -15" or "G410 -15 /Felt" or "G410 -18" or "G410 -18 /Felt" or "G410 -20" or "G410 -20 /Felt" or "G410 -24" (PVC) or "S327" or "S327 /Felt" or "S327 -14" or "S327 -14 /Felt" or "5327 -15" or "5327 -15 /Felt" or "S327 -18" or "S327- 20" or "S327 -24" (PVC) or "S330 -12" or "S330 -15" or "5330 -18" or "S330 -20" (PVC) or "TG66 -12" or "TG66 -15" or 'TG66 -18" (FPO) Surfacing: — Concrete blocks minimum 10- Ib /ft.2 spread not more than 1/4 in. apart or river bottom stone (3/4- 1 -3/4 -in. diameter) 1200 lbs/sq. river bottom stone (3/4- 1 -1/2 in. diameter) at 1000-lb/sq. Class A - Fully Adhered 1. Deck: NC Incline: 1 Insulation: — Glass fiber, wood fiber or perlite any combination, any thickness, mechanically fastened with metal insulation anchors. Membrane: — "G410 ", "G410- Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt" or "G410 -24" (PVC), secured with "Sarnacol 2170" at 1 -1/2 to 2 -1/2 gal /sq. 2. Deck: NC Incline: 1 -1/2 Insulation: — Rmax "Ply -1 ", any thickness, mechanically fastened with metal insulation anchors. Membrane: — "G410 ", "G410 -14 ", "G410 -15 ", "G410 -18 ", "G410 -20" or "G410 -24" (PVC), secured with " Sarnacol 2170" at 1 -1/2 - 2 -1/2 gal /sq. ra r' ..j id `'1 It? rj Y,1 :.a .1 r➢x! �F �i+r✓ a [- •• ;4' • • -.71.122Zrim.riejr 'i �";.r�.:- •..��•i�1 . ' ' "�^ . ^r ••�� ti v + • J y!•Z n -1',ai `•r'1• N. ..ti `% rt k r..e • .k: •. q .. ....i" a ' e.3iY i. n? :_: ..r•�s . —:.• .f L ` ''J¢r •: �•• ':. •: Y. S . � � ; „•'rr: Y http: / /data base.ul.com/cgi- bin / c v /template /LIs... ion= versionless& parent _id= 1073993597&sequence =1 (7 of 22) [2/10/2009 4:50:51 PM] TGFU.R8992 - Roofing Systems 3. Deck: NC Incline: 1 Insulation: — Cellular concrete, gypsum concrete, vermiculite concrete, perlite concrete or structural concrete. Membrane: — "G- 410 ", "G -410 Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", G410 -18 /Felt ", "G410-20", G410 -20 /Felt ", "G410-24" (PVC), secured with "Sarnacol 2170' at 1 -1/2 to 2 -1/2 gal /sq or "Sarnacol 2121" adhesive at 1 -3/4 to 2 -1/4 gal /sq. 4. Deck: NC Incline: 2 Insulation: — Cellular concrete, structural concrete, perlite concrete, gypsum concrete or vermiculite concrete. Vapor Barrier: — "Vapor Stop 298" (not Classified), laid loosely with Zaps sealed according to the manufacturer's instructions. Insulation: — Rmax "Ply -1" (foil faced) 2 -1/2 in. max, mechanically fastened with metal insulation anchors. Membrane: — "G410 ", "G410-14 ", "G410 -15 ", "G410 -18 ", "G410 -20" or "G410 -24" (PVC), secured with "Sarnacol 2170" at 1 -1/2 - 2 -1/2 gal /sq or "Sarnacol 2121" adhesive at 1.75 gal /sq. 5. Deck: NC Incline: 2 Insulation: — Johns Manville "ENRGY -I ", any thickness. Membrane: — "G- 410 ", "G -410 Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt" or "G410 -24" (PVC), secured with "Samacol 2121" adhesive at 1.75 gal /sq. 6. Deck: NC Incline: 1 Insulation: — Wood fiberboard, 0.5 in. min. Membrane: — "G- 410 ", "G -410 Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt" or "G410 -24" (PVC), secured with "Samacol 2121" adhesive at 2.25 gal /sq. 7. Deck: NC Incline: 2 Vapor Barrier (Optional): — Polyethylene, Kraft or Sarnavap PVC film (not Classified). Insulation: — One of the following or combinations, mechanically fastened or hot mopped in place (any thickness): a. Perlite b. Fiberboard c. Rmax Multi -Max or "Thermaroof Plus" d. Firestone "Iso 95 +GL ", "Iso 95 +GW" e. Apache Products "Apache Pyrox ", "Apache White Line," or "Apache Tapered Pyrox" f. Johns Manville "ISO I" g. "Sarnatherm I "or "Samatherm II" h. Atlas Roofing "ACFoam II" i. "Sarnatherm a" j. "Sarnatherm Perlite Composite ", 'Tapered Samatherm Perlite Composite ", "Sarnatherm Woodflber Composite ", "Tapered Sarnatherm Woodflber Composite" or "Sarnatherm Nailboard" Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -24 ", "S327 ", "5327 /Felt ", "S327 -14 ", "S327 -14 /Felt ", "S327 -15 ", "5327 -15/ Felt ", "S327 -18 ", "5327 -18 /Felt ", "S327 -20 ", "S327 -20 /Felt" or "S327 -24" (PVC), fully adhered with Sarnacol 2121 at 1 -3/4 to 2 -1/4 gal /100 sq ft, or "Sarnacol 2170" at 1 -1/2 to 2 -1/2 gal /100 sq ft. 8. Deleted. 9. Deleted. 10. Deck: NC Incline: 3/4 :a •• i Insulation: — "Sarnatherm I," uniform thickness or tapered foamed plastic, 8.2 in. max or Johns Manville "Barrier Board Plus -M ", uniform thickness or tapered composite, any thickness, mechanically fastened. Membrane: — Either "G- 410 ", "G410 -14 ", "G410 -15 ", "G410-18", "G410-20" with Samafil "Sarnacol 2170" at 1 -1/2 to 2 -1/2 gal /sq. 11. Deck: NC Incline: 1/2 Insulation: — "Sarnatherm I ", uniform thickness or tapered foamed plastic, 0.9 in. min, no max, or Johns Manville "Barrier Board Plus or Plus -M ", any thickness, no max, mechanically fastened. • irk;; '4, SH.7,�..i 't'7ti }".'•r:1y�..�..: •f.� y0(' � ;` `it c•'i •>rF }5 'j� jI ... .. `¢ac ".. ," :jki` • i.i t•1 F)£: :. •• •. •.i l :�, -. GAYiFs:FY7...i, ~+�St "... • R�'.. . : ...:..:.: .:. .' }r "� 'i.:.'�Ll i.�.. •': �•�7 � } ,_': • Mtp: / /database.ul.com/cgi- bin /rN /template /LIS...ion= versionless& parent _id= 1073993597&sequence =1 (8 of 22) [2/10/2009 4:50:51 PM] ." TGFU.R8992 - Roofing Systems - .. • • . : . ` 't r. �F. �rtx .r ter.: r: i.:1: �"6� ' :• ., 'i ' �:4 : balSii'=Wari '114L,:+.5a2M ; •+C+, °.iCd:'+&VU Membrane: — "G- 410 ", "G410 -14 ", "G410 -15 ", "G410 -18 ", "G410 -20" or "G410 -24" (PVC), adhered with Sarnafil "Samacol 2170" or "Sarnacol V949" adhesive at 1 -1/2 to 2 -1/2 gal /sq. 12. Deck: C -15/32 Incline: 2 Barrier Board: — 1/2 in. min thickness gypsum board or 1/4 in. G -P Gypsum DensDeck ®, mechanically fastened with insulation fasteners (6 in. offset of the gypsum board joints from the plywood joints). Vapor Barrier (Optional): — Polyethylene or Kraft (not Classified) or Gi and G2. Insulation: — One of the following or combinations, mechanically fastened or hot mopped in place any thickness) : a. Perlite b. Fiberboard c. Rmax Multi -Max or'Thermaroof Plus" d. Firestone "Iso 95 +GL ", "Iso 95 +GW" e. Apache Products "Apache Pyrox", "Apache White Line ", "Apache Tapered Pyrox" f. Johns Manville "ISO 1" g. "Sarnatherm I "or " SamaTherm II" h. Atlas Roofing "ACFoam II" i. "Sarnatherm a" j. "Sarnatherm Perlite Composite ", "Tapered Samatherm Perlite Composite ", "Sarnatherm Woodfiber Composite ", "Tapered Sarnatherm Woodfiber Composite" or "Sarnatherm Nailboard" Membrane: — "G327 -15 ", "G327 -15 /Felt ", "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt ", "G410 -24 ", "S327 ", "S327 /Felt ", "S327 -14 ", "S327 -14 /Felt ", "S327 -18 ", "S327 -18 /Felt ", "S327 -20 ", "S327 -20 /Felt" or "S327 -24" (PVC), fully adhered with "Sarnacol 2121" at 1 -3/4 to 2 -1/4 gal /100 sq ft or "Sarnacol 2170" at 1 -1/2 to 2 -1/2 gal 100 sq ft. 13. Deck: Structural Cement Fiber Unit Incline: 2 Vapor Barrier (Optional): — G1 or G2 base sheet. Insulation (Optional): — One of the following or combinations, mechanically fastened or hot mopped in place any thickness: a. Perlite b. Fiberboard c. Rmax Multi -Max or'Thermaroof Plus" d. Firestone "Iso 95 +GL ", "Iso 90 +GW" e. Apache Products "Apache AP" or "Apache White Line" f. Johns Manville "ISO 1" g. "Sarnatherm I "or "Samatherm II" h. Atlas Roofing "ACFoam II ". i. "Sarnatherm a" j. "Sarnatherm Perlite Composite ", "Tapered Samatherm Perlite Composite ", "Sarnatherm Woodfiber Composite ", "Tapered Sarnatherm Woodfiber Composite" or "Sarnatherm Nailboard" r �S b ;,?�R �ir3t.ri: tir f Stp�er.5' 1 ��'t3!'°"�`r . " ��qqy'�' �•' 1 . l ili .tlq t .: "'T.:.i,,.yS.ty a}• .. . .R ' { :,', . ��n + �a • ', F "��.{4K!r;. , fi..-. �-: i,` °Y ' , �t .r,��.. . A, .! T � 4 �sMembrane• — "G410", "G410/Felt", "G410-14", G410 -14 /Felt ", "G410 -15 ", "G410 -1 " ", yyI� � .ri'. t' :' .►i' t�... _ . .'ai. �. .,= �E:�`�,�='r'`'� .�n' 'N.;:,'� .S�$F�k.lm'~ .. 6i� f i�[.: #.�:. .. l' . it's:— _ac�.:Tii. http: / /database.ul.com/cgi- bin /XYV /template /LIS... ion= versionless& parent _id= 1073993597&sequence =1 (9 of 22) [2/10/2009 4:50:51 PM] TGFU.R8992 - Roofing Systems -'i :._ .....�. •.� ;Z.!, '.. — • .. • �.., w:.. f.i.+.Ft ::: 5.. ��es:..... y. : •.� �+..Dia:Y' 'e6.�e�r.w. L.�:i7.:r .:.i A�.:.,LAkkbd•�ne,Rp "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt ", "G410 -24 ", "S327 ", "S327 /Felt ", "S327 -14 ", "S327 -14 /Felt ", "S327- 15", "S327 -15 /Felt ", "S327 -18 ", "S327 -18 /Felt ", "S327 -20 ", "S327 -20 /Felt" or "S327 -24" (PVC), fully adhered with "Sarnacol 2121" at 1 -3/4 to 2 -1/4 gal /100 sq ft or "Sarnacol 2170" at 1 -1/2 to 2 -1/2 gal 100 sq ft. 14. Deck: NC Incline: 1 -1/2 Vapor Barrier (Optional): — Polyethylene or kraft (Not Classified). Insulation (Optional): — Polystyrene or polyisocyanurate, any thickness Barrier Board: — 1 in. wood fiberboard, 15/32 in. plywood, 7/16 in. oriented strand board or 1/4 in. (min) G -P Gypsum DensDeck®. Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410-20/Felt" or "G410 -24" (PVC), adhered with either "Sarnacol 2121" at 1 -3/4 to 2 -1/4 gal /sq, "Samacol 2170" at 1 -1/2 to 2 -1/2 gal /sq. at 1 -1/2 to 2 gal /sq. 15. Deck: NC Incline: 3 Vapor Barrier (Optional): — Polyethylene or Kraft (not Classified). Insulation: — One of the following or combinations, mechanically fastened or hot mopped in place, any thickness: a. Perlite b. Fiberboard c. Rmax Multi -Max or "Thermaroof Plus" d. Firestone "Iso 95 +GL ", "Iso 95 +GW" e. Apache Products "Apache Pyrox", "Apache White Line" or "Apache Tapered Pyrox" f. Johns Manville "ISO 1" g. "Sarnatherm I "or "Samatherm II" h. Atlas Roofing "ACFoam II" i. "Sarnatherm a" j. "Sarnatherm Perlite Composite ", "Tapered Samatherm Perlite Composite ", "Sarnatherm Woodfiber Composite ", "Tapered Sarnatherm Woodfiber Composite" or "Sarnatherm Nailboard" r4 Membrane: — "G410 ". id 16. Deck: NC Incline: 2 Insulation: — Cellular concrete, structural concrete, gypsum concrete, vermiculite concrete or perlite concrete. Barrier: — Granular surfaced asphalt cap sheet or G2 base sheet set in hot asphalt or mechanically attached. Membrane: — "G410 /Felt ", "G410 -14 /Felt ", "G410-15 /Felt ", "G410 -18 /Felt" or "G410 -20 /Felt ", fully adhered with "Sarnacol 2170" adhesive at 1.5 to 2.5 gal /sq. 17. Deck: C -3 11/16 Incline: 1 Base Sheet: — Type G2, nailed or hot mopped. Insulation: — (3 in. min) Johns Manville "ENRGY 2G ". Membrane: — "G410" (PVC), adhered with "Sarnacol 2170" adhesive at 1.5 to 2.5 gal /sq. 18. Deck: C -15/32 Incline: 2 Vapor Barrier (Optional): — Polyethylene Kraft or PVC (Not Classified). Insulation (Optional): — One or more layers polyisocyanurate, any thickness. Barrier Board: — 1/4 in. thick G -P Gypsum DensDeck® or 1/2 in. thick gypsum board with all joints staggered a min of 6 in. from the plywood joints. Membrane: — "G410 " or "G410 /Felt" adhered with "Sarnacol 2170" adhesive at a rate of 1 -1/2 to 2 -1/2 gal/ sq. or "Sarnacol 2121" adhesive at a rate of 1 -3/4 to 2 -1/4 gal /sq. 19. Deck: NC Incline: 1-1/2 Vapor Barrier (Optional): — Polyethylene, Kraft or Sarnavap PVC film (not Classified). Insulation: — One of the following or combinations, mechanically fastened or hot mopped in place (any thickness): Celotex "Top RII ", "Hy -Tec ", "Hy -Tec II ", "Hy -Therm AP" . Membrane: "G410", G410 Felt 'G410 -14" "G41014 /Felt , "G410-15 ", "G410 -15 /Felt ", "G410 -18 ", G410 -18 /Felt", "G410-20", "G410-24", "S327", 5327 /Felt , "5327-14", S327 -14 /Felt ", "S327-15", , ' S327 -15/ «y�`rzra° y•;1 .T.'.,J,. }�T*x: (gyp -s- ...d_n. 5}.s' a?'.J'. 1 . .._ "i S =.' �� . ..'.trC..'_ a . •:4CYx. '�.i" :::R'.i:,_�' - h 8 -.. . .w 4:ig.- 1tg'�1_/y61'3 1Di http: / /database.ul.com/cgi- bin /xYV /template /LIS... ion= versionless& parent_id= 1073993597&sequence =1 (10 of 22) [2/10/2009 4:50:51 PM] 9 E,1 TGFU.R8992 - Roofing Systems . 3i ::: rs.Fw s�d,a,` -i.. 's ......: .. ' ... c'�aa.:.•'•:.i ai;:C-G:ddv= '- -1r�.�i,:.: .a• i .. .1..i:::1�.."iE'.e:4 : `.. d�. ��'. •'-.3�tiwY.{:.et•;imit!::ai.tta .:5�.:. Felt ", "5327 -18 ", "S327 -18 /Felt ", "S327 -20 ", "S327 -20 /Felt" or "5327 -24" (PVC), fully adhered with "Sarnacol 2121" at 1 -3/4 to 2 -1/4 gal /100 sq ft, or "Samacol 2170" at 1 -1/2 to 2 -1/2 gal /100 sq ft. 20. Deck: C -15/32 Incline: 1 -1/2 Barrier Board: — 5/8 in. min thickness gypsum board or 1/4 in. G -P Gypsum DensDeck®, mechanically fastened with insulation fasteners (6 in. offset of the gypsum board joints from the plywood joints). Vapor Barrier (Optional): — Polyethylene or Kraft (not Classified) or G1 and G2. Insulation: — One of the following or combinations, mechanically fastened or hot mopped in place (any thickness): Celotex "Top RII ", "Hy -Tec ", "Hy -Tec II ", "Hy -Therm AP" . Membrane: — "G327 -15 ", "G327 -15 /Felt ", "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt ", "G410 -24 ", "S327 ", "5327 /Felt ", "5327 -14 ", "S327 -14 /Felt ", "S327 -18 ", "5327 -18 /Felt ", "S327 -20 ", "S327 -20 /Felt" or "S327 -24" (PVC), fully adhered with "Sarnacol 2121" at 1 -3/4 to 2 -1/4 gal /100 sq ft, or "Sarnacol 2170" at 1 -1/2 to 2 -1/2 gal /100 sq ft. 21. Deck: Structural Cement Fiber Unit Incline: 1 -1/2 _ Vapor Barrier (Optional): — G1 or G2 base sheet. Insulation (Optional): — One of the following or combinations, mechanically fastened or hot mopped in place (any thickness): Celotex "Top RII ", "Hy- Tec ", "Hy -Tec II" or "Hy -Therm Ultra ". Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt ", "G410 -24 ", "S327 ", "S327 /Felt ", "5327 -14 ", "S327 -14 /Felt ", "5327- 15", "S327 -15 /Felt ", "5327 -18 ", "S327 -18 /Felt ", "S327 -20 ", "S327 -20 /Felt" or "S327 -24" (PVC), fully adhered with "Sarnacol 2121" at 1 -3/4 to 2 -1/4 gal /100 sq ft, or "Samacol 2170" at 1 -1/2 to 2 -1/2 gal /100 sq ft. a 22. Deck: NC Incline: 2 -1/2 Vapor Barrier (Optional): — Polyethylene or Kraft (not Classified) . Insulation: — One of the following or combinations, mechanically fastened or hot mopped in place (any thickness) : Celotex "Top RII ", "Hy- Tec ", "Hy -Tec II ", "Hy -Therm AP" . Membrane: — "G410 ". s� 23. Deck: C -3 -11/16 Incline: 1/2 15; Base Sheet: — Type G2, nailed or hot mopped. Fy Insulation: — (3 in. min) Celotex "Hy -Therm AP" . Membrane: — "G410" (PVC), adhered with "Sarnacol 2170" adhesive at 1.5 to 2.5 gal /sq. 24. Deck: C -15/32 Incline: Unlimited + Vapor Barrier (Optional): — Polyethylene, polypropylene, karft or PVC (not UL Classified). Insulation (Optional): — One or more layers polyisocyanurate, polystyrene or combinations, any thickness. Barrier Board: — G -P Gypsum DensDeck®, 1/4 in. min with 6 in. staggered joints, mechanically fastened. Membrane: — "G410 ", "G410 -12 ", "G410 -15 ", "G410 -18 ", "G410 -20 ", "G410 -24" (PVC), adhered with "Sarnacol 2170" adhesive at 2 gal /sq. 25. Deck: Structural Cement Fiber Unit Incline: 2 Vapor Barrier (Optional): — Rosin paper (not UL Classified) and Type 15 or 30 felt, G1 or G2 two to four plies mechanically fastened or hot mopped. Insulation: — One or more layers of one of the following (1/8 in. tapered) any thickness, mechanically fastened or hot mopped inplace: 1. Apache "Pyrox" 2. John Manville "ENRGY" 3. Atlas Roofing "ACFoam II" 4. "Sarna Therm I" 5. "Sarna Therm II" 6. "Sarnatherm a" td .M..ike��*y r r '['�?' }" ''�� °� �. - •'rp Y� t I.-�y;;,��7. r. Y:" ;sjr`.': •. w !���'c9�e �' g�s:d,L7 c� �di:�.:39��1� `� -:£..a w.. .•�/' :S';.: � -� y ..{' `' ... '.' ice, _.:..: � .. .i `ii'. 7r7 �� �t'.'wi::� 3� +'�• d're �� "K' :w.�.r%�76rLsL.Y.�j.''S�.�JRa http: / /database.ul.mm/cgi- bin /M /template /LIS... ion= versionless& parent_id= 1073993597&sequence =1 (11 of 22) [2/10/2009 4:50:51 PM] TGFU.R8992 - Roofing Systems • f7; . 44.41 .. r•r�•�sJev.� :s:a S:Ai�'ti .. .: n`�Y'� �s'. A- ; uS'iPLiE3wx S..: 1 �-"►�.` f'..r: Membrane: - "G410' or "S327", fully adhered with "Sarnacol 2121" at 1 -3/4 to 2 -1/4 gal.sq or "Sarnacol 2170" at 1- 1/2 to 2 -1/2 gal /sq. 26. Deck: C -15/32 Incline: Unlimited Vapor Barrier (Optional): - Polyethylene, Kraft or PVC (not UL Classified) Insulation: - Any UL Classified Barrier Board: - G P Gypsum Corp. "DensDeck DuraGuardT" Roofboard," or "DensDeck® Roofboard" or "DensDeck Prime® Roofboard," minimum 1/4 -in. thick, mechanically fastened with butt joints in barrier board off -set a minimum of 6 -in. from plywood decks butt joints. Membrane: - "G410 P &S," 48 -mil, 60 -mil and 80 -mil self adhered . 27. Deck: NC Incline: 1 -1/2 Vapor Barrier (Optional): - Polyethylene, Kraft or PVC (not UL Classified) Insulation: - Any thickness Johns Manville International "ENRGY III;" or Hunter Panels "H- Shield;" or Atlas Roofing Corp. "ACFoam II" or " ACFoam III;" "Sarnatherm ", Tapered Samatherm ", "Sarnatherm Perlite Composite ", "Tapered Sarnatherm Perlite Composite ", "Sarnatherm Woodfiber Composite ", "Tapered Sarnatherm Woodfiber Composite" or "Samatherm Nailboard "or Premier Industries "Insulfoam SP" mechanically fastened Membrane: - "G410 P &S," 48 -mil, 60 -mil and 80 -mil self adhered 28. Deck: NC Incline: 1 -1/2 Vapor Barrier (Optional): - Polyethylene, Kraft or Sarnavap PVC film (not Classified). Insulation: - One of the following or combinations, mechanically fastened or hot mopped in place (any thickness): "Samatherm ", "Tapered Sarnatherm ", "Sarnatherm Perlite Composite ", "Tapered Sarnatherm Perlite Composite ", "Sarnatherm Woodfiber Composite ", "Tapered Sarnatherm Woodfiber Composite" or "Samatherm Nailboard ". Membrane: - "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -24 ", "S327 ", "5327 /Felt ", "S327 -14 ", "S327 -14 /Felt ", "S327 -15 ", "S327 -15/ Felt ", "S327 -18 ", "5327 -18 /Felt ", "S327 -20 ", "S327 -20 /Felt" or "5327 -24" (PVC), fully adhered with Sarnacol 2121 at 1 -3/4 to 2 -1/4 gal /100 sq ft, or "Sarnacol 2170" at 1 -1/2 to 2 -1/2 gal /100 sq ft. 29. Deck: NC Incline: 1/2 Insulation: - Johns Manville " ENRGY 3 ", any thickness. Membrane: - "Sarnafil TPO ", 45 or 60 mil, fully adhered with "CRSI Bonding Adhesive C1006" at 1 gal. /sq. 30. Deck: C -15/32 Incline: 3 Insulation (Optional): - Any UL Classified, any thickness mechanically fastened or adhered with UL Classified insulation adhesive. Barrier Board: - Minimum 1/4-in. thick G P Gypsum Corp. "DensDeck Prime® Roofboard" or "DensDeck® Roofboard" or "DensDeck DuraGuardTM Roofboard" or USG "Securock" mechanically fastened or adhered with a UL Classified insulation adhesive with all butt joints in the barrier board staggered a minimum of 6 -in. from butt joints in plywood roof deck. Membrane: - Sika Sarnafil Inc. \'s "Sikaplan 45" (PVC) 45 mil, "S327 -12" (PVC) 48 mil (1.2 mm), "5327- 15" (PVC) 60 mil (1.5 mm), "S327 -18" (PVC) 72 mil (1.8 mm), "S327 -20" (PVC) 80 mil (2.0 mm), or "G410- 12" (PVC) 45 mil (1.2 mm), "G410 -15" (PVC) 60 mil (1.5 mm), "G410 -18" (PVC) 72 mil (1.8 mm), "G410- 20" (PVC) 80 mil (2.0 mm), fully adhered with "PLIODECK PVC" adhesive applied at 150 -ft.2 /gal. 31. Deck: NC Incline: 3 Barrier Board (Optional): - Minimum 1 /4 -in. thick G P Gypsum Corp. "DensDeck Prime® Roofboard" or "DensDeck® Roofboard" or "DensDeck DuraGuardT" Roofboard" or USG "Securock" mechanically fastened or adhered with a UL Classified insulation adhesive with all butt joints in the barrier board staggered a minimum of 6 -in. from butt joints in plywood roof deck. Membrane: - Sika Sarnafil Inc. \'s "Sikaplan 45" (PVC) 45 mil, "S327 -12" (PVC) 48 mil (1.2 mm), "5327- 15" (PVC) 60 mil (1.5 mm), "5327 -18" (PVC) 72 mil (1.8 mm), "S327 -20" (PVC) 80 mil (2.0 mm), or "G410- 12" (PVC) 45 mil (1.2 mm), "G410 -15" (PVC) 60 mil (1.5 mm), "G410 -18" (PVC) 72 mil (1.8 mm), "G410- 20" (PVC) 80 mil (2.0 mm), fully adhered with "PLIODECK PVC" adhesive applied at 150 -ft.2 /gal. 32. Deck: C -15/32 Incline: 3 Insulation (Optional): - Any UL Classified, any thickness mechanically fastened or adhered with UL Classified insulation adhesive. Base Sheet: - 1 ply Type G2 base sheet, mechanically fastened. Barrier Board: - Minimum 1 /4 -in. thick G P Gypsum Corp. "DensDeck Prime® Roofboard" or "DensDeck ® Roofboard" or "DensDeck DuraGuardTM Roofboard" or USG "Securock" mechanically fastened or adhered with a UL Classified insulation adhesive with all butt joints in the barrier board staggered a minimum of 6 -in. from butt joints in plywood roof deck. Membrane: - Sika Sarnafil Inc. \'s "Sikaplan 45" (PVC) 45 mil, "5327 -12" (PVC) 45 mil (1.2 mm), "5327- 15" (PVC) 60 mil (1.5 mm), "5327 -18" (PVC) 72 mil (1.8 mm), "5327 -20" (PVC) 80 mil (2.0 mm), or "G410- 12" (PVC) 45 mil (1.2 mm), "G410 -15" (PVC) 60 mil (1.5 mm), "G410 -18" (PVC) 72 mil (1.8 mm), "G410- 20" (PVC) 80 mil (2.0 mm), fully adhered with "PLIODECK PVC" adhesive applied at 200 - 250 -ft.2 /gal. 33. Deck: NC Incline: 2 Vapor Barrier (optional): - Any UL Classified vapor barrier. Insulation (Optional): - Sika Sarnafil Inc. \'s "Sarnatherm a" or Atlas Roofing Corp. \'s "AC Foam II" or The Dow Chemical Co. \'s "HY -THERM AP" any thickness mechanically fastened or adhered with a UL Classified insulation adhesive. • r� La i, n „^i • r. ' ie r,' y .• -ry YaS 1;; a `.�^d+. 1i y. .'.`.' .Y;: • • • � �••• � �y•� r+ •„p a bi • i h' q •1 ~:�•i .'`• �:.6.._ . .:: : .r'�,ya��x , `•!•i .l f w ,?,7+r lr `T. :1 . r- _ http: // database. ul. com /cgi- bin/XYV /template /LIS... ion= versionless& parent_d= 1073993597&sequence =1 (12 of 22) [2/10/2009 4:50:51 PM] TGFU.R8992 - Roofing Systems •kra•' "s•[.2?4. r 'i,.. .. _. .. ..... Ilr' /..Z..±.1 �r:i•. i 7V.ba::a1.:.in'.i SS�'.:A��Y + • a•�S.a.:ti•.• •.- a'.:.%.isi.:.• n.av�d.+,ii:_•d tea.,.. iliYm:.'�a,(�- _ _ Membrane: — Sika Sarnafil Inc. \'s "Sikaplan 45" (PVC) 45 mil, "S327 -12" (PVC) 45 mil (1.2 mm), "5327- 15" (PVC) 60 mil (1.5 mm), "S327 -18" (PVC) 72 mil (1.8 mm), "S327 -20" (PVC) 80 mil (2.0 mm), or "G410- 12" (PVC) 45 mil (1.2 mm), "G410 -15" (PVC) 60 mil (1.5 mm), "G410 -18" (PVC) 72 mil (1.8 mm), "G410- 20" (PVC) 80 mil (2.0 mm), fully adhered with "PLIODECK PVC" adhesive applied at 200 - 250 -ft.2 /gal. 34. Deck: NC Incline: 1 -1/2 Vapor Barrier (optional): — Any UL Classified vapor barrier. Insulation (Optional): — Sika Sarnafil Inc. \'s "Sarnatherm" or "Sarnatherm Perlite Composite," or " Sarnatherm Woodfiber composite," or "Sarnatherm Foil," or "Sarnatherm Nailboard," or Hunter Panels \ "'H - Shield," or "H- Shield -P," or "H- Shield -WF," or "H- Shield -F," or "H- Shield -NB," or "H- Shield -CG," or "H- Shield- DD," or "H- Shield -AGF," or "H- Shield -C" or "H- Shield -DWD," any thickness mechanically fastened or adhered with a UL Classified insulation adhesive. Membrane: — Sika Sarnafil Inc. \'s "Sikaplan 45" (PVC) 45 mil, "S327 -12" (PVC) 45 mil (1.2 mm), "5327- 15" (PVC) 60 mil (1.5 mm), "S327 -18" (PVC) 72 mil (1.8 mm), "S327 -20" (PVC) 80 mil (2.0 mm), or "G410- 12" (PVC) 45 mil (1.2 mm), "G410 -15" (PVC) 60 mil (1.5 mm), "G410 -18" (PVC) 72 mil (1.8 mm), "G410- 20" (PVC) 80 mil (2.0 mm), fully adhered with " PLIODECK PVC" adhesive applied at 200 - 250 -ft.2 /gal. 35. Deck: NC Incline: 1/2 Insulation (Optional): — Any UL Classified Extruded Polystyrene, any thickness, mechanically fastened or adhered with UL Classified insulation adhesive. Membrane: — "G476 -15 SA" (PVC) 120 mil, self- adhered. 36. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Any UL Classified Polyisocyanurate, any thickness, mechanically fastened or adhered with UL Classified insulation adhesive. Barrier Board: — G P Gypsum Corp. "DensDeck DuraGuardTM Roofboard," or "DensDeck® Roofboard" or "DensDeck Prime® Roofboard," minimum 1/4 -in. thick, mechanically fastened or adhered with UL Classified insulation adhesive with butt joints in barrier board off -set a minimum of 6 -in. from plywood decks butt joints. Membrane: — "G476 -15 SA" (PVC) 120 mil, self- adhered. Class B - Fully Adhered 1. Deck: C -15/32 Incline: Unlimited Vapor Barrier (Optional): — Polyethylene, kraft or PVC (not UL Classified). Insulation (Optional): — One or more layers polyisocyanurate, polystyrene or combinations, any thickness. Barrier: — G -P Gypsum DensDeck ®, 1/4 in. min, mechanically fastened. Membrane: — "G410 ", "G410 -12 ", "G410 -14 ", "G410-15 ", "G410-20 ", "G410 -24 ", "5327 ", "S327 -12 ", "5327- 14", "S327 -15 ", "S327 -20 ", "S327 -24" adhered with "Sarnacol 2170" at 1 -1/2 to 2 -1/2 gal /sq. 2. Deck: C -15/32 Incline: Unlimited Vapor Barrier (Optional): — Polyethylene, polypropylene, karft or PVC (not UL Classified). Insulation (Optional): — One or more layers polyisocyanurate, polystyrene or combinations, any thickness. Barrier Board: — G -P Gypsum DensDeck ®, 1/4 in. min with 6 in. staggered joints, mechanically fastened. Membrane: — "G410 ", "G410 /Felt ", "G410 -12 ", "G410 -12 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt ", "G410 -24 ", "S327 ", "5327 /Felt ", "S327 -12 ", "S327 -12 /Felt ", "S327- 15", "S327 -15 /Felt ", "S327 -20 ", "S327 -20 /Felt ", "S327 -24" (PVC), adhered with " Samacol 2170" adhesive at 2 gal /sq or "Sarnacol 2121" adhesive at 1.75 gal /sq. 3. Deck: NC Incline: 3/4 Insulation: — Johns Manville "ENRGY 3 ", any thickness. Membrane: — " Sarnafil TPO ", 45 or 60 mil, fully adhered with "CRSI Bonding Adhesive C1006" at 1 gal. /sq. Class C - Fully Adhered 1. Deck: C (Tectum Deck) 4 in. Incline: 2 -1/2 Separation Sheet: — Type G1, G2 or G3 sheet nailed. Insulation: — Johns Manville "ENRGY -IM ", any thickness, mechanically fastened with metal insulation anchors or hot mopped in place. Membrane: — "G410 ", "G410 -14 ", "G410 -15 ", "G410 -18 ", "G410 -20" or "G410 -24" (PVC), secured with "Sarnacol 2170" at 1 -1/2 to 2 -1/2 gal /sq. Class A - Mechanically Fastened Membrane is secured to the roof deck with metal bars or metal plates and screws in accordance with the manufacturer's recommended installation instructions. 1. Deck: NC Incline: 1 Insulation: — Glass fiber, wood fiber or perlite, any thickness, mechanically fastened with metal insulation anchors. w k: r�;•lr, ;V .iir :u ,d. �!d'S^ ra•''':R�� � °i �: : ". �� .:•.. 1.,•.,ry�¢ ;, y7w ' [� ., —�y' .,c+'�R/� :• � ::'•..'r'+ .. � w iii =fin' ' .•jai Iri`' ' t a z .cl �a .lk. ,;•'i w L .r.• i' 1 'y... �r: '. 1r�'.:sr s• :i' , +n•. s ltia.. �r•. •�1_�•* .11 http : / /database.ul.conVcgi-bin/xYV /template /LIS... ion= versionless& parent_id= 1073993597&sequence =1 (13 of 22) [2/10/2009 4:50:51 PM] TGFU.R8992 - Roofing Systems - Membrane: — "G410 ", "G410 -15 ", "S327" or "5327 -15" (PVC). 2. Deck: NC Incline: 1 Insulation: — GAF "Gaftemp ", glass fiber or wood fiber, any combination, 3/4 to 3 -3/4 in., mechanically fastened with metal insulation anchors. Separation Sheet: — "Sarnafelt 400" or Fortifiber Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410-14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt ", "G410 -24 ", "5327 ", "5327 /Felt ", "5327 -14 ", "S327 -14 /Felt ", "5327- 15", "5327 -15 /Felt ", "S327 -18 ", "S327 -18 /Felt ", "5327 -20 ", "S327 -20 /Felt" or "5327 -24" (PVC). 3. Deck: NC Incline: 1 Insulation: — Cellular concrete, gypsum concrete, vermiculite concrete, perlite concrete or structural concrete. Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt ", "G410 -24 ", "5327 ", "5327 /Felt ", "S327 -14 ", "S327 -15 ", "S327 -18 ", "S327 -18 /Felt ", "5327 -20 ", "S327 -20 /Felt ", "S327 -24" (PVC). 4. Deleted. • 5. Deck: NC Incline: 1 1/2 Insulation (Optional): — Polystyrene or polyisocyanurate, any thickness. Barrier Board: — Plywood (0.50 in. min) or 1/4 in. (min) G -P Gypsum DensDeck ®, mechanically fastened with metal insulation anchors. Membrane: — "G410 ", "G410 -14 ", "G410 -15 ", "G410 -18 ", "G410 -20 ", "G410 -24 ", "5327 ", "S327 -14 ", "S327- 15", "5327 -18 ", "S327 -20" or "S327 -24" (PVC). 6. Deck: NC Incline: 1 Barrier Board (Optional): — Gypsum board, 5/8 in. min or 1/4 in. (min) G -P Gypsum DensDeck®. Insulation: — Dow Chemical USA RM Styrofoam or E.P.S, any thickness. Barrier Board: — Huebert Fiberboard 1 in. fiberboard. Membrane: — "S327 ", "S327 -14 ", "S327 -15 ", "S327 -18 ", "S327 -20" or "5327 -24" (PVC). 7. Deck: NC Incline: 1 Insulation: — GAF "Gaftemp ", glass fiber or wood fiber, any thickness, mechanically fastened with metal insulation anchors. Membrane: — "5327 /Felt ", "5327L/Felt ", "S327 -14 ", "5327 -14 /Felt ", "S327 -15 ", "S327 -15 /Felt ", "5327 -18 ", "5327 -18 /Felt ", "S327- 20, " "S327 -20 /Felt" or "S327 -24 ". 8. Deck: NC Incline: 2 Vapor Barrier (Optional): — Polyethylene Kraft or Sarnavap PVC film (not Classified). Insulation: — One of the following or combinations, any thickness, mechanically fastened or hot mopped in place with hot roofing asphalt: a. Perlite b. Fiberboard c. Rmax Multi -Max or 'Thermaroof Plus" d. Firestone "Iso 95 +GL ", "Iso 95 +GW" e. Apache Products "Apache Pyrox", "Apache White Line" or "Apache Tapered Pyrox" f. Johns Manville "ISO 1" g. "Sarnatherm I "or "Samatherm II" h. Atlas Roofing "ACFoam II" i. "Sarnatherm a" :.I rJ j. "Sarnatherm ", Tapered Samatherm ", "Sarnatherm Perlite Composite", "Tapered Sarnatherm Perlite Composite ", "Sarnatherm Woodfiber Composite ", "Tapered Sarnatherm Woodfiber Composite" or "Samatherm Nailboard .f 1 Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt ", "G410 -24 ", "S327 ", "5327 /Felt ", "5327 -14 ", "S327 -14 /Felt ", "5327- 15", "S327 -15 /Felt ", "S327 -18 ", "S327 -20 ", "S327 -24" (PVC), laid loosely. 9. Deleted. A 10. Deleted. 511 . vie.- i::ii'Y��,ai:.•+L "�Ah.1::CaL�. `. �; .:- .:n~.i .Y- i._'t. • ... . +'' ..��,rL� i!'. ir,'. "f/1...y..r. �•h '•,A ••.i fj http: / /database.ul.coMcgi- bin/xW /template /LIS... ion= versionless& parent _id= 10739935978(sequence =1 (14 of 22) [2/10/2009 4:50:51 PM] TGFU.R8992 - Roofing Systems �s.Flli 1' •. .. • . ' i..9n'L''.sfs::.::.-::.y -.:�'' Q' • .. } . rY,+ � i e i%i}a_3���f'�w «Y ;`'': f`!.r1.i} .. °.•Y•' -J Y' �:.r ::.l�i". Y 11. Deck: C -15/32 Incline: 1/2 Barrier Board: — 1/2 in. min thickness gypsum board, mechanically fastened with insulation fasteners (6 in. offset at the gypsum board joints from the plywood joints). Membrane: — "G410 ", "G410 -14 ", "G410 -15 ", "G410 -18 ", "G410 -20 ", "G410 -24 ", "G410 -14 /Felt ", "G410 -15/ Felt ", "G410 -18 /Felt ", "G410 -20 /Felt ", "S327 ", "5327 /Felt ", "S327 -14 ", "S327 -14 /Felt ", "5327 -15 ", "S327 -15/ Felt ", "S327 -18 ", "5327 -20 ", "5327-24" (PVC). 12. Deck: C -15/32 Incline: 2 Barrier Board: — 1/2 in. min thickness gypsum board 1/4 in. G -P Gypsum DensDeck ®, mechanically fastened with insulation fasteners (6 in. offset of the gypsum board joints from the plywood joints). Vapor Barrier (Optional): — Polyethylene or Kraft (not Classified). Insulation: — One of the following or combinations any thickness, mechanically fastened or hot mopped in place: a. Perlite b. Fiberboard c. Rmax Multi -Max or'Thermaroof Plus" d. Firestone "Iso 95 +GL ", Iso 95 +GW" e. Apache Products "Apache Pyrox", "Apache White Line" or "Apache Tapered Pyrox" f. Johns Manville "ISO 1" g. "Sarnatherm I "or "Samatherm II" h. Atlas Roofing "ACFoam II" i. "Sarnatherm a" j. "Sarnatherm ", Tapered Samatherm ", "Sarnatherm Perlite Composite ", 'Tapered Sarnatherm Perlite Composite ", "Sarnatherm Woodfiber Composite ", "Tapered Sarnatherm Woodfiber Composite" or "Samatherm Nailboard" Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt ", "G410 -24 ", "S327 ", "5327 /Felt ", "S327 -14 ", "S327 -14 /Felt ", "S327- 15", "S327 -15 /Felt ", "5327 -18 ", "S327 -18 /Felt ", "5327 -20 ", S327 -20 /Felt" or " S327 -24" (PVC). 13. Deleted. 14. Deleted. 15. Deleted. 16. Deck: NC Incline: 1 -1/4 Insulation: — "Sarnatherm I ", uniform thickness or tapered foamed plastic, or Johns Manville "Barrier Board Plus -M ", uniform thickness or tapered composite, any thickness, mechanically fastened. Membrane: — "S327 ", "S327 -14 ", "S327 -15 ", "S327 -18 ", "S327 -20" or "S327 -24" (PVC), mechanically fastened as per manufacturer's instructions. 17. Deck: NC Incline: 3/4 Insulation: — "Sarnatherm I ", uniform thickness or tapered foamed plastic, 0.9 in. min, no max, or Johns Manville "Barrier Board Plus -M ", uniform thickness or tapered composite, any thickness, mechanically fastened. Membrane: — "S327 ", "S327 -14 ", "S327 -15 ", "5327 -18 ", "5327 -20" or "S327 -24" (PVC), mechanically fastened. 18. Deck: C -15/32 Incline: 2 Insulation: — Polystyrene, any thickness. Barrier Board: — 5/8 in. gypsum or 1/4 in. (min) G -P Gypsum DensDeck ®, mechanically fastened with 6 in. offset of the gypsum joint from the plywood joints. Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt ", "G410 -24 ", "5327 ", "S327 /Felt ", "S327 -14 ", "S327 -14 /Felt ", "S327- 15", "S327 -15 /Felt ", "S327 -18 ", "S327 -18 /Felt ", "S327 -20 ", "S327 -20 /Felt" or "5327 -24" (PVC). 19. Deck: C -15/32 Incline: 2 Barrier Board: — 1/2 in. gypsum board, mechanically fastened with 6 in. offset of the gypsum joints from the plywood joints. Insulation: — Polystyrene, any thickness. • E.i •sb:. � raL Y _ � : . �x: iL l:�: �. ' - _ r4 .. . ,,,�.'. �*�; ;t .4� •,•: ' ?j. , y °�• • l ' . . •y r• . ry K a s^ , +i 1 War. 7;•.;:17.: vN ; i i .i. s $ i ' F a '. r *A� M .mod. L. S Q.� �.ti.... . • l...az��°��-. '�ii,.. 7._: �; . Mtp: // database. ul. com /cgi- bin/XYV /template /LIS... ion= versionless& parent_id= 1073993597&sequence =1 (15 of 22) [2/10/2009 4:50:51 PM] TGFU.R8992 - Roofing Systems • .:•;11. .e,,, ' e�F. e:i 'i ....'':y:Y :� +.r':5a'�: ". �`• r°w:';���' Barrier Board: — 3/4 in. perlite board. Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt ", "G410 -24 ", "S327 ", "S327 /Felt ", "5327 -14 ", "5327 -14 /Felt ", "5327- 15", "5327 -15 /Felt ", "S327 -18 ", "S327 -18 /Felt ", "S327 -20 ", "S327 -20 /Felt" or "S327 -24" (PVC). 20. Deck: NC Incline: 4 Insulation: — Cellular concrete, gypsum concrete, vermiculite concrete, perlite concrete or structural concrete. Membrane: — "G410" or "5327" (PCV). 21. Deck: C -15/32 Incline: 1/2 Barrier Board: — 1/2 in. gypsum board with joints offset 6 in. from joints in plywood. Insulation (Optional): — Rmax "Multi -Max" or "Thermaroof Plus," Firestone "Iso 95 +GL" or "Iso 95 +GW ", Apache Products "Apache Pyrox" or "Apache White Line ", Johns Manville "ENRGY IM, IA or IG ", Sarnafil "Sarnatherm I ", "Sarnatherm II" or "Samatherm Composite ", Atlas Roofing "ACFoam II ", any thickness. Membrane: — "G410 ", "G410 /Felt ", "5327 ", "S327 /Felt ", (PVC) 48 or 60 mil. 22. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Rmax "Multi -Max" or " Thermaroof Plus ", Firestone "I50 95 +GL" or "I50 95 +GW ", Apache Products "Apache Pyrox" or "Apache White Line ", Johns Manville "ENRGY IM ", "Sarna Therm II" or "Sarna Therm Composite ", Atlas Roofing "ACFoam II ", any thickness. Barrier Board: — 1/2 in. gypsum board. Membrane: — "G410 ", "G410 /Felt ", "5327 ", "S327 /Felt" (PVC), 48 or 60 mil. 23. Deck: C -15/32 Incline: 1/2 Vapor Barrier (Optional): — Polyethylene or Kraft (not Classified). Insulation (Optional): — One of the following or combinations, mechanically fastened any thickness: a. Perlite b. Rmax "Multi -Max" or " Thermaroot Plus" c. Firestone "Iso 95 + GL ", "Iso 95 + GW" d. Apache Products "Apache Pyrox ", "Apache White Line" or "Apache Tapered Pyrox" e. Johns Manville " ENRGY 1 " f. "Sarnatherm I "or "Sarnatherm II" g. Atlas Roofing "ACFoam II" i. "Sarnatherm a" j. "Sarnatherm ", Tapered Samatherm ", "Sarnatherm Perlite Composite ", 'Tapered Sarnatherm Perlite Composite ", "Sarnatherm Woodfiber Composite ", "Tapered Sarnatherm Woodfiber Composite" or "Samatherm Nailboard" Barrier Board: — Partek Insulation "Paroc Capboard ", 3/4 in. min with joints staggered 6 in. from the plywood deck joints, mechanically fastened. Membrane: — "G410 ", "G410 -14 ", "G410 -15 ", "G410 -24 ", "5327 ", "5327 -14 ", "5327 -15 ", "S327 -18 ", "S327- 20" (PVC). 24. Deck: C -15/32 Incline: 3 Insulation: — Partec "Paroc Capboard" 3/4 in. with insulation joints staggered 6 in. from the plywood deck joint, mechanically fastened. Membrane: — "G410 ", "G410 -14 ", "G410 -15 ", "G410 -24 ", "S327 ", "S327 -14 ", "S327 -15 ", "S327 -18 ", "S327- 20" (PVC). 25. Deck: C15/32 Incline: No Limitations Insulation (Optional): — Polyisocyanurate, any thickness. Barrier Board: — 1/4 in. min G -P Gypsum DensDeck® with all joints staggered a min of 6 in. from the plywood joints. Membrane: — "S327 ", "S327 -12 ", "5327 -14 ", "S327 -15 ", "S327 -18 ", "5327 -20" or "5327 -24 ". 26. Deck: NC Incline: 2 Vapor Barrier (Optional): — Polyethylene Kraft or Sarnavap PVC film (not Classified). Insulation (Optional): — UL Classified EPS, any thickness. Insulation: — One of the following or combinations, 1 in. thick min., mechanically fastened. http: / /database.ul.cor cgi- bin /)YV /template /LIS... ion= versionless& parent_id= 1073993597&sequence =1 (16 of 22) [2/10/2009 4:50:51 PM] TGFU.R8992 - Roofing Systems In P� •''.,e ?•::"•.• ' .• •r• • . •i: { .'. r . • . .. b. Fiberboard c.Rmax "Multi -Max" or'Thermaroof Plus" d.Firestone "Iso 95 +GL ", "Iso 95 +GW" e.Apache Products "Apache Pyrox", "Apache White Line" or "Apache Tapered Pyrox" f. Johns Manville "ENRGY 2" or "Barrier Board Plus" g. Johns Manville "ISO 1" h. "Sarnatherm I "or "Sarnatherm II" i. Atlas Roofing "ACFoam II" j. "Sarnatherm a" k.. "Sarnatherm Perlite Composite ", "Tapered Sarnatherm Perlite Composite ", "Samatherm Woodfiber Composite ", "Tapered Sarnatherm Woodfiber Composite" or "Sarnatherm Nailboard" Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410-18 /Felt ", "G410 -20 ", "G410-20 /Felt ", "G410 -24 ", "5327 ", "5327 /Felt ", "S327 -14 ", "5327 -14 /Felt ", "5327- 15", "S327 -15 /Felt ", "S327 -18 ", "S327 -20 ", "5327 -24" (PVC), laid loosely. 27. Deck: NC Incline: 1 -1/2 Vapor Barrier (Optional): — Polyethylene Kraft or Sarnavap PVC film (not Classified). Insulation: — One of the following or combinations, any thickness, mechanically fastened or hot mopped in place with hot roofing asphalt: Celotex "Top RII ", "Hy -Tec ", "Hy -Tec II" or "Hy -Therm AP ". Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt ", "G410 -24 ", "S327 ", "5327 /Felt ", "5327 -14 ", "5327 -14 /Felt ", "5327- 15", "5327 -15 /Felt ", "5327 -18 ", "S327 -20 ", "S327 -24" (PVC), laid loosely. 28. Deck: C -15/32 Incline: 1 -1/2 Barrier Board: — 1/2 in. min thickness gypsum board 1/4 in. G -P Gypsum DensDeck ®, mechanically fastened with insulation fasteners (6 in. offset of the gypsum board joints from the plywood joints). Vapor Barrier (Optional): — Polyethylene or Kraft (not Classified) . Insulation: — One of the following or combinations, any thickness, mechanically fastened or hot mopped in place: Celotex "Top RII ", "Hy- Tec ", "Hy -Tec II ", "Hy -Therm AP" . Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410-15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt ", "G410 -24 ", "S327 ", "5327 /Felt ", "5327 -14 ", "5327 -14 /Felt ", "S327- 15", "5327 -15 /Felt ", "S327 -18 ", "S327 -18 /Felt ", "5327 -20 ", "S327 -20 /Felt" or "5327 -24" (PVC). 29. Deck: C -15/32 Incline: 1/4 Barrier Board: — 1/2 in. gypsum board with joints offset 6 in. from joints in plywood. Insulation (Optional): — Celotex "Top RII ", "Hy- Tec ", "Hy -Tec II ", "Hy -Therm AP" any thickness. Membrane: — "G410 ", "G410 /Felt ", "5327 ", "5327 /Felt" (PVC), 48 or 60 mil. 30. Deck: C -15/32 Incline: 1/4 Vapor Barrier (Optional): — Polyethylene or Kraft (not Classified) . Insulation (Optional): — One of the following or combinations, mechanically fastened any thickness: Celotex "Top RII ", "Hy- Tec ", "Hy -Tec II ", "Hy -Therm AP" . Barrier Board: — Partek Insulations "Paroc Capboard ", 3/4 in. min with joints staggered 6 in. from the plywood deck joints, mechanically fastened. Membrane: — "G410 ", "G410 -14 ", "G410 -15 ", "G410 -24 ", "5327 ", "S327 -14 ", "5327 -15 ", "S327 -18 ", "5327- 20" (PVC). 31. Deck: NC Incline: 1 -1/2 - Rs ryl��� . fA��:�Y 3.- Yi�.'.r. S; •.�, -.: � • T� •i r. :�:;17�� ;q,,, . �e ;,;;v::.r http: / /database.ul.com/cgi- bin /xW /template /LIS... ion= versionless& parent_id= 1073993597&sequence =1 (17 of 22) [2/10/2009 4:50:51 PM] TGFU.R8992 - Roofing Systems j L K °'ii1 , . ;._ :.... , ` n4: i:. La. s .... . 1..^d •...7 "s'.3'. I►"� :'�tu�1•.� "3ffa:i :� ,:'_: L, .: '!: is 'r'ud.'.`in^i' �: �1 ""a�i� P. i� :'v..:ii: Vapor Board (Optional): — Polyethylene Kraft or Sarnavap PVC film (not Classified). Insulation (Optional): — UL Classified EPS, any thickness. Insulation: — One of the following or combinations, 1 in. thick min, mechanically fastened: Celotex "Top RII ", "Hy -Tec ", "Hy -Tec II" or "Hy -Therm AP ". Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt ", "G410 -24 ", "S327 ", "S327 /Felt ", "S327 -14 ", "S327 -14 /Felt ", "S327- 15", "S327 -15 /Felt ", "S327 -18 ", "S327 -20 ", "S327 -24" (PVC), laid loosely. 32. Deck: C -15/32 Incline: Unlimited Vapor Barrier (Optional): — Polyethylene, polypropylene, karft or PVC (not UL Classified). Insulation (Optional): — One or more layers polyisocyanurate, polystyrene or combinations, any thickness. Barrier Board: — G -P Gypsum DensDeck®, 1/4 in. min with 6 in. staggered joints, mechanically fastened. Membrane: — "G410 ", "G410 /Felt ", "G410 -12 ", "G410 -12 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt ", "G410 -24 ", "S327 ", "S327 /Felt ", "S327 -12 ", "S327 -12 /Felt ", "S327- 15", "S327 -15 /Felt ", "S327 -20 ", "S327 -20 /Felt ", "S327 -24" (PVC). 33. Deck: NC Incline: 1 -1/2 Vapor Barrier (Optional): — Polyethylene Kraft or Sarnavap PVC film (not Classified). Insulation: — One of the following or combinations, any thickness, mechanically fastened or hot mopped in place with hot roofing asphalt: "Sarnatherm ", "Tapered Sarnatherm ", "Sarnatherm Perlite Composite ", "Tapered Sarnatherm Perlite Composite ", "Sarnatherm Woodfiber Composite ", "Tapered Sarnatherm Woodfiber Composite" or "Sarnatherm Nailboard ". Membrane: — "G410 ", "G410 /Felt ", "G410 -14 ", "G410 -14 /Felt ", "G410 -15 ", "G410 -15 /Felt ", "G410 -18 ", "G410 -18 /Felt ", "G410 -20 ", "G410 -20 /Felt ", "G410 -24 ", "S327 ", "S327 /Felt ", "S327 -14 ", "S327 -14 /Felt ", "S327- 15", "S327 -15 /Felt ", "5327 -18 ", "S327 -20 ", "S327 -24" (PVC), laid loosely. 34. Deck: NC, Incline: 2 Vapor Barrier (Optional): — Polyethylene Kraft or Sarnavap PVC film (not Classified). Insulation: — Rmax "Multi- Max ", "Sarnatherm ", "Sarnatherm a ", Hunter Panel "H- Shield ", Atlas Roofing "ACFoam II ", any thickness. Membrane: — "Sikaplan 45" (PVC) 45 mil, mechanically fastened. 35. Deck: NC Incline: Unlimited Vapor Barrier (Optional): — Polyethylene Kraft or Sarnavap PVC film (not Classified). Insulation (Optional): — Any UL Classified, any thickness. Barrier Board: — Minimum 1 /4 -in. thick USG SECUROCKTM Roof Board (Type FRX -G), mechanically fastened. Membrane: — "Sikaplan 45" (PVC) 45 mil, mechanically fastened. 36. Deck: C -15/32 Incline: Unlimited Vapor Barrier (Optional): — Polyethylene Kraft or Sarnavap PVC film (not Classified). Insulation (Optional): — Any UL Classified, any thickness. Barrier Board: — Minimum thick G -P Gypsum Corp. "DensDeck Roofboard®' mechanically fastened with all barrier board butt joints staggered a minimum of 6 -in. from plywood deck butt joints, mechanically fastened. Membrane: — "Sikaplan 45" (PVC) 45 mil, mechanically fastened. 37. Deck: C -15/32 Incline: 1 Insulation (Optional): — Any UL Classified, any thickness Barrier Board: — Minimum 1/2 or 5 /8 -in. thick USG SECUROCKTM Roof Board (Type FRX -G) with all barrier board butt joints staggered a minimum of 6 -in. from plywood deck butt joints, mechanically fastened. Membrane: — "Sikaplan 45" (PVC) 45 mil, mechanically fastened. 38. Deck: C -15/32 Incline: 3 Base Sheet: — One ply Type G2, mechanically fastened. Insulation (Optional): — Any UL Classified, any thickness. Barrier Board: — Minimum 1 /4 -in. thick USG SECUROCKTM Roof Board (Type FRX -G) with all barrier board butt joints staggered a minimum of 6 -in. from plywood deck butt joints, mechanically fastened. Membrane: — "Sikaplan 45" (PVC) 45 mil, mechanically fastened. 39. Deck: C -15/32 Incline: 2 Base Sheet: — One ply Type G2, mechanically fastened. Barrier Board: — Minimum 1 /4 -in. thick USG SECUROCKTM Roof Board (Type FRX -G) with all barrier board butt joints staggered a minimum of 6 -in. from plywood deck butt joints, mechanically fastened. Insulation (Optional): — Rmax "Multi- Max ", "Sarnatherm ", "Sarnatherm a ", Hunter Panel "H- Shield ", Atlas Roofing "ACFoam II ", any thickness. Membrane: — "Sikaplan 45" (PVC) 45 mil, mechanically fastened. 40. Deck: C -15/32 Incline: 3 Insulation: — Fiberglass, polyisocyanurate, perlite or wood fiber, UL Classified, any thickness. Barrier Board: — Minimum 1 /4 -in. thick USG SECUROCKTM Roof Board (Type FRX -G) with all barrier board butt joints staggered a minimum of 6 -in. from plywood deck butt joints, mechanically fastened. Membrane: — "Sikaplan 45" (PVC) 45 mil, mechanically fastened. 41. Deck: C -15/32 Incline: 2 Barrier Board: — Minimum 1 /4 -in. thick USG SECUROCKTM Roof Board T t• T .;�.1'l . . T • ,� r.: T _,�_...T y (ype FRX -G) with all barrier board butt r 1 ib'l/�r Ws)3 . *• f i rye. .f. ^.:ern �VAI�' 'x �r a• �e .w... :.3=1.1'+•L. -f4la 1 y"Frf: •4P.!. • ti :•;YAC "µr.Rf,. .: �°.° .i1,p 'T�F •-. �.r. • Mtp: // database. ul .com /cgi- bin /XW /template /LIS... ion= versionless& parent_id= 1073993597&sequence =1 (18 of 22) [2/10/2009 4:50:51 PM] TGFU.R8992 - Roofing Systems • 'T •. x.i '� Yr�d_•.��f...a..w ..r.'rn. Y� -. i�•��''_ joints staggered a minimum of 6 -in. from plywood deck butt joints, mechanically fastened. Insulation: — Rmax "Multi- Max ", "Sarnatherm ", "Sarnatherm a ", Hunter Panel "H- Shield ", Atlas Roofing "ACFoam II ", any thickness. Membrane: — "Sikaplan 45" (PVC) 45 mil, mechanically fastened. 42. Deck: C -15/32 Incline: 2 Barrier Board: — Minimum 1 /4 -in. thick G -P Gypsum "DensDeck® Roofboard" or "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardTM Roofboard ", mechanically fastened with all butt joints staggered a min of 6 in. from the plywood deck joints. Insulation (Optional): — The Dow Chemical Co. "HY -THERM AP" or "Sarnatherm" or "Sarnatherm a" or Hunter Panel "H- Shield" or Atlas Roofing Corp. "ACFoam II," any thickness, mechanically fastened. Membrane: — "S327 -15 EEL H RAL 8029" (PVC) 60 mil (1.5 mm), mechanically fastened. 43. Deck: NC Incline: 2 Barrier Board (Optional): — Minimum 1 /4 -in. thick "DensDeck® Roofboard" or "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardT" Roofboard," mechanically fastened with all butt joints staggered a min of 6 in. from the plywood deck joints. Insulation (Optional): — The Dow Chemical Co. "HY -THERM AP" or "Sarnatherm" or "Sarnatherm a" or Hunter Panel "H- Shield" or Atlas Roofing Corp. "ACFoam II," any thickness. Membrane: — "S327 -15 EEL H RAL 8029" (PVC) 60 mil (1.5 mm), mechanically fastened. 44. Deck: NC Incline: 2 Barrier Board (Optional): — Minimum 1 /4 -in. thick "DensDeck® Roofboard" or "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardT'" Roofboard," mechanically fastened with all butt joints staggered a min of 6 in. from the plywood deck joints. Membrane: — "TS 77 -12E" (TPO) 45 mil (1.2 mm) or "TS 77 -20E" (TPO) 80 mil (2.0 mm), mechanically fastened. 45. Deck: NC Insulation: — Membrane: 46. Deck: C -15/32 Incline: 3/4 Hunter Panels "H- Shield ", "H- Shield -WF" , any thickness. — "Sarnafil TPO" , 45 or 60 mil. Incline: Unlimited Insulation (Optional): — Atlas Roofing "ACFoam II ", Apache Products "Apache White Line ", or "Apache Pyrox ", Hunter Panels "H- Shield ", "H- Shield -WF" or Johns Manville "ENRGY 3" or "Barrier Board Plus ", RhoFlex "Isocyanurate GL, GW or HF ", Rmax Inc. "Multi- Max -3 ", any thickness. Barrier Board: — 1/2 in. min gypsum board with staggered joints (6 in. offset). Membrane: — "Sarnafil TPO ", 45 or 60 mil. 47. Deck: NC Incline: 1/2 Insulation: — Johns Manville "ENRGY 3 ", any thickness. Membrane: — "Sarnafil TPO ", 45 or 60 mil. 48. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Any UL Classified, any thickness loose laid, mechanically fastened or adhered with UL Classified insulation adhesive. Barrier Board: — G P Gypsum Corp. "DensDeck DuraGuardTM Roofboard," or "DensDeck® Roofboard" or "DensDeck Prime® Roofboard," minimum 1/4 -in. thick, mechanically fastened, loose laid or adhered with UL Classified insulation adhesive with butt joints in barrier board off -set a minimum of 6 -in. from plywood decks butt joints. Separator Mat: — One ply "Sarnafelt NWP -HD" polypropylene mat, 18 oz /yd2 maximum, mechanically fastened or loose laid. Membrane: — "G476 -15" (PVC) 60 mil or "G476 -18" (PVC) 72 mil or "G476 -20" (PVC) 80 mil, mechanically fastened. 49. Deck: NC Incline: 1/2 Separator Mat: — One ply "Sarnafelt NWP -HD" polypropylene mat, 18 oz /yd2 maximum, mechanically fastened or loose laid. Membrane: — "G476 -15" (PVC) 60 mil or "G476 -18" (PVC) 72 mil or "G476 -20" (PVC) 80 mil, mechanically fastened. Class B - Mechanically Fastened 1. Deck: NC Incline: 1 -1/2 Insulation: — Rmax "Ply -1 ", any thickness. Membrane: — "5327 ", "S327 -14 ", "S327 -15 ", "5327 -18 ", "S327 -20" or "S327 -24" (PVC), mechanically fastened with metal bars and screws. 2. Deleted. 3. Deck: C 1 -1/2 TG Incline: 1/2 Barrier Board: — 5/8 in. min gypsum board, mechanically fastened with insulation Membrane: — "G410 ", "G410 -14 ", "G410 -15 ", "G410 -18 ", "G410 -20 ", "G410 -24 ", 15 ", "S327 -18 ", "S327 -20" or "S327 -24" (PVC). 4. Deck: C 3/4 Sheathing boards Incline: 1/2 ""S•Z 7. 'v .' :75 'n•' :Y : ; S . r:_ .ti •' - s�i� �••"r:aw yy r :.�::: •;S. �1a. �. -•. >:Lr• -s..ir >.:hL ?:S'.- �� ... .. ,•.; .. .�.a qy�,,°$L+ JY'•':'r�,•t:r, =.�■ http : / /database.ul.conVcgi- bin/XYV /template /uS... ion= versionless& parent_id= 1073993597&sequence =1 (19 of 22) [2/10/2009 4:50:51 PM] fasteners. "S327 ", "S327 -14 ", "S327- TY,FU.R8992 - Roofing Systems .. - Barrier Board: — 5/8 in. min gypsum board, mechanically joints are paper tape embedded in cementitious compound) Membrane: — "G410 ", "G410 -14 ", "G410 -15 ", "G410 -18 ", 15 ", "S327 -18 ", "S327 -20" or "S327 -24" (PVC). 5. Deleted. 6. Deck: C 1 -1/2 TG Incline: No Limitation Insulation: — One of the following or combinations (1 -inch min thickness): :J:• +..: _ • ' :. e:a.i:r..'.'i_': ti. +L�....J�LtLh:�A Sf : , {:;� . it fastened with insulation fasteners (gypsum board "G410 -20 ", "G410 -24 ", "5327 ", "5327 -14 ", "5327- a. Rmax Multi -Max or "Thermaroof Plus" b. Firestone "Iso 95 +GL ", "Iso 95 +GW" c. Apache Products "Apache Pyrox ", "Apache White Line" or "Apache Tapered Pyrox" d. Johns Manville "ENRGY 1 -A, 1 -M, or 1G" e. "Sarnatherm I ", "Sarnatherm II" f. Atlas Roofing ACFoam II g. "Sarnatherm a" h. "Sarnatherm ", Tapered Samatherm ", "Sarnatherm Perlite Composite ", "Tapered Sarnatherm Perlite Composite ", "Sarnatherm Woodfiber Composite ", "Tapered Sarnatherm Woodfiber Composite" or "Samatherm Nailboard" Barrier: — 3/8 inch min gypsum board, mechanically fastened with metal insulation fasteners (6 in. offset gypsum board joints from insulation board joints). Membrane: — "S327 ", "S327 -14 ", "S327 -18 ", "S327 -20" or "S327 -24" (PVC) 7. Deleted. 8. Deck: NC Incline: No Limitation Barrier Board: — 3/8 in. min gypsum board or G -P Gypsum DensDeck ®. Membrane: — "S327 ", "5327 -14 ", "S327 -15 ", "S327 -18 ", "5327 -20" or "5327 -24" (PVC) 9. Deck: 15/32 Incline: No Limitations Barrier Board: — 5/8 in. (min) gypsum board, mechanically fastened with metal insulation fasteners 6 in. offset gypsum board joints from the plywood joints. Membrane: — "S327 ", "S327 -14 ", "S327 -15 ", "S327 -18 ", "S327 -20" or "5327 -24" (PVC) 10. Deleted. 11. Deck: NC Incline: 3 Membrane: — "G410 /felt" or "S327 /felt" (PVC), 48 or 60 mil. 12. Deleted. 13. Deleted. 14. Deck: C -3/8 Incline: No Limitations Insulation: — 3/4 in. (min) perlite with all joints staggered 6 in. min from the plywood joints. Barrier Board: — 1/4 in. G -P Gypsum DensDeck® with all joints staggered 6 in. min from the insulation joints. Membrane: — "S327" (PVC). 15. Deck: C 1 -1/2 TG Incline: 4 -1/2 Insulation: — 'Thermax Top RII ", 'Thermax Hy -Tec ", "Thermax Hy -Tec II ". Barrier: — 3/8 in. min gypsum board, mechanically fastened with metal insulation fasteners (6 in. offset gypsum board joints from insulation board joints). Membrane: — "S327 ", "S327 -14 ", "5327 -18 ", "5327 -20" or "S327 -24" (PVC). 16. Deck: C -2 T &G Incline: 2 Insulation: — Atlas Roofing "ACFoam II" , 2.7 in. thick min. Membrane: — "5327" (PVC). 17. Deck: C -2 T &G Incline: 1 -1/2 Insulation: — Hunter Panels "H- Shield ", "Samatherm ", Tapered Sarnatherm ", "Samatherm Perlite Composite ", "Tapered Sarnatherm Perlite Composite ", "Samatherm Woodfiber Composite ", "Tapered Sarnatherm Woodfiber Composite" or "Sarnatherm Nailboard", 2.7 in. thick min. Membrane: — "5327" (PVC). 18. Deck: C -15/32 Incline: Unlimited Barrier Board: — Minimum 1 /4 -in. thick "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or fir•: `. ti: :( ��::: Sr •�a� .w � �� '•T'.G1:9i•r.. — °_ se-... .,.; wiv,Fnc M;., �, +��•� - ', I ..'s .. :�.. .... :r' .Yr }_ai`:� \F�L.. ..Y.1f_.,.....:i .. ..a.?i .i iF• ...a. r 1 A ^ti �(: ►. yy '.• f+: �F.- y.•�r` ..,�.... .y ! �,��ui•• it {' j. �a. •r.'�T. T 11, -•:, �j ,.Yd � •. L.:S'..: 9..Ari .� sft .A.: �. .. - .� 4.... fi �f: �.ka:...:�. 7 http: / /database.ul.com/cgi- bin /xYV /template /L15...ion= versionless& parent _id= 1073993597&sequence =1 (20 of 22) [2/10/2009 4:50:51 PM] 'I • TGFU.R8992 - Roofing Systems !AP,, - � {.i.� �.iL7Rtii w` •:Sr `.�s i�>�.:�r'�5 ' ..Fi:. .W. " r.... , ..r .. • r v a* F �•• 7 - L.lra`td�b"1$'2ad:: +�l, ea.._.i.�r r_aYwY• .4.i.. "DensDeck DuraGuardTm Roofboard," mechanically fastened with all butt joints staggered a min of 6 in. from the plywood deck joints. Membrane: — "5327 -15 EEL H RAL 8029" (PVC) 60 mil (1.5 mm), mechanically fastened. 19. Deck: NC Incline: Unlimited Barrier Board (Optional): — Minimum 1 /4 -in. thick "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuard'M Roofboard," mechanically fastened with all butt joints staggered a min of 6 in. from the plywood deck joints. Membrane: — "S327 -15 EEL H RAL 8029" (PVC) 60 mil (1.5 mm), mechanically fastened. 20. Deck: C -15/32 Incline: 2 Barrier Board: — Minimum 1 /4 -in. thick "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTm Roofboard," mechanically fastened with all butt joints staggered a min of 6 in. from the plywood deck joints. Membrane: — "TS 77 -20" (TPO) 80 mil (2.0 mm), mechanically fastened. 21. Deck: NC Incline: 2 Barrier Board (Optional): — Minimum 1 /4 -in. thick "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTm Roofboard," mechanically fastened with all butt joints staggered a min of 6 in. from the plywood deck joints. Membrane: — "TS 77 -20" (TPO) 80 mil (2.0 mm), mechanically fastened. Class C - Mechanically Fastened 1. Deck: C -1 -1/2 T &G Incline: 1 Barrier Board: — 15/32 in. min plywood. Insulation (Optional): — Any thickness: :' • a. "Sarnatherm I" or "Sarnatherm II" - b. Apache Products "Apache Pyrox" c. Rmax "Multi -Max FA" d. Johns Manville "ENRGY 2 -A" or "2G" e. Atlas Roofing "ACFoam II" f. "Sarnafil a" Membrane: — "S327 ", "S327 -14 ", "5327 -15 ", "S327 -18 ", "S327 -20" or "5327 -24" (PVC). 2. Deck: C -15/32 Incline: 2 Insulation: — One of the following or combinations -one or multiple layers 1.2 in. min thickness with the bottom layer insulation board with the joints staggered 6 in. from the plywood joints. a. "Sarnatherm I" or "Sarnatherm II" b. Apache Products "Apache Pyrox" c. Rmax "Multi -Max FA" d. Johns Manville "ENRGY 2" e. Atlas Roofing "ACFoam II" or "ACFoam III" f. "Sarnafil a" Membrane: — "S327 ", "S327 -14 ", "S327 -15 ", "S327 -18 ", "S327 -24" (PVC). Last Updated on 2008 -05 -02 Questions? Notice of Disclaimer Page Top • ;7 !• 1 ..Ss :•i - .YY .. . ::: f 1 e . t ,� ..' ..� . ,•f�'p. o �" � +•,h . .a•,.p. , . _�_ ' �. e.' r s.i. . c , �� EMI'., $ 5 . •a s .Z :i:{ 4�• • «i�l �:;,x. ��• '_. •�w.' -'•s ... lift p: / /database.ul.mm/cgi- bin/XYV /template /LIS... ion= versionless& parent_id= 1073993597&sequence =1 (21 of 22) [2/10/2009 4:50:51 PM] 1 FU.R8992 - Roofing Systems • Copyright © 2009 Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and /or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2009 Underwriters Laboratories Inc. ®" • ; http : / /database.ul.com/cgi- bin/XYV /template /LIS... ion= versionless& parent_id= 1073993597&sequence =1 (22 of 22) [2/10/2009 4:50:51 PM] FILE COPY PROJECT DIRECTORY COSTCO WHOLESALE Permit No. Warehouse Re -Roof 400 Costco Drive Tukwila, Washington 98188 MG2 # 93- 0440 -24 Issued for Permit / Bid June 15, 2010 OWNER: COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WASHINGTON 98027 MULVANNYG2 ARCHITECTURE ARCHITECTURAL 1110 112th Avenue NE, Suite 500 P: 425.463.2000 Bellevue, Washington 98004 F: 425.463.2002 Contact: Lisa Horn E: Lisa.Horn @MulvannyG2.com ENGINEERS NORTHWEST STRUCTURAL 6869 Woodlawn Avenue NE P: 206.525.7560 Seattle, Washington 98115 F: 206.522.6698 Contact: Bob Raichle E: bobr @engineersnw.com This project may not be included in any bid depository system for the purpose of receiving unsolicited bids by subcontractors, subcontractor trades, or sub -bids. By Architect of Record REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 4 2010 City of Tukwila BUILDING DIVISION bto 153 RECEIVED JUN 15 2010 PERMIT CENTER (This Page Intentionally Left ' eiti) 44"401 TABLE OF CONTENTS Section No. Title Number of Pages BIDDING REQUIREMENTS Document 00020 Invitation to Bid 2 Document 00100 Instructions to Bidders 4 Document 00350 Form of Bid Proposal 6 CONTRACTING REQUIREMENTS Document AIA A201 General Conditions of the Contract for Construction 40 Document 00500 Supplementary Conditions 6 Document 00800 Special Conditions 3 DIVISION 1 GENERAL REQUIREMENTS Section 01100 Summary of Work 4 Section 01230 Alternates 2 Section 01250 Contract Modifications 2 Section 01270 Unit Prices 1 Section 01290 Payment Procedures 5 Section 01310 Project Meetings 3 Section 01320 Construction Progress Documentation 4 Section 01330 Submittal Procedures 7 Section 01335 Action Submittal Lists 2 Section 01400 Quality Requirements 3 Section 01420 References 3 Section 01500 Temporary Construction Facilities 3 Section 01700 Execution Requirements 4 Section 01731 Cutting and Patching 3 Section 01732 Selective Demolition 6 Section 01770 Closeout Procedures 4 Section 01780 Project Closeout Documents 3 DIVISION 5 METALS Section 05400 Cold- Formed Metal Framing 4 DIVISION 6 WOOD AND PLASTICS Section 06105 Miscellaneous Carpentry 5 DIVISION 7 THERMAL AND MOISTURE PROTECTION Section 07542 Mechanically Attached Polyvinyl - Chloride (Pvc) Roofing 12 Section 07591 Reroofing Preparation 5 Section 07620 Sheet Metal Flashing and Trim 5 Section 07710 Roof Curbs and Accessories 3 Section 07920 Joint Sealants 4 DIVISION 9 FINISHES Section 09900 Painting 9 DIVISION 15 MECHANICAL Section 15010 Section 15020 Section 15050 Section 15250 Section 15410 Section 15460 Section 15732 Section 15880 Section 15900 Mechanical Work, General 7 Demolition & Remodeling 2 Basic Materials and Methods 9 Insulation 6 Piping Systems 12 Fuel Gas Piping & Equipment 3 Rooftop Air Conditioners And Unit Heaters 9 Air Distribution System 5 Controls & Automation 7 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 TABLE OF CONTENTS Page 2 Number of Section No. Title Pages Section 15950 Testing, Adjusting, and Balancing 6 DIVISION 16 ELECTRICAL Section 16010 General Provisions 7 Section 16020 Existing Conditions 2 Section 16050 Basic Materials & Methods 5 Section 16150 Electrical Workmanship 3 APPENDIX DOCUMENTS SiteIFolio General Contractor User Guide 13 END OF TABLE OF CONTENTS MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 DOCUMENT 00020 INVITATION TO BID ARCHITECT: MULVANNY G2 ARCHITECTURE 1110 - 112th Avenue NE, Suite 500 Bellevue, Washington 98004 PROJECT: COSTCO WHOLESALE Warehouse Re -Roof Warehouse No. 06 400 Costco Drive Tukwila, Washington 98188 MG2 # 93- 0440 -24 INVITATION TO BID 1. NOTICE TO GENERAL CONTRACTORS A. Post your bids for this project to sitelfolio, to be received by Costco Wholesale, in care of the Architect, by 2:00 p.m. (Pacific Time) on June 29, 2010. Post the completed Bid Breakdown in the "Form of Bid Proposal" Document, following instructions in Document 00350 "Form of Bid Proposal ". B. Proposals received after the time and date stated above will not receive consideration. C. Prepare and submit the "Contract Bid Book" in a PDF electronic copy via sitelfolio within 24 hours and in a three -ring binder within three business days of the bid posting date, following instructions in Document 00100 "Instructions to Bidders ". D. Prepare and submit the "Labor and Equipment Rates" in a PDF electronic copy via sitelfolio within 24 hours of the bid posting date, following instructions in Document 00100 "Instructions to Bidders ". 2. DESCRIPTION OF THE WORK A. The project involves complete tear -off of the existing roof system down to plywood deck and installation of new single -ply membrane roof system over the existing Costco Wholesale Warehouse. Other Work includes, but not limited to, repairing and /or replacing existing damaged plywood deck, removing existing and install new flashing at roof perimeter, removing abandoned rooftop equipment and infilling with new roof, raising existing roof curbs to accommodate thickness of new roof, providing new prefabricated roof curbs, removing unused piping and conduit on roof, and flushing downspouts and roof drains. B. The contract award with the successful bidder will be in one contract agreement with Owner. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 DOCUMENT 00020 Page 2 INVITATION TO BID 3. GENERAL CONTRACTOR BID LIST A. The following contractor has been selected to bid this project: FERGUSON CONSTRUCTION 7433 5th Avenue South P.O. Box 80867 Seattle, Washington 98108 Ph: (206) 767 -3810 Fax: (206) 767 -7342 Contact: Justin Armstrong 4. BID OPENING A. Bids will be opened privately at the time and location indicated above. 5. BIDDING AND CONSTRUCTION DOCUMENTS A. Bidding and Construction Documents are available on sitelfolio for downloads by the General Contractor only. 6. RIGHT TO REJECT BIDS A. The Owner reserves the right to waive irregularities in or to reject any and /or all bid proposals. END OF INVITATION TO BID MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 DOCUMENT 00100 INSTRUCTIONS TO BIDDERS ARCHITECT: MULVANNY G2 ARCHITECTURE 1110 - 112`h Avenue NE, Suite 500 Bellevue, Washington 98004 PROJECT: COSTCO WHOLESALE Warehouse Re -Roof Warehouse No. 06 400 Costco Drive Tukwila, Washington 98188 MG2 # 93- 0440 -24 INSTRUCTIONS TO BIDDERS Proposals to be entitled to consideration must be made in accordance with the following instructions: 1. GENERAL A. Invitation to Bid, as included in the Specifications, shall be considered as a part of these Instructions to Bidders as if repeated herein. 2. EXAMINATION OF SITE AND DOCUMENTS A. Before submitting a proposal, the bidder shall: 1) Carefully examine the Drawings and Specifications, Addenda, Reports and other information furnished to the bidders, 2) Visit the site of the work and become fully informed about existing conditions and limitations, and 3) Rely on the bidder's judgment in preparing the proposal, and include in the bid a sum sufficient to cover all items required by the Contract. 3. INTERPRETATIONS A. Questions regarding Drawings and Specifications should be addressed to the Architect via the bidding General Contractors only and will be answered by addenda addressed to all bidders. Subcontractors are to address all questions to the General Contractor only. The Architect will not respond to Subcontractor questions that have not been received from the General Contractor. Neither the Owner nor the Architect will be responsible for oral interpretations. B. The General Contractor is required to notify the Architect of all discrepancies contained in the bidding documents. In the event of an un- clarified discrepancy the contractor is required to bid the item of greater costs. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 DOCUMENT 00100 Page 2 INSTRUCTIONS TO BIDDERS C. Questions received less than 48 hours before the time set for bid opening cannot be answered. All addenda issued during the bidding period will be incorporated into the Contract. 4. FORM OF BID A. Submit bid, on the form furnished by the Architect, without alterations in the form, or any recapitulation of the work to be done. Fill in all blank spaces in the form, in accordance with the portion or portions of work bidding upon. Sign the bid form Signature Sheet in longhand. Failure to bid on all items listed in the bid form may cause rejection of the bid. If a bidder is a partnership, each partner must sign; if a corporation, print name of state in which incorporated, followed by the signature or signatures of the person(s) authorized to sign, and the names of the offices they hold in the corporation. Written, telegraphic, and hard copy bid form, or modifications of bid form will not be considered. 5. MODIFICATIONS OF BIDS A. Modifications of bids after set date and time will not be considered. 6. SUBSTITUTIONS A. General: Substitutions are not allowed, unless unforeseen circumstances prevent the Contractor from providing the products, equipment, or other items specified in the technical specifications or indicated on the Drawings. B. Substitution Requests: Only substitution requests received from a General Contractor will be reviewed or considered. The Architect will not respond to substitution requests from suppliers, vendors, subcontractors, or other sources that are not a General Contractor. C. Substitution Procedure Prior to Signing Contract between Owner and General Contractor: 1) Whenever the item or class or material is specified exclusively by detail specification, trade name, mfg. name, or by catalog reference; use only such items. No substitutions allowed. 2) All other items not specified as described above, submit a copy of the "Substitution Request Form" at the end of this section. Submit the completed form together with product literature and applicable drawings, to the Architect via the bidding General Contractor, for approval. By signing the Substitution Request Form, the Applicant guarantees the substitution to be equal to or better in every respect to the original specification. 3) Architect will issue addenda listing all substitutions requests that have been approved. D. Substitution Procedure After Contract Signing Between Owner and General Contractor: 1) Should the Contractor find it necessary to substitute items, equipment, etc., after the contract is signed, submit a copy of the "Substitution Request Form" at the end of this section. Submit the completed form together with product literature and applicable drawings, to the Architect for approval prior to awarding a contract to the subcontractor or supplier. Substitution requests by sales persons or subcontractors are not acceptable. 2) Substitutions shall yield a value to the work, such as a credit to the Owner, savings of time, or better quality product. The Contractor guarantees the substitution to be equal MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 DOCUMENT 00100 Page 3 INSTRUCTIONS TO BIDDERS to or better in every respect to the original specification. The Contractor assumes responsibility that substitution will fit the project regarding space, access and service utility requirements. 3) Do not incorporate substitutions in the work until after the Architect has approved them. 7. ALTERNATE BIDS A. Except as stated above, alternate bids other than those listed in the bid form, will not be considered. 8. SUBMISSION OF BID A. Submit bids addressed to Owner. Deliver as required by the "Invitation to Bid ". B. Bidder is responsible for delivery of the bid at or before the time set for opening. Architect will verify the correct time and control the time set. Bids not received at or before the time set will be rejected. 9. EVIDENCE OF QUALIFICATION A. A bidder whose proposal is under consideration shall, upon request, promptly furnish satisfactory evidence of his financial resources, his experience and the organization he has available for the performance of the contract. 10. WITHDRAWAL OF BIDS A. Any bidder may withdraw his /her bid, by written request, at any time prior to the hour set for the bid opening. No bid may be withdrawn or modified after the time set for opening unless and until the award of contract is delayed for a period exceeding 30 days. 11. PERFORMANCE BOND AND PAYMENT BOND A. Prior to signing the contract, the Owner may require the Contractor to secure and pay for a Performance Bond and a Payment Bond for labor, materials, and equipment used in the performance of the work. Each of the bonds shall be 100 percent of the contract sum, and issued by a Surety or a Bonding Company licensed to transact business in the jurisdiction of the project. 1) Use AIA Document A312 "Performance Bond and Payment Bond" for this purpose, or an equivalent form standard to the surety or a bonding company that is acceptable to the Architect. 2) Prior to purchasing the bonds, obtain written confirmation from the Architect and the Owner. 3) Deliver bonds in accordance with Par. 11.5. of the General Conditions. 4) Increase the bond amount with each Change Order increase, so the final bond amount reflects the final contract total. 12. CONTRACT BID BOOK A. Assemble and submit a "Contract Bid Book" containing all tabulated subcontractor bids, together with identifying the subcontractors that will likely be used for the work within each trade, and a comprehensive breakdown of the General Conditions. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 DOCUMENT 00100 Page 4 INSTRUCTIONS TO BIDDERS 1) Submit one hard copy in the form of a three -ring binder and one PDF electronic copy, as required by Document 00020 "Invitation to Bid ". 2) The Owner reserves the right to exercise formal approval of all major subcontracts. Incorporate this approval into the construction contract. 13. LABOR AND EQUIPMENT RATES A. Assemble and submit a list of Labor and Equipment Rates for ALL major trades and subcontractors. 1. Labor Rates: Provide labor rates for all trades and labor categories that are to be utilized on this Project. a. Labor rates shall reflect hourly base rate, fringe rates and all other burdens and the total hourly rate. b. Labor rates shall identify overtime rates including base rate, fringe rates and all other burdens and the total hourly rate. 2. Equipment Rates: a. Equipment rates shall reflect total hourly rate, including but not limited to fuel, maintenance, insurance profit and overhead. b. Equipment rates shall identify labor classification required for operation. Operator rates shall be provided according to labor rate breakdown above. c. All equipment to be utilized for this Project is to be identified. 14. REJECTION OF BIDS A. The Owner reserves the right to reject any and all bids. 15. PROJECT TIME SCHEDULE A. Project must be substantially complete on or before October 4, 2010. Construction on the project is to proceed as quickly as possible, with minimum disruption to the warehouse operations. B. Prepare and submit a Critical Path Method (CPM) Construction Schedule in accordance with the requirements of Section 01330, showing milestone events and a schedule timeline. Coordinate closely with Architect to evaluate schedule and current progress. END OF INSTRUCTIONS TO BIDDER MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06 /08/2010 PROJECT: DOCUMENT 00100 Page 5 INSTRUCTIONS TO BIDDERS SUBSTITUTION REQUEST FORM We hereby submit for your review the following substitution for the following specified material for the above project. Section Paragraph Specified Product PROPOSED SUBSTITUTION: Attach complete technical data, including samples, if applicable, in duplicate. Include complete information on changes to Drawings and /or Specifications which proposed substitution will require for its proper installation. A. Does the substitution affect dimensions shown on Drawings in any way? B. Will the undersigned pay for any changes to the design, including engineering and detailing costs caused by the requested substitution? C. What effect does the substitution have on other trades? D. What are the differences between the substitution and specified product? E. Difference between the Manufacturer's guarantee of the proposed substitution and specified product? SUBMITTED BY: 0 APPROVED 0 NOT APPROVED SIGNATURE SIGNATURE FIRM TITLE DATE DATE MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 DOCUMENT 00100 Page 6 INSTRUCTIONS TO BIDDERS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re-Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 DOCUMENT 00350 FORM OF BID PROPOSAL Date: ARCHITECT: MULVANNY G2 ARCHITECTURE 1110 - 112th Avenue NE, Suite 500 Bellevue, Washington 98004 PROJECT: COSTCO WHOLESALE Warehouse Re -Roof Warehouse No. 06 400 Costco Drive Tukwila, Washington 98188 MG2 # 93- 0440 -24 BID PROPOSAL Bidder: (Firm Name) To: COSTCO WHOLESALE, INC. The undersigned bidder, having familiarized himself with the terms of the contract, the local conditions affecting the contract, and with the Drawings and Specifications and other Contract Documents, hereby proposes and agrees to provide all labor, material, equipment, and services necessary to complete in a workmanlike manner all work required in connection with the construction of: All in strict accordance to Drawings, Specifications, and other Contract Documents; hereby submit a combined base bid as follows: 1. COMBINED BASE BID: (USD $ ) 2. GENERAL CONTRACTOR BID BREAKDOWN A. Breakdowns of Bid Proposal: 1) The bid breakdown form, organized by CSI Sections and Divisions shall be submitted by all bidders, to the Owner, in care of the Architect, by 2:00 p.m. the day bids are due. Failure to submit this form by this time and date may disqualify the bidder. a) The Bid will be submitted on the Form of Bid Proposal in Microsoft Excel Spreadsheet provided to the Contractor by the Architect. Post the Form of Bid Proposal, along with the PDF electronic copy of the Signature Sheet, to sitelfolio. The Form of Bid Proposal shall not be modified or changed in any way. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/15/2010 DOCUMENT 00350 Page 2 FORM OF BID PROPOSAL b) The bidder will also be required to submit a separate "Contract Bid Book" and "Labor and Equipment Rates" as described in Document 00020 "Invitation to Bid" and Document 00100 "Instructions to Bidders ". 2) The Bid Breakdown will be used by the bidding General Contractor(s) and shall not be changed after submission of bid unless specifically approved by Architect and Owner in writing. a) If the costs and the subcontractor names are not listed at the time of submission (as shown below), the Owner reserves the right to reject the General Contractors bid. b) At the Architect's request, the Contractor shall supply subcontractor and /or labor, material and quantity back up for any values listed in the Bid Breakdown that the Architect deems necessary. 3) The contract award with the successful bidder will be in one contract agreement with Owner. AMOUNT Sub- Proprietary 4) OFF -SITE BREAKDOWN US ($) Contractor Supplier a (Not Applicable) 5) ON-SITE BREAKDOWN a (Not Applicable) AMOUNT Sub- Proprietary US ($) Contractor Supplier 6 MAIN BUILDING & TIRE CENTER BREAKDOWN AMOUNT Sub- Proprietary US ($) Contractor Supplier a DIVISION 2 DEMOLITION 1 Interior Dismantle & Removal $ 2 Demolition - Other $ a DIVISION 3 CONCRETE 1 Cast -in -Place Concrete $ 2 Precast Wall Panels $ 3 Reinforcing Steel $ b DIVISION 4 MASONRY 1 Unit Masonry w/ Reinforcement $ c DIVISION 5 METALS $ 1 Steel Decking at Mezzanines $ 2 Steel Deck Lids at Vault & Pharmacy $ 3 Metal Fabrications $ 4 Expansion & Seismic Joints $ d DIVISION 6 WOOD & PLASTICS 1 Miscellaneous Carpentry $ e DIVISION 7 THERMAL & MOISTURE PROTECTION 1 Water Repellents $ 2 Building Insulation (Except Metal Bldg Insulation) $ 3 Exterior Insulation & Finish System w/ Framing $ 4 Single -Ply Membrane Roofing $ 5 Parapet Cap Flashing Sheet Metal $ COSTCO WHOLESALE Warehouse Re -Roof MULVANNYG2 ARCHITECTURE 400 Costco Drive Tukwila, Washington 98188 MG2 # 93- 0440 -24 Printed on 06/15/2010 DOCUMENT 00350 Page 3 FORM OF BID PROPOSAL 6 Other Flashing & Sheet Metal $ 7 Roof Accessories $ 8 Sealants $ f DIVISION 8 DOORS & WINDOWS 1 Steel Doors & Frames $ 2 Wood Doors $ 3 Coiling & Sectional Doors $ 4 Aluminum Storefronts & Entrances $ 5 Aluminum Sliding Entrance Doors $ 6 Door Hardware $ 7 Exit Hardware Low Voltage Connections $ 8 Glass & Glazing $ g DIVISION 9 FINISHES 1 Gypsum Wallboard w/ Framing $ 2 Ceramic Tile $ 3 Acoustic Ceiling Systems $ 4 Resilient Flooring $ 5 Carpeting $ 6 Polymer Flooring $ 7 Painting $ 8 Stainless Steel & Fiberglass Reinforced Plastic Panels $ h DIVISION 10 SPECIALTIES 1 Toilet Compartments $ 2 Signage $ 3 Toilet Accessories $ 4 Miscellaneous Specialties $ DIVISION 11 EQUIPMENT 1 Refrigeration Equipment (By Owner) $ 2 Refrigeration Installation (By Owner) $ 3 Dock Equipment $ j DIVISION 13 SPECIAL CONSTRUCTION 1 Metal Building System Erection $ 2 Union Labor — MBS Erection $ k DIVISION 14 CONVEYING SYSTEM 1 Elevator $ DIVISION 15 MECHANICAL 1 Fire Sprinkler Protection (Section 13910) $ 2 Mechanical HVAC Installation (Equipment SOIC) $ 3 Mechanical Piping & Plumbing $ m DIVISION 16 ELECTRICAL 1 Labor $ 2 Conduits, Wiring, Boxes, Power Distribution $ 3 Light Fixtures $ 4 Lamps $ 5 Panel Boards, Switch Gear, Under Floor Duct $ 6 Fire Alarm / Life Safety System (Section 13850) $ MULVANNYG2 ARCHITECTURE HTI Polymer COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive. MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/15/2010 DOCUMENT 00350 Page 4 FORM OF BID PROPOSAL n OVERHEAD & PROFIT 1 General Conditions $ 2 Contractors Overhead & Profit $ 3 Fair Wages Policy Included 4 Building Risk Insurance $ 5 Liability Insurance $ o SUB -TOTAL MAIN BUILDING $ 7) CONSTRUCTION COST SUMMARY a Total OFF -Site $ b Total ON -Site $ c Total Building Cost $ d Total Combined Base Bid $ e Total Combined WA Sales Tax f TOTAL PROJECT COSTS WITH ABOVE TAXES ALL VALUES IN US DOLLARS 3. ALTERNATES A. The combined base bid does not include alternate prices as listed below. The listed alternates are described in detail in Section 01230 "Alternates ", and make provisions for certain additions, deletions, or substitutions. Alternate acceptance, if any, will be added to or deleted from the combined base bid. Owner reserves the right to accept or reject any or all alternates. General Contractor shall furnish Owner with alternate cost. 1) ALTERNATE NO. 1: Provide 100 Percent Performance and Payment Bond. (Add) (Deduct) ) ($ ). 4. UNIT PRICES A. The Unit Prices listed below are described in Section 01270 "Unit Prices" and include material, delivery, installation, insurance, applicable taxes, overhead, and profit — B. See Electronic Bid Form for List of Unit Prices. 5. OVERHEAD AND PROFIT A. Combined base bid and alternate bids listed include Contractor overhead and profit. 6. CHANGE ORDERS A. All extra work not included in the Contract, if requested, will be performed by the Contractor by material and labor costs plus overhead and profit. Changes in the contract amount will be made in conformance with Section 01250 "Contract Modifications." 1) Ten percent (overhead and profit) will be added or deleted accordingly by the sub- contractor completing the work; 5 percent (overhead and profit) will be added or deleted accordingly by the General Contractor for the sub - contractor's work. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/15/2010 DOCUMENT 00350 Page 5 FORM OF BID PROPOSAL 2) Ten percent (overhead and profit) will be added or deleted by the General Contractor for work performed by the General Contractor. 3) In no case shall the total mark -up exceed 20 percent, for total change in cost due to a Change Order for work by the General Contractor, subcontractors, and sub - subcontractors. 4) Follow the written format and instructions of the Change Order Proposal Form provided by the Architect. 7. SALES TAX A. State of Washington sales tax is not included in the Base Bid. It will be added to each payment request as it is submitted. Sales Tax is not included in Alternates. 8. WARRANTIES A. The Contractor shall provide and pay for any and all warranties as identified in the Contract Documents. 9. TIME OF COMPLETION A. The undersigned hereby agrees to complete the work in accordance with the Construction Schedule Requirements in the contract and as follows: 1) Commencement of Building Construction Date: July 26, 2010. 2) Substantial Completion Ready for Punch List Date: October 4, 2010. 3) Final Completion Date: October 14, 2010. 10. LIQUIDATED DAMAGES A. The undersigned hereby agrees to pay the Owner liquidated damages for contracts: USD $0 to under $500,000.00 USD $500.00 per day USD $500,000.00 to under $1,000,000.0 USD $2,500.00 per day USD $1,000,000.00 and over USD $5,000.00 per day for each consecutive calendar day the work remains uncompleted after the date of Substantial Completion. 11. CONTRACT BONDS A. If the undersigned is notified of the acceptance of this bid within 30 calendar days after the time set for opening of bids, he agrees to execute a contract for the above work, for a compensation computed from the above sums, in AIA Form of Agreement A -101, and to furnish performance and payment bonds if required by the Owner. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/15/2010 DOCUMENT 00350 Page 6 FORM OF BID PROPOSAL 12. ADDENDA A. Receipt of addenda is hereby acknowledged as follows: B. Addenda Nos. Date 13. GENERAL CONTRACTOR SIGNATURE A. See Signature Sheet sample form attached. END OF FORM OF BID PROPOSAL MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/15/2010 FORM OF BID PROPOSAL SIGNATURE SHEET ARCHITECT: MULVANNY G2 ARCHITECTURE 1110 - 112th Avenue NE, Suite 500 Bellevue, Washington 98004 PROJECT: COSTCO WHOLESALE Warehouse Re -Roof Warehouse No. 06 400 Costco Drive Tukwila, Washington 98188 MG2 # 93- 0440 -24 DOCUMENT 00350 Page 7 FORM OF BID PROPOSAL CONSTRUCTION COST SUMMARY Total Off -Site Cost: Total On -Site Cost: Total Building Cost: Total Combined Base Bid: Total Sales Tax: Total Project Costs with Sales Tax: TIME OF COMPLETION Commencement of Building Construction Date: July 26, 2010. Substantial Completion Ready for Punch List Date: October 4, 2010 Final Completion Date: October 14, 2010. GENERAL CONTRACTOR SIGNATURE Signature Date Printed Name and Title License Number Name of Company Telephone Number Street Address City, State, Zip Code MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/15/2010 DOCUMENT 00350 Page 8 FORM OF BID PROPOSAL (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/15/2010 !AIA1 �Document A201 TM 2007 General Conditions of the Contract for Construction for the following PROJECT: (Name and location or address) I• THE OWNER: (Name, legal status and address) Costco Wholesale 999 Lake Drive Issaquah, WA 98027 THE ARCHITECT: (Name, legal status and address) MulvannyG2 Architecture 11.10 - 112th. Ave. N.E., #500 Bellevue, WA 98004 TABLE'OF-ARTICLES 1 GENERAL PROVISIONS 2 OWNER 3 CONTRACTOR 4 ARCHITECT 5 SUBCONTRACTORS 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS • CHANGES IN THE WORK TIME 9 PAYMENTS AND COMPLETION 10 PROTECTION OF PERSONS AND PROPERTY 11 INSURANCE AND BONDS 12 UNCOVERING AND CORRECTION OF WORK 13 MISCELLANEOUS PROVISIONS 14 TERMINATION OR SUSPENSION OF THE CONTRACT 15 CLAIMS AND DISPUTES IniL ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. AIA Document A201 TM — 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. • User Notes: (1248145208) INDEX (Numbers and Topics in Bold are Section Headings) Acceptance of Nonconforming Work 9.6 :6,:9.9.3, 123 Acceptance of Work 9.6.6, 9.8.2, 9.9.3, 9.10.1, 9.10.3, 12.3 Access to Work 6.2.1, 12:1 Accident Prevention .10 Acts and Omissions. 3.2 ;;3.3.2 ,3:]2:8,3.18,4.2.3,8.3.1,9.5.1, 10.2.5, 10.2.8, 13.4.2, 13.7.1, 14.1,•15:2 .Addenda 11.1,3.11.1 Additional Costs, Claims'foi .. 3.7.4,;3.7.5,6:1.1;7.3 :7:5, 10.3, 15.1.4 Additional' Inspections :`and Testing 9 :4:2; 9.8.3 ;'12:2.1,13:5' 'Additional Insured Init. ;Additional Time, Cl'aims.for 3:7.5; 3:10:2.8.3.2;;15.1.5 Administration,,of'the Contract r. Advertisement or Invitation'to Bid Aesthetic Effect Allowances 3.8, 7.3.8: All insurance ] :3.1, 11.3.1.1 'Applications for Payment .::.4.2.5,.7 :3:9, 9.2, 93 , 9.4, 9:5:1 - ;.9:6:3 _9.7.1 9.10 11.1.3 Approvals 2 :1:1, 2.2.2, 2.4, 3.13; 3:10:2 ;3.12.8, 3.12.9, 3.12.10, 4.2.7, 9.3.2,.13.5.I Arbitration 8 .3.1,11.3.10,13.1.1,15.3.2,15.4 ARCHITECT Architect, Definition -of 4.1.1 .Architect, Extent of Authority 2 :4.1 ;.3.12.7,'4.1, 4.2, 5.2, 6.3.1, 7.1.2, 7.3.7, 7.4, 9:2.1,9.3.1;9. 4,•9.5,9.6.3,9.8,9.10.1,9.10.3, 12.1, 12.2.413.5. 1, 13.5.2, 14.2.2, 14.2.4, 15.1.3, 15.2.1 Architect,• Limitations of Authority and Responsibility 2.1.1, 3.12.4, 3.12.8, 3.12.10, 4.1.2, 4.2.1, 4.2.2, 4.2.3, 4.2.6, 4.2.7, 4.2.10, 4.2.12, 4.2.13, 5.2.1, 7.4.1, 9.4.2, 9.5.3, 9.6.4, 15.1.3, 15.2 Architect's Additional Services and Expenses 2.4.1,11.3. 1.1,12.2.1,13.5.2,13.5.3,14.2.4 Architect's Administration of the Contract 3.1.3, 4.2, 3.7.4, 15.2, 9.4.1, 9.5 Architect's Approvals 2.4.1, 3.1.3, 3.5.1, 3.10.2, 4.2.7 Architect's Authority to Reject Work 3.5.1, 4.2.6, 12.1.2, 12.2.1 Architect's Copyright 1.1.7, 1.5 Architect's Decisions 3.7.4, 4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 4.2.14, 6.3.1, 7.3.7, 7.3.9, 8.1.3, 8.3.1, 9.2.1, 9.4.1, 9.5, 9.8.4, 9.9.1, 13.5.2, 15.2, 15.3 Architect's Inspections 3.7.4, 4.2.2, 4.2.9, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 13.5 Architect's Instructions 3.2.4, 3.3.1, 4.2.6, 4.2.7, 13.5.2 Architect's Interpretations 4.2.11, 4.2.12 Architect's Project Representative 4.2.10 Architect's Relationship with Contractor 1.1.2, 1.5, 3.1.3, 3.2.2, 3.2.3, 3.2.4, 3.3.1, 3.4.2, 3.5.1, 3.7.4, 3.7.5, 3.9.2, 3.9.3, 3.10, 3.11, 3.12, 3.16, 3.18, 4.1.2,4.1.3,4.2,5.2 ,6.2.2,7,8.3.1,9.2,9.3,9.4,9.5, 9.7, 9.8, 9.9, 10.2.6, 10.3, 11.3.7, 12, 13.4.2, 13.5, 15.2 Architect's Relationship with Subcontractors 1.1.2, 4.2.3, 4.2.4, 4.2.6, 9.6.3, 9.6.4, 11.3.7 Architect's Representations 9.4.2, 9.5.1, 9.10.1 Architect's Site Visits 3.7.4, 4.2.2, 4.2.9, 9.4.2, 9.5.1, 9.9.2, 9.10.1, 13.5 Asbestos 10.3.1 Attorneys' Fees 3.18.1, 9.10.2, 10.3.3 Award of Separate Contracts 6.1.1, 6.1.2 Award of Subcontracts and Other Contracts for Portions of the Work 5.2 Basic Definitions 1.1 Bidding Requirements 1.1.1, 5.2.1, 11.4.1 Binding Dispute Resolution 9.7.1, 11.3.9, 11.3.10, 13.1.1, 15.2.5, 15.2.6.1, 15.3.1, 15.3.2, 15.4.1 Boiler and Machinery Insurance 11.3.2 Bonds, Lien 7.3.7.4, 9.10.2, 9.10.3 Bonds, Performance, and Payment 7.3.7.4, 9.6.7, 9.10.3, 11.3.9, 11.4 AIA Document A201' — 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAe Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) Init. Completion, Substantial 4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.10.3, 12.2, 13.7 Compliance with Laws 1.6.1, 3.2.3, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 9.6.4, 10.2.2, 11.1, 11.3, 13.1, 13.4, 13.5.1, 13.5.2, 13.6, 14.1.1, 14.2.1.3, 15.2.8, 15.4.2, 15.4.3 Concealed or Unknown Conditions 3.7.4, 4.2.8, 8.3.1, 10.3 Conditions of the Contract 1.1.1, 6.1.1, 6.1.4 Consent, Written 3.4.2, 3.7.4, 3.12.8, 3.14.2, 4.1.2, 9.3.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3, 11.3.1, 13.2, 13.4.2, 15.4.4.2 Consolidation or Joinder 15.4.4 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 1.1.4, 6 Construction Change Directive, Definition of 7.3.1 Construction Change Directives 1.1.1, 3.4.2, 3.12.8, 4.2.8, 7.1.1, 7.1.2, 7.1.3, 7.3, 9.3.1.1 Construction Schedules, Contractor's 3.10, 3.12.1, 3.12.2, 6.1.3, 15.1.5.2 Contingent Assignment of Subcontracts 5.4, 14.2.2.2 Continuing Contract Performance 15.1.3 Contract, Definition of 1.1.2 CONTRACT, TERMINATION OR SUSPENSION OF THE 5.4.1.1, 11.3.9, 14 Contract Administration 3.1.3, 4, 9.4, 9.5 Contract Award and Execution, Conditions Relating to 3.7.1, 3.10, 5.2, 6.1, 11.1.3, 11.3.6, 11.4.1 Contract Documents, The 1.1.1 Contract Documents, Copies Furnished and Use of 1.5.2, 2.2.5, 5.3 Contract Documents, Definition of 1.1.1 Contract Sum 3.7.4, 3.8, 5.2.3, 7.2, 7.3, 7.4, 9.1, 9.4.2, 9.5.1.4, 9.6.7, 9.7, 10.3.2, 11.3.1, 14.2.4, 14.3.2, 15.1.4, 15.2.5 Contract Sum, Definition of 9.1 Contract Time 3.7.4, 3.7.5, 3.10.2, 5.2.3, 7.2.1.3, 7.3.1, 7.3.5, 7.4, 8.1.1, 8.2.1, 8.3.1, 9.5.1, 9.7.1, 10.3.2, 12.1.1, 14.3.2, 15.1.5.1, 15.2.5 AIA Document A201TM — 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAe Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/2612009 under Order No.2992565137 1 which expires on 05/13/2010, and is not for resale. — User Notes: (1248145208) Contract Time, Definition of 8.1.1 "CONTRACTOR ;Contractor, Definition of 3.1, 6.1.2 ;Contractor's Construction Schedules :3x0,`3.12.1, 3.12.2, 6.1.3, 15.1.5.2 Contractor's Employees 3 ;3:2, 3.4.3, 3;8.1, 3.9;:3.18.2, 4.2.3, 4.2.6, 10.2, 10.3, '.;11.1.1, 11.3.7,.14.1, I4 :2:1.1, Contractor's Liabilitylnsurance ;11 :1 ..Contractor's Relationship with Separate Contractors :and Owner'sForces •3:12.5, 3.14.2;4.2.4, 6, 11.3.7, 12.1.2, 12.2.4 Contractor's Relationship with Subcontractors 1.2.2 ;3:3.2, 3.18:.1 ;3.18:2,•5, 9.6.2, 9.6.7, 9.10.2, i1.3.1.'2,:11.3.7,11.3.8 Contractor's Relationship with the Architect 1:1:2;1:'5, 31.3,3.2:2; ;3:2.3, 3.2.4 3.3.1, 3.4.2, 3.5.1, 3:7:4 3.10;:;3:11, 3:12, 3 :16, 3 :1 8, 4.1.3, 4.2, 5.2, 7,.8:3.1, 9:2 9.3, 9.4;:9:5, .9.7, 9.8, 9.9, 10.2.6, %10:3, 11•.3.7, 12,13.5, 15:1:2, 15.2.1 ..Contractor's Representations 3 :2:2,3:5.1, 3 :12 :6,6:2.2; 8.2.1, 9.3.3, 9.8.2 Contractor's Responsibility'for Those Performing the -Work. 3.3 :2,'3 :18,5.3.1,6.1 :3,.6:2,9.5.1, 10.2.8 Contractor's Review of Contract Documents Init. Contractor's Right:to Stop the Work Contractor's Right to Terminate the Contract 14.1, 15.116..:. 'Contractor's Submittals 3:10;31'1,3.12.4;4 .2.7,5.2.1,5.2:3,9.2,9.3,9.8.2, 9.8.3 ;9:9.1, 9.10.2, 9.10.3, 1 1.1.3, 11.4.2 Contractor's Superintendent 3:9;.10.2.6 .Contractor's Supervision and. Construction Procedures 1.2.2,3.3,3.4,3 .12.10,4.2.2,4:2.7,6.1.3,6.2.4, 7.1.3, 7.3.5, 73.7, 8.2, 10, 12, 14, 15.1.3 Contractual. .Liability Insurance 11.1.1.8, 11 :2 Coordination and Correlation 1.2, 3.2.1, 3.3.1, 3.10, 3.12.6, 6.1.3, 6.2.1 Copies Furnished of Drawings and Specifications 1 5, 2:2 :5, 3.1 ] Copyrights 1,5, 3.17 Correction of Work 2.3, 2.4, 3.7.3, 9.4.2, 9.8.2, 9.8.3, 9.9.1, 12.1.2, 12.2 Correlation and Intent of the Contract Documents 1.2 Cost, Definition of 7.3.7 Costs 2.4.1, 3.2.4, 3.7.3, 3.8.2, 3.15.2, 5.4.2, 6.1.1, 6.2.3, 7.3.3.3, 7.3.7, 7.3.8, 7.3.9, 9.10.2, 10.3.2, 10.3.6, 11.3, 12.1.2, 12.2.1, 12.2.4, 13.5, 14 Cutting and Patching 3.14, 6.2.5 Damage to Construction of Owner or Separate Con tractors 3.14.2, 6.2.4, 10.2.1.2, 10.2.5, 10.4, 11.1.1, 11.3, 12.2.4 Damage to the Work 3.14.2,9.9.1,10.2. 1.2,10.2.5,10.4.1,11.3.1,12.2.4 Damages, Claims for 3.2. 4,3.18,6.1.1,8.3.3,9.5.1,9.6.7, 10.3.3, 11.1.1, 11.3.5, 11.3.7, 14.].3, 14.2.4, 15.1.6 Damages for Delay 6.1.1, 8.3.3, 9.5.1.6, 9.7, I0.3.2 Date of Commencement of the Work, Definition of 8.1.2 Date of Substantial Completion, Definition of 8.1.3 Day, Definition of 8.1.4 Decisions of the Architect 3.7.4, 4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 15.2, 6.3, 7.3.7, 7.3.9, 8.1.3, 8.3.1, 9.2.1, 9.4, 9.5.1, 9.8.4, 9.9.1, 13.5.2, 14.2.2, 14.2.4, 15.1, 15.2 Decisions to Withhold Certification 9.4.1, 9.5, 9.7, 14.1.1.3 Defective or Nonconforming Work, Acceptance, Rejection and Correction of 2.3.1, 2.4.1, 3.5.1, 4.2.6, 6.2.5, 9.5.1, 9.5.2, 9.6.6, 9.8.2, 9.9.3, 9.10.4, 12.2.1 Defective Work, Definition of 3.5.1 Definitions 1.1, 2.1.1, 3.1.1, 3,5.1, 3.12.1, 3.12.2, 3.12.3, 4.1.1, 15.1.1, 5.1, 6.1.2, 7.2.1, 7.3.1, 8.1, 9.1, 9.8.1 Delays and Extensions of Time 3.2., 3.7.4, 5.2.3, 7.2.1, 7.3.1, 7.4.1, 8.3, 9.5.1, 9.7.1, 10.3.2, 10.4.1, 14.3.2, 15.1.5, 15.2.5 Disputes 6.3.1, 7.3.9, 15.1, 15.2 Documents and Samples at the Site 3.11 Drawings, Definition of 1.1.5 Drawings and Specifications, Use and Ownership of 3.11 Effective Date of Insurance 8.2.2, 11.1.2 Emergencies 10.4, 14.1.1.2, 15.1.4 AIA Document A201"' — 2007. Copyright ©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAe Document, or any portion of it, may result in severe civil and criminal•penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) Employees, Contractor's 3.3..2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.2, ;10:3,_3;'1.1:1.1, 11.3.7, 14.1, 14.2.1.1 :Equipment, Labor, Materials or 1:1:3;:1:1:6,3.4 ,3.5.1,3.8.2,3.8.3,3.12,3.13.1, 3.15.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.7, 9.3.2, 9.3.3, 9,51`:3;9.10.2, 10.2.1,10.2.4,14.2.1.1,14.2.1.2 '"Execution and Progress of the Work 1.1.3, 1.2.1, 1.2.2, 2.23;:2.2.5, 3.1, 3.3.1, 3.4.1, 3.5.1, 3.10.1,3.12, 3.14;=.4.2, 6.2.2, 7.1.3, 7.3.5, 8.2, 9.9.1,;,10;2, 10.3;:12:2, 14.2, 14.3.1, 15.1.3 '`'•ExtensionsofTime':= ;3:2.4, 3.7.4; >5 - :2;3, 7:2 :1,73, 7.4.1, 9.5.1, 9.7.1, ;103.2, 10.44,44.3;15:14, 15.2.5 . Failure<ofFaymenti': `; 13:6, 14:1.1.3, 14.2.1.2 ..Faulty. Work >(See Defective. or Nonconforming Work) Final Completion and Final Payment 4,2:1;44:9„9.8,2, 9.10;11:12, 11.1.3, 11.3.1, 11.3.5, inaticia I - .Arrangements;.Owner's 13.2.2;1421.1A .Fire and Extended: Coverage Insurance GENERAL PROVISIONS ,1 Governi ng Law 13:1-; :;' Guarantees; (See: Warranty) :.'•Haza'rdous Materials :10.2:4,10:3 Identification• ofSubcontractors and Suppliers ,, •:.:,, . .. Indemnification• 3 :18;'9:10 :2;;10.3.3, 10.3.5, 10.3.6, 11.3.1.2, • . Information and Services Required of the Owner 24.2; 2 :2;3:2.2;3.12.4, 3.12 :10, 6:1.3,6.1.4, 6.2.5, :6 :1. ;.9.6.4, 9.9.2, 9.10.3, 10.3.3, 11.2, 11.4, 13.5.1, :13 :5:2,.14.1.1.4, 141.4;15.1.3, Initial Decision ;Initial Decision Maker; Definition of Initial Decision Maker, Decisions 14 :2.2,14.2.4;15. 2.1;15.2.2,15.2.3,15.2.4,15.2.5 Initial Decision Maker, Extent of Authority .14.2.2,,14.2.4, 15.1.3, 15.2.1, 15.2.2, 15.2.3, 15.2.4, 15:2.5 . :.lnjury or Damage to Person or Property 10.2.8;.10.4.1 lnsjiections 3.1.3, 3.3.3, 3.7.1, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 12.2.1, 13.5 Instructions to Bidders 1.1.1 Instructions to the Contractor 3 .2.4,3.3.1,3.8.1,5.2.1,7,8.2.2, 12, 13.5.2 Instruments of Service, Definition of 1.1.7 Insurance 3.18.1, 6.1.1, 7.3.7, 9.3.2, 9.8.4, 9.9.1, 9.10.2, 11 Insurance, Boiler and Machinery 11.3.2 Insurance, Contractor's Liability 11.1 Insurance, Effective Date of 8.2.2, 11.1.2 Insurance, Loss of Use 11.3.3 Insurance, Owner's Liability 11.2 lnsurance, Property 10.2.5, 11.3 Insurance, Stored Materials 9.3.2, 11.4.1.4 INSURANCE AND BONDS 11 Insurance Companies, Consent to Partial Occupancy 9.9.I, 11.4.1.5 Insurance Companies, Settlement with 11.4.10 Intent of the Contract Documents 1.2.1,4.2.7,4.2.12,4.2.13,7.4 Interest 13.6 Interpretation 1.2.3, 1.4, 4.1.1, 5.1, 6.1.2, 15.1.1 Interpretations, Written 4.2.11, 4.2.12, 15.1.4 Judgment on Final Award 15.4.2 Labor and Materials, Equipment 1.1.3, 1.1.6,3.4,3.5. 1,3.8.2,3.8.3,3.12,3.13,3.15.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.7, 9.3.2, 9.3.3, 9.5.1.3, 9.10.2, 10.2.1, 10.2.4, 14.2.1.1, 14.2.1.2 Labor Disputes 8.3.1 Laws and Regulations 1.5, 3.2.3, 3.6, 3.7, 3.12.10, 3.13.1, 4.1.1, 9.6.4, 9.9.1, 10.2.2, 11.1.1, 11.3, 13.1.1, 13.4, 13.5.1, 13.5.2, 13.6.1, 14, 15.2.8, 15.4 Liens 2.1.2, 9.3.3, 9.10.2, 9.10.4, 15.2.8 Limitations, Statutes of 12.2.5, 13.7, 15.4.1.1 Limitations of Liability 2.3.1, 3.2.2, 3.5.1, 3.12.10, 3.17.1, 3.18.1, 4.2.6, 4.2.7, 4.2.12, 6.2.2, 9.4.2, 9.6.4, 9.6.7, 10.2.5, 10.3.3, 11.1.2, 11.2, 11.3.7, 12.2.5, 13.4.2 AIA Document A201"' — 2007. Copyright ©1911, 1915, 1918, 1925, 1937. 1951, 1958, 1961, 1963, 1966. 1970. 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA19 Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) Init. Limitations of Time 2.1.2,2.2,2.4,3.2.2 ,3.10,3.11,3.12.5,3.15.1,4.2.7, 52 5.4.1 ,6.2.4,7.3,74,8.2,9.2.1,93.1, 9.5,9.6,9.7.1,9.8,9.9,9.10, 11.1.3, :: 1,1:3: l 5 ;`11.3.6, 11.3.10, 12.2, 13.5, 13.7, 14, 15 Loss.of.Use Insurance :.11:3:3•" :Material Suppliers 1..5,3.12.1,4.2.4,4.2 .6;.5.2.1,9.3,9.4.2.9.6.9.10.5 ...Materials, Hazardous :;; 10 :2.4, 10.3:;`..` "= Payment, Final 4.2.1, 4.2.9, 9.8.2, 9.10, 11.1.2, 11.1.3, 11.4.1, 11.4.5, 12.3.1, 13.7, 14.2.4, 14.4.3 Payment Bond, Performance Bond and 7 33.4 ;9 :6.7, 9.10.3, 11.4.9, 11.4 Payments, Progress 9:3; 9.6, 9.8.5, 9.10.3, 13.6, 14.2.3, 15.1.3 PAYMENTS AND COMPLETION 9. Payments to Subcontractors 9.5.1.3, 9.6.2, 9.6.3, 9.6.4, 9.6.7, 11.4.8, '14.2.1.2 PCB 10.3.1 Performance Bond and Payment Bond 7.3.7.4; .9.6.7, 9.10.3, 11.4.9, 11.4 Permits,•Fees, Notices and Compliance with Laws 2.2.2,3.7,3.13,7.3.7.4, 10.2.2 PERSONS AND PROPERTY, PROTECTION OF o..: Polychlorinated Biphenyl .10.3.1 Product Data, Definition of - 3.12.2 'Product-Data and Samples, Shop Drawings 3.1,1, 3.12 ;4.2.7 -:Progress,and Completion 4:2.2 ; 8.2, 9.8, 9.9.1, 14.1.4, 15.1.3 Progress: Payments 9.6,9.8.5,9.10.3, 13.6, 14.2.3, 15.1.3 Project, Definition of the 1.1:4 ' Project Representatives Property "Insurance 10:2.5, -11.3 PROTECTION OF PERSONS AND PROPERTY 10 . .Regulations and Laws 1.5,3:2.3,3.6,3.7, 3.12.10,3.13,4.1.1,9.6.4,9.9.1, 10.2.2, 11.1, 11.4, 13.1, 13.4, 13.5.1, 13.5.2, 13.6, 14, 15,:2.8, 15.4 Rejection of Work 3 :5.1, 4.2.6, 12.21 Releases and Waivers of Liens 9.10.2 Representations 3.2.1, 3.5.1, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.4.2, 9.5.1, 9.8.2, 9.10.1 • Representatives 2.1'.1,3.1.1,3.9, 4.1.1,4.2.1,4.2.2,4.2.10,5.1.1, 5 :1.2 ;13.2.1 Responsibility for Those Performing the Work 3.3.2, 3.18, 4.2.3, 5.3.1, 6.1.3, 6.2, 6.3, 9.5.1, 10 Retainage 9.3.1, 9.6.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3 Review of Contract Documents and Field Conditions by Contractor 3.2, 3.12.7, 6.1.3 Review of Contractor's Submittals by Owner and Architect 3.10.1, 3.10.2, 3.11, 3.12, 4.2, 5.2, 6.1.3, 9.2, 9.8.2 Review of Shop Drawings, Product Data and Samples by Contractor 3.12 Rights and Remedies 1.1.2, 2.3, 2.4, 3.5.1, 3.7.4, 3.15.2, 4.2.6, 4.5, 5.3, 5.4, 6.1, 6.3, 7.3.1, 8.3, 9.5.1, 9.7, 10.2.5, 10.3, 12.2.2, 12.2.4, 13.4, 14, 15.4 Royalties, Patents and Copyrights 3.17 Rules and Notices for Arbitration 15.4.1 Safety of Persons and Property 10.2, 10.4 Safety Precautions and Programs 3.3.1, 4.2.2, 4.2.7, 5.3.1, 10.1, 10.2, 10.4 Samples, Definition of 3.12.3 Samples, Shop Drawings, Product Data and 3.11, 3.12, 4.2.7 Samples at the Site, Documents and 3.11 Schedule of Values 9.2, 9.3.1 Schedules, Construction 3.10,3.12.1,3.12.2,6.1.3, 15.1.5.2 Separate Contracts and Contractors 1.1.4, 3.12.5, 3.14.2, 4.2.4, 4.2.7, 6, 8.3.1, 11.4.7, 12.1.2 Shop Drawings, Definition of 3.12.1 Shop Drawings, Product Data and Samples 3.11, 3.12, 4.2.7 Site, Use of 3.13, 6.1.1, 6.2.1 Site Inspections 3.2.2, 3.3.3, 3.7.1, 3.7.4, 4.2, 9.4.2, 9.10.1, 13.5 Site Visits, Architect's 3.7.4, 4.2.2, 4.2.9, 9.4.2, 9.5.1, 9.9.2, 9.10.1, 13.5 Special Inspections and Testing 4.2.6, 12.2.1, 13.5 Specifications, Definition of the 1.1.6 Specifications, The 1.1.1, 1.1.6, 1.2.2, 1.5, 3.11, 3.12.10, 3.17, 4.2.14 Statute of Limitations 13.7, 15.4.1.1 Stopping the Work 2.3, 9.7, 10.3, 14.1 Stored Materials 6.2.1, 9.3.2, 10.2.1.2, 10.2.4, 11.4.1.4 AIA Document A201'" — 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) Subcontractor, Definition of 5.1.1 SUBCONTRACTORS 5' Subcontractors, Work by 1.2.2, 3.3.2, 3.12.1, 4.2.3, 5.2.3, 5.3, 5.4, 9.3.1.2, 9:6:7 Subcontractual Relations 5.3, 5.4, 9.3.1.2, 9.6, 9.1.0, 10.2.1, 11.4.7, 11.4.8, 14.1, 14.2.1 Submittals 3:10, 3.11,3.12,.4.2.7,'5.2:1,5.2.3,7 9 .8,9.9.1,9.10.2,9.10.3;.:11.1.3 Submittal Schedule: ....'" 3.10.2, 3.12:5, 4.2.7; Subrogation, Waivers'of 6.1:1;11:4:5,;11.3.7 Substantial Completion 4.2:9, 8.1.1,8:1'.3,.8.2.3;9:4.2 ;9.8,9 12:2;13.7 Substantial Completion -Definition 9:8:1 Substitution of Subcontractors 5.2:4 Substitution ;of :Architec "Substitutions of Materials .. 3.4...2,'3.$.1, 7.3:8 Sub-subcontractor.' Definition of Subsurface Conditions 3.7.4:: Suceessors and" Assigns 13.2 Superintendent 3.9;10.2.6 ." Supervision and Construction' Procedures 1.2.2, 3.3; 3.4, 3.12.10, 4.24,4`,..2:7',',6.1.3, 6.2.4, 7;1.3;'7:3.7,.8.2; 8.3.1,:9.4:2;; <101214 15.1.3 ,Surety 54:1.2,9.8.5,9.10.2 9.10.3,:14.2.2, 15.2.7 Surety, Consent of 9.10.2, 9.10.3 Surveys. 2.2.3 Suspension by.the Owner for Convenience 14.3 Suspension of the Work 5.4.2, 14.3 Suspension or Termination of the Contract :5.4:1.],11.4.9,14 Taxes 3.6, 3.8.2.1, 7.3.7.4 Termination by the Contractor 14.1, 15.1.6 Termination by the Owner for Cause 5.4.1.1, 14.2, 15.1.6 .3.7, 9.2, 9.3, .9.1, 9.10.3, of Termination by the Owner for Convenience 14.4 Termination of the Architect 4.1.3 Termination of the Contractor 14.2.2 TERMINATION OR SUSPENSION OF THE CONTRACT 14 Tests and Inspections 3.1.3, 3.3.3, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 10.3.2, 11.4.1.1, 12.2.1, 13.5 TIME 8 Time, Delays and Extensions of 3.2.4, 3.7.4, 5.2.3, 7.2.1, 7.3.1, 7.4.1, 8.3, 9.5.1, 9.7.1, 10.3.2, 10.4.1, 14.3.2, 15.1.5, 15.2.5 Time Limits 2.1.2, 2.2, 2.4, 3.2.2, 3.10, 3.11, 3.12.5, 3.15.1, 4.2, 4.4, 4.5, 5.2, 5.3, 5.4, 6.2.4, 7.3, 7.4, 8.2, 9.2, 9.3.1, 9.3.3, 9.4.1, 9.5, 9.6, 9.7, 9.8, 9.9, 9.10, 11.1.3, 11.4.1.5, 11.4.6, 11.4.10, 12.2, 13.5, 13.7, 14, 15.1.2, 15.4 Time Limits on Claims 3.7.4, 10.2.8, 13.7, 15.1.2 Title to Work 9.3.2, 9.3.3 Transmission of Data in Digital Form 1.6 UNCOVERING AND CORRECTION OF WORK 12 Uncovering of Work 12.1 Unforeseen Conditions, Concealed or Unknown 3.7.4, 8.3.1, 10.3 Unit Prices 7.3.3.2, 7.3.4 Use of Documents 1.1.1, 1.5, 2.2.5, 3.12.6, 5.3 Use of Site 3.13, 6.1.1, 6.2.1 Values, Schedule of 9.2, 9.3.1 Waiver of Claims by the Architect 13.4.2 Waiver of Claims by the Contractor 9.10.5, 11.4.7, 13.4.2, 15.1.6 Waiver of Claims by the Owner 9.9.3, 9.10.3, 9.10.4, 11.4.3, 11.4.5, 11.4.7, 12.2.2.1, 13.4.2, 14.2.4, I5.1.6 Waiver of Consequential Damages 14.2.4, 15.1.6 Waiver of Liens 9.10.2, 9.10.4 Waivers of Subrogation 6.1.1, 11.4.5, 11.3.7 AIA Document A201 TM — 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Init. Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAe Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by A IA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) Warranty 3.5, 4.2.9, 9.3.3, 9.8.4, 9.9.1, 9.10.4, 12.2.2, 13.7.1 Weather Delays 15.1.5.2 Work, Definition of 1.1.3 .. Written Consent 1.5.2, 3.4.2, 3.7.4, 3.12.8, 3.14.2, 4.1.2, 9.3.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3, 11.4.1, 13.2, 13.4.2, 15.4.4.2 Init. Written Interpretations 4.2.11, 4.2.12 Written Notice 2.3, 2.4, 3.3.1, 3.9, 3.12.9, 3.12.10, 5.2.1, 8.2.2, 9.7, 9.10, 10.2.2, 10.3, 11.1.3, 11.4.6, 12.2.2, 12.2.4, 13.3, 14, 15.4.1 Written Orders 1.1.1, 2.3, 3.9, 7, 8.2.2, 11.4.9, 12.1, 12.2, 13.5.2, 14.3.1, 15.1.2 AIA Document A201 TM - 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) ARTICLE 1 GENERAL PROVISIONS §,1.1 BASIC DEFINITIONS §'11.1 THE CONTRACT DOCUMENTS The Contract Documents are enumerated in the Agreement between the Owner and Contractor (hereinafter the :Agreement) and consist of the Agreement, Conditions of the Contract (General, Supplementary and other ...Conditions), Drawings, Specifications, Addenda issued prior to execution of the Contract, other documents listed in theAgreement and Modifications issued after execution of the Contract. A Modification is (I) a written amendment :,to:the Contract signed by both parties, (2) a Change Order, (3) a Construction Change Directive or (4) a written --,order for a minor change in the Work issued by the Architect Unless specifically enumerated in the Agreement, the :Contract Documents do:inot include the advertisement or invitation to bid, Instructions to Bidders, sample forms, :other information furnished by the Owner in anticipation of receiving bids or proposals, the Contractor's bid or `proposal, or portions of Addenda relating to bidding requirements. r1".1.2 THE.CONTRACT. The Contract Documents form the Contract for Construction. The Contract represents the entire and integrated ` "agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written ;or;oral:.,The Contract May be amended or modified only by a Modification. The Contract Documents shall not be construed to create a•contractual relationship of any kind (1) between the Contractor and the Architect or the Architect's consultants,, (2) between the Owner and a Subcontractor or a Sub - subcontractor, (3) between the Owner and $ie Architect or the Architect's consultants or (4) between any persons or entities other than the Owner and the Contractor: The' Architect. shall, however, be entitled to performance and enforcement of obligations under the '•Contract intended:to'facilitate performance of the Architect's duties. 1.3 THE WORK e:term "Work" means the construction and services required by the Contract Documents, whether completed or partially, completed, and includes all other labor, materials, equipment and services provided or to be provided by the Contractor to,fulfill the. Contractor's obligations. The Work may constitute the whole or a part of the Project. 1:1:4 -THE PROJECT The Project' is,the total construction of which the Work performed under the Contract Documents may be the whole or•a<paitand which mapinclude construction by the Owner and by separate contractors. 1:1:5 THE-DRAWINGS The Drawings are the graphic and,pictorial portions of the Contract Documents showing the design, location and dimetisions .of'theWork,generally including plans, elevations, sections, details, schedules and diagrams. §:1 :16 THE SPECIFICATIONS ;,The; Specifications are that portion of the Contract Documents consisting of the written requirements for materials, 1.6qnipment.systems; standards and workmanship for the Work, and performance of related services. `11:7INSTRUMENTS OF SERVICE Instruments.of Service are :representations, in any medium of expression now known or later developed, of the tangible and intangible: creative work performed by the Architect and the Architect's consultants under their •Irespeetive:professional services agreements. Instruments of Service may include, without limitation, studies, :surveys, models, sketches, drawings, specifications, and other similar materials. Init. §-1.1.8 INITIAL DECISION MAKER The Initial Decision Maker is the person identified in the Agreement to render initial decisions on Claims in accordance with Section 15.2 and certify termination of the Agreement under Section 14.2.2. §:1r2CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS §,1;2:1The intent of the Contract Documents is to include all items necessary for the proper execution and completion of Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results. AIA Document A201 T' — 2007. Copyright ©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAe Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) § 1.2.2 Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be _performed by any trade. F H • 123Unless otherwise stated in the Contract Documents, words that have well -known technical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings. 13`CAPITALIZATION Terms capitalized in these General Conditions include those that are (1) specifically defined, (2) the titles of _numbered articles or (3).the titles of other documents published by the American Institute of Architects. §1'4INTERPRETATION '; '. _`Iii'the interest of brevity. the Contract Documents frequently omit modifying words such as "all" and any and z articles such as "the' and "an," but the fact that a modifier or an article is absent from one statement and appears in • -.-'another is not intended to affect the interpretation of either statement. §;1:5 OWNERSHIP:AND USE:OF DRAWINGS, SPECIFICATIONS AND OTHER INSTRUMENTS OF SERVICE § _1.5.1- The-Architect and the' Architect's consultants shall be deemed the authors and owners of their respective :•:Instruments of Service;, including the Drawings and Specifications, and will retain all common law, statutory and other :reserved.rights, mcludmg copyrights. The Contractor, Subcontractors, Sub - subcontractors, and material or e:: quipmentsuppliers.shall-not.own or claim a copyright in the Instruments of Service. Submittal or distribution to meet official.regulatory;requlrements or for other purposes in connection with this Project is not to be construed as •. ..publication:m derogation of : the. Architect's or Architect's consultants' reserved rights. § 1.5 :2?The tractor; Subcontractors, Sub - subcontractors and material or equipment suppliers are authorized to use -.and,reproduce the Instruments;of Service provided to them solely and exclusively for execution of the Work. All copies made underthis authorization shall bear the copyright notice, if any, shown on the Instruments of Service. The Contractor; Subcontractors, Sub - subcontractors, and material or equipment suppliers may not use the Instruments of Service •on'other projects or for additions to this Project outside the scope of the Work without the :specific written consent of the Owner, Architect and the Architect's consultants. ,: §0:TRANSMISSION 'OF DATA IN DIGITAL FORM If the parties.intend to. transmit Instruments of Service or any other information or documentation in digital form, "they shall endeavor to establish necessary protocols governing such transmissions, unless otherwise already ' provided;in tliezAgreement or the-Contract Documents. (f' ARTICLE 2. OWNER § 21'.GENERAL, § >2.1.1,The,Owner is.the person;or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The Owner shall designate in writing a representative who shall have eit}iress authority to, bind tlie•Owner with respect to all matters requiring the Owner's approval or authorization. Except as otherwise provided_in'Section 4.2.1, the Architect does not have such authority. The term "Owner" means the :Owner or the Owner's ' authorized representative. § 2.1.2 The Owner shall furnish to the Contractor within fifteen days after receipt of a written request, information :Tiecessary and-relevant for the Contractor to evaluate, give notice of or enforce mechanic's lien rights. Such information shall include a correct statement of the record legal title to the property on which the Project is located, usually referred to as the site, and the Owner's interest therein. § 2 :2.INFORMATION AND SERVICES REQUIRED OF THE OWNER § 2 2.1•Prior to:commencement of the Work, the Contractor may request in writing that the Owner provide •reasonable evidence that the Owner has made financial arrangements to fulfill the Owner's obligations under the Coritract.•Thereafter, the Contractor may only request such evidence if (1) the Owner fails to make payments to the Contractor as the Contract Documents require; (2) a change in the Work materially changes the Contract Sum; or (3) the Contractor identifies in writing a reasonable concern regarding the Owner's ability to make payment when due. The Owner shall furnish such evidence as a condition precedent to commencement or continuation of the Work or AIA Document A201". — 2007. Copyright ©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16 :25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) Init. the portion of the Work affected by a material change. After the Owner furnishes the evidence, the Owner shall not materially vary such financial arrangements without prior notice to the Contractor. § 2 2:2;Except for permits and fees that are the responsibility of the Contractor under the Contract Documents, :includingthose required under Section 3.7.1, the Owner shall secure and pay for necessary approvals, easements, assessments and charges required for construction, use or occupancy of permanent structures or for permanent ;changes in existing facilities. §.2.2.3 The Owner shall;:furnish surveys describing physical characteristics, legal limitations and utility locations for the site of thei-Project, =and,a legal description of the site The Contractor shall be entitled to rely on the accuracy of information' furnished by: the Owner but shall exercise proper precautions relating to the safe performance of the Work. The :Owner siiall;furnish information or services required of the Owner by the Contract Documents with reasonable ;. promptness: The..Owner shall also furnish any other information or services under the Owner's control and relevant=to th'e.Contractor's performance of the Work with reasonable promptness after receiving the Contractor'`s >written`request for such information or services. § 2.2.5 Unlessotherwise`provided in the Contract Documents, the Owner shall furnish to the Contractor one copy of the Contract,Documerits for purposes of making reproductions pursuant to Section 1.5.2. :§,2:3 OWNER'S`RIGHT,TO- STOP:THE WORK If the Contractorfailsto correct;:Work that is not in accordance with the requirements of the Contract Documents as required by Section 12 2;or repeatedly fails to carry out Work in accordance with the Contract Documents, the Ownerr-may,,issue'a writtenxorder to the Contractor to stop the Work, or any portion thereof, until the cause for such .order has been `elimii ated, however, the right of the Owner to stop the Work shall not give rise to a duty on the part of the:Owner to'exercise thisriiht for the benefit of the Contractor or any other person or entity, except to the extent required by Section 6 13 ;? §•2:4::OWNER'S OIGHTTO'CARRY OUT THE WORK If the o ntractor,defaults,orneglects to carry out the Work in accordance with the Contract Documents and fails within`•a ten - 4y period>afterireceipt,of.written notice from the Owner to commence and continue correction of such default or neglect:,wttidiligence and promptness, the Owner may without prejudice to other remedies the Owner may have correct such deficiencies; In such case an appropriate Change Order shall be issued deducting from payments then-or.th;ereafter due - the` Contractor the reasonable cost of correcting such deficiencies, including Owner's expenses'and'compensation for the Architect's additional services made necessary by such default, neglect or failure: Such;action by the.. Owner;; and amounts charged to the Contractor are both subject to prior approval of the Architect. Ifpayments then: orthereafieedue the Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to the Owner: ARTICLE 3 : CONTRACTOR::;, § 3.1 GENERAL § 3:1.1 The Contractor :is <the:person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The Contractor shall be lawfully licensed, if required in the jurisdiction where theProject is located. The Contractor shall designate in writing a representative who shall have express authorityao,bind the Contractor with respect to all matters under this Contract. The term "Contractor" means the Contractor. or the•Contractor's authorized representative. § 3.1.2 The Contractor shall perform the Work in accordance with the Contract Documents. § -3.1.3 The Contractor shall not be relieved of obligations to perform the Work in accordance with the Contract Documents either by activities or duties of the Architect in the Architect's administration'of the Contract, or by tests, inspections or approvals required or performed by persons or entities other than the Contractor. AIA Document A201 TM - 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) Init. § 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR § 3.2.1 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site, become generally familiar with local conditions under which the Work is to be performed and correlated personal observations with requirements of the Contract Documents. § 3.2.2 Because the Contract Documents are complementary, the Contractor shall, before starting each portion of the Work, carefully study and compare the various Contract Documents relative to that portion of the Work, as well as the information furnished by the Owner pursuant to Section 2.2.3, shall take field measurements of any existing ,conditions related to that portion of the Work, and shall observe any conditions at the site affecting it. These obligations are for the purpose of facilitating coordination and construction by the Contractor and are not for the purpose of discovering - errors, omissions, or inconsistencies in the Contract Documents; however, the Contractor shall promptly report to the Architect any errors, inconsistencies or omissions discovered by or made known to the Contractor as a request for information in such form as the Architect may require. It is recognized that the .Contractor's review_ is made in the Contractor's capacity as a contractor and not as a licensed design professional, unless otherwise specifically provided in the Contract Documents. § 3.2.3 The Contractor is not required to ascertain that the Contract Documents are in accordance with applicable laws, 'statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities, but the Contractor shall promptly report to the Architect any nonconformity discovered by or made known to the Contractor as a request for information in such form as the Architect may require. §'3.2.4 If the Contractor. believes that additional cost or time is involved because of clarifications or instructions the Architect issues in. response to the Contractor's notices or requests for information pursuant to Sections 3.2.2 or .3.2.3, the Contractor 'shall make Claims as provided in Article 15. If the Contractor fails to perform the obligations Of Sections 3.2:2 or 3.2.3, the Contractor shall pay such costs and damages to the Owner as would have been avoided if the Contractor had performed such obligations. If the Contractor performs those obligations, the Contractor shall not be liable to' the Owner or Architect for damages resulting from errors, inconsistencies or omissions in the Contract Documents, for differences between field measurements or conditions and the Contract Documents; or for:nonconformities of the Contract Documents to applicable laws, statutes, ordinances, codes, rules and •regulations, and lawful orders of public authorities. §,3.3.SUPERVISION AND CONSTRUCTION PROCEDURES § 3.3:1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. The Contractor . shall be solely responsible for, and have control over, construction means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under the Contract, unless the Contract Documents give other specific instructions concerning these matters. If the Contract Documents give specific instructions concerning construction means, methods, techniques, sequences or procedures, the Contractor shall evaluate the jobsite safety thereof and, except as stated below, shall be fully and solely responsible for the jobsite safety of such means, methods, techniques, sequences or procedures. If the Contractor determines that such means, methods, techniques, sequences or procedures may not be safe, the Contractor shall give timely written notice to the Owner and Architect :and shall not proceed with that portion of the Work without further written instructions from the Architect. If the Contractor is then instructed to proceed with the required means, methods, techniques, sequences or procedures without acceptance of changes proposed by the Contractor, the Owner shall be solely responsible for any loss or damage arising solely from those Owner- required means, methods, techniques, sequences or procedures. § 3.3.2 The Contractor shall be responsible to the Owner for acts and omissions of the Contractor's employees, Subcontractors and their agents and employees, and other persons or entities performing portions of the Work for, or on.behalf of, the Contractor or any of its Subcontractors. § 3.3.3 The Contractor shall be responsible for inspection of portions of Work already performed to determine that such portions are in proper condition to receive subsequent Work. § 3.4 LABOR AND MATERIALS § 3.4.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other AIA Document A201"' — 2007. Copyright ©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) Init. facilities and services necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. § 3.4:2 Eiccept in the case of minor changes in the Work authorized by the Architect in accordance with Sections 3:12.8.or.7.4, the Contractor may make substitutions only with the consent of the Owner, after evaluation by the Architect and in accordance with a Change Order or Construction Change Directive. § 3:4:3 The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Work. The Contractor shall not permit employment of unfit persons or persons not properly skilled in tasks assigned to them. 6.15 WARRANTY The Contractor,warrarits to the Owner and Architect that materials and equipment furnished under the Contract will be -of good quality and new unless the Contract Documents require or permit otherwise. The Contractor further warrants that the Work will conform to the requirements of the Contract Documents and will be free from defects, except for those inherent in the quality of the Work the Contract Documents require or permit. Work, materials, or . equipment -not conforming to these requirements may be considered defective. The Contractor's warranty excludes remedy for damage or defect caused by abuse, alterations to the Work not executed by the Contractor, improper or insufficient maintenance,, improper operation, or normal wear and tear and normal usage. If required by the Architect, the.Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. §:3:6 TAXES •. The shall'pay sales, ".consumer, use and similar taxes for the Work provided by the Contractor that are legally enacted -.when bids are received or negotiations concluded, whether or not yet effective or merely scheduled to go into effect. ' ,§ 3 7'.PERMITS, FEES ; = NOTICES, AND COMPLIANCE WITH LAWS § 33:1:Unless otherwise-provided in the Contract Documents, the Contractor shall secure and pay for the building perirrit as well as for other permits, fees, licenses, and inspections by government agencies necessary for proper execution and.completion of the Work that are customarily secured after execution of the Contract and legally required at the. time bids are received or negotiations concluded. §•3:7:2 The Contractor shall comply with and give notices required by applicable laws, statutes, ordinances, codes, rules and regulations, and lawful`: orders. of public authorities applicable to performance of the Work. § 3:7.3 If the'Contractor performs Work knowing it to be contrary to applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities, the Contractor shall assume appropriate responsibility for such Work and shall bear the:costs attributable to correction. §,3:7.4 Concealed or Unknown Conditions. If the Contractor encounters conditions at the site that are (1) subsurface or otherwise concealed physical conditions that differ materially from those indicated in the Contract Documents or (2) urikhown.pl ysical conditions of an unusual nature, that differ materially from those ordinarily fotind.to exist and generallyrecognized as inherent in construction activities of the character provided for in the Contract Documents, the Contractor shall promptly provide notice to the Owner and the Architect before conditions . -are disturbedland'inno event later than 21 days after first observance of the conditions. The Architect will promptly investigate`auch;conditions and, if the Architect determines that they differ materially and cause an increase or decrease in the Contractor's cost of, or time required for, performance of any part of the Work, will recommend an equitable adjustment in the Contract Sum or Contract Time, or both. If the Architect determines that the conditions at the site are not materially different from those indicated in the Contract Documents and that no change in the termsof the Contract is justified, the Architect shall promptly notify the Owner and Contractor in writing, stating the reasons. If either ;party disputes the Architect's determination or recommendation, that party may proceed as provided in Article 15. § 3.7.5 If, in the course of the Work, the Contractor encounters human remains or recognizes the existence of burial markers, archaeological sites or wetlands not indicated in the Contract Documents, the Contractor shall immediately suspend any operations that would affect them and shall notify the Owner and Architect. Upon receipt of such notice, the Owner shall promptly take any action necessary to obtain governmental authorization required to resume AIA Document A201"' — 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This Ale Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAe Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) § 3:8.3 Materials•and•equipmentunder an allowance shall be selected by the Owner with reasonable promptness. .,§ 3.9 SUPERINTENDENT::'., § 3.9:1 The Contractor.` shall employ a competent superintendent and necessary assistants who shall be in attendance at the Project site•during performance of the Work. The superintendent shall represent the Contractor, and :communications -given to_ the: superintendent shall be as binding as if given to the Contractor. § 3:9.2'The..Contractor, as soon as practicable after award of the Contract, shall furnish in writing to the Owner .'through •the Architect the name and qualifications of a proposed superintendent. The Architect may reply within 14 days to the Contractor in writing stating (1) whether the Owner or the Architect has reasonable objection to the proposed superintendentor (2) thatthe Architect requires additional time to review. Failure of the Architect to reply within'the 14 day.period shall constitute'notice of no reasonable objection. § 3.9:3 The:Contractor shall not employ a proposed superintendent to whom the Owner or Architect has made reasonable and timely objection. The Contractor shall not change the superintendent without the Owner's consent, which•shall not unreasonably be withheld or delayed. § 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES § 3.10.1 The Contractor, promptly after being awarded the Contract, shall prepare and submit for the Owner's and Architect's information 'a Contractor's construction schedule for the Work. The schedule shall not exceed time limits current under the Contract ;Documents, shall be revised at appropriate intervals as required by the conditions of the Work and Project,• shall be related to the entire Project to the extent required by the Contract Documents, and shall provide for expeditious and practicable execution of the Work. § 3.10.2 The Contractor shall prepare a submittal schedule, promptly after being awarded the Contract and thereafter as necessary to maintain a current submittal schedule, and shall submit the schedule(s) for the Architect's approval. The Architect's approval shall not unreasonably be delayed or withheld. The submittal schedule shall (1) be coordinated with the Contractor's construction schedule, and (2) allow the Architect reasonable time to review submittals. If the Contractor fails to submit a submittal schedule, the Contractor shall not be entitled to any increase in Contract Sum or extension of Contract Time based on the time required for review of submittals. § 3.10.3 The Contractor shall perform the Work in general accordance with the most recent schedules submitted to the Owner and Architect. AIA Document A201 TM — 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963. 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAe Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) § 3.11 DOCUMENTS AND SAMPLES AT THE SITE The Contractor shall maintain at the site for the Owner one copy of the Drawings, Specifications, Addenda, Change "rders'and other Modifications, in good order and marked currently to indicate field changes and selections made igjconstruction, and one copy of approved Shop Drawings, Product Data, Samples and similar required subtiiittals. These shall be available to the Architect and shall be delivered to the Architect for submittal to the Ownerupon completion of the Work as a record of the Work as constructed. Al • 3:12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 3.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for the Work by the ontractor or.a Subcontractor, Sub - subcontractor, manufacturer, supplier or distributor to illustrate some portion of ie"Mork. vneror ofseparate contractors. :6rBy submitting Shop Drawings, Product Data Samples and similar submittals, the Contractor represents to theOwner and Architect that the Contractor has (1) reviewed and approved them, (2) determined and verified ;vinaferials, field measurements and:field:construction criteria related thereto, or will do so and (3) checked and coordinated; the;information contained within such submittals with the requirements of the Work and of the Contract .. Documents:: 1:12.2 Produbt.Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and information furnished by the Contractor to illustrate materials or equipment for some portion of the Work. 0112.1SarnPles are' phYsieal examples that illustrate materials, equipment or workmanship and establish standards by'whichtlae Work. will be,-judged. -::§312:4ShOp Drawings, Product Data, Samples and similar submittals are not Contract Documents. Their purpose is toid.ernanstratethe wayby.which the Contractor proposes to conform to the information given and the design -cOijiapefiexpreSied inAheContradt Documents for those portions of the Work for which the Contract Documents ; subtniitals:RevieW bythe Architect is subject to the limitations of Section 4.2.7. Informational submittals tii3:0; which the Architectianot 'expected to take responsive action may be so identified in the Contract Documents. :Si.i.13miftalelhaVare not tequired-by the Contract Documents may be returned by the Architect without action. 3.1Z.5iThe Contactorshall review for compliance with the Contract Documents, approve and submit to the AreliitectAShOp;Diawingsgrodiict Data, Samples and similar submittals required by the Contract Documents in acCordanee:Nith.the subniittal-khedule approved by the Architect or, in the absence of an approved submittal schedule, With reasbnablepicimpthess and in such sequence as to cause no delay in the Work or in the activities of 12 ?7:;The.Contractor shall perform, no portion of the Work for which the Contract Documents require submittal and review-of Shop; Drawings; 'Product Data Samples or similar submittals until the respective submittal has been approved by the Architect. § 3.12.8 The"Work shall.;be in accordance with approved submittals except that the Contractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by the Architect's approval of Shop :Drawings; :Product Data, Samples or similar submittals unless the Contractor has specifically informed the Architect in. writing.':of;suchdeviation at the time of submittal and (1) the Architect has given written approval to the specific deviation a&a;minor change in the Work, or (2) a Change Order or Construction Change Directive has been issued authorizing the deviation. The Contractor shall not be relieved of responsibility for errors or omissions in Shop Drawings, Product Data, Samples or similar submittals by the Architect's approval thereof. Init. 3.42;9-The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data, amples;or-similar submittals, to revisions other than those requested by the Architect on previous submittals. In the absence'of.such written notice, the Architect's approval of a resubmission shall not apply to such revisions. § 3.12.10 The Contractor shall not be required to provide professional services that constitute the practice of architecture or engineering unless such services are specifically required by the Contract Documents for a portion of the Work or unless the Contractor needs to provide such services in order to carry out the Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. The Contractor shall not be AIA Document A2011'" — 2007. Copyright ©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not Tor resale. User Notes: (1248145208) § 3.17 ROYALTIES; :PATENTS AND COPYRIGHTS The Contractor shall pay all royalties and license fees. The Contractor shall defend suits or claims for infringement .of copyrights and patent rights and shall hold the Owner and Architect harmless from loss on account thereof, but shall not be; responsible for such defense or loss when a particular design, process or product of a particular manufacturer'or.manufacturers is required by the Contract Documents, or where the copyright violations are -..contaiiied:in'Drawings, Specifications or other documents prepared by the Owner or Architect. However, if the Contractor has reason to believe that the required design, process or product is an infringement of a copyright or a patent, the Contractor shall be responsible for such loss unless such information is promptly furnished to the Architect. AIA Document A201"' — 2007. Copyright ©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Init. Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAe Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) § 3.18 INDEMNIFICATION ,, § 3.18.1 To the fullest extent permitted by law the Contractor shall indemnify and hold harmless the Owner, Architect; Architect's consultants, and agents and employees of any of them from and against claims, damages, losses and expenses, including but not limited to attorneys' fees, arising out of or resulting from performance of the ,::Work; :provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, ,o1 to,injury to or destruction of tangible property (other than the Work itself), but only to the extent caused by the negligent acts or omissions of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or ;anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss or expense is ;caused in part by a party,indemnified hereunder. Such obligation shall not be construed to negate, abridge, or reduce :other rights or obligations; of indemnity which would otherwise exist as to a party or person described in this Section 3:18. '§r3.18.2 lncl!ainis against any person or entity indemnified under this Section 3.18 by an employee of the Contractor, a• Subcontractor, anyone, directly or indirectly employed by them or anyone for whose acts they may be liable, the indemnification obligation under Section 3.18.1 shall not be limited by a limitation on amount or type of damages, compensation or benefits payable by or for the Contractor or a Subcontractor under workers' compensation acts, disability benefit acts or other -.employee benefit acts. ARTICLE 4 ARCHITECT..: §4 1GENERAL: § 4:11;;The Owner shall retain, an; architect lawfully licensed to practice architecture or an entity lawfully practicing architecture` in the jurisdiction :where the Project is located. That person or entity is identified as the Architect in the Agreement and is referred'to throughout the Contract Documents as if singular in number. 4.1:2. - Duties; responsibilities and limitations of authority of the Architect as set forth in the Contract Documents shall not be restricted;, modified or extended without written consent of the Owner, Contractor and Architect. Consent shall not be unreasonably withheld. §41.3;If the' employment of the Architect is terminated, the Owner shall employ a successor architect as to whom .;the Contractor has'no reasonable objection and whose status under the Contract Documents shall be that of the "Architect. Init. § 4.2 ADMINISTRATION OF THE CONTRACT :.The Architect will provide °administration of the Contract as described in the Contract Documents and will be an'Owner.'s representative during construction until the date the Architect issues the final Certificate For Payment. The Architect Will Documents. § 4.2.2:The Architect.will visit;thessite at intervals appropriate to the stage of construction, or as otherwise agreed With the Owner, to become generally familiar with the progress and quality of the portion of the Work completed, and to determine in general if the Work observed is being performed in a manner indicating that the Work, when fully completed, will be in' accordance with the Contract Documents. However, the Architect will not be required to make exhaustive or continifouson =site inspections to check the quality or quantity of the Work. The Architect will not have control over, charge of, or responsibility for, the construction means, methods, techniques, sequences or procedures, or;for the safety precautions and programs in connection with the Work, since these are solely the Contractor's rights' and • responsibilities under the Contract Documents, except as provided in Section 3.3.1. § 4.2.3 On the basis of the site visits, the Architect will keep the Owner reasonably informed about the progress and quality of the portion of the Work completed, and report to the Owner (1) known deviations from the Contract Documents and from the most recent construction schedule submitted by the Contractor, and (2) defects and deficiencies observed in the Work. The Architect will not be responsible for the Contractor's failure to perform the Workin accordance with the requirements of the Contract Documents. The Architect will not have control over or charge of and will not be responsible for acts or omissions of the Contractor, Subcontractors, or their agents or employees, or any other persons or entities performing portions of the Work. AIA Document A201 TM — 2007. Copyright ©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Archilects. All rights reserved. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) § 4.2.4 COMMUNICATIONS FACILITATING CONTRACT ADMINISTRATION Except as otherwise provided in the Contract Documents or when direct communications have been specially authorized, the Owner and Contractor shall endeavor to communicate with each other through the Architect about matters arising out of or relating to the Contract. Communications by and with the Architect's consultants shall be through the Architect. Communications by and with Subcontractors and material suppliers shall be through the Contractor. Communications by and with separate contractors shall be through the Owner. § 4.2:5 Based on the Architect's evaluations of the Contractor's Applications for Payment, the Architect will review and certify the amounts:due the Contractor and will issue Certificates for Payment in such amounts. § 4:2.6 The Architect has authority to reject Work that does not conform to the Contract Documents. Whenever the . 'Architect considers it necessary or advisable, the Architect will have authority to require inspection or testing of the Work in accordance.with Sections 13.5.2 and 13.5.3, whether or not such Work is fabricated, installed or completed. However, neither this authority of the Architect nor a decision made in good faith either to exercise or not to exercise such authority shall'give rise to a duty or responsibility of the Architect to the Contractor, Subcontractors, material and equipment suppliers, their agents or employees, or other persons or entities performing portions of the Work. § 4.2.7 The Architect will review and approve, or take other appropriate action upon, the Contractor's submittals such-1as Shop Drawings; Product Data and Samples, but only for the limited purpose of checking for conformance with information given and the .design concept expressed in the Contract Documents. The Architect's action will be taken in accordance with the submittal schedule approved by the Architect or in the absence of an approved submittal - schedule,; with reasonable promptness while allowing sufficient time in the Architect's professional • judgment to permit adequate'review. Review of such submittals is not conducted for the purpose of determining the .accuracy and completeness of other details such as dimensions and quantities, or for substantiating instructions for installation or performance of equipment or systems, all of which remain the responsibility of the Contractor as ' 'required by the:Contract Documents. The Architect's review of the Contractor's submittals shall not relieve the Contractor of the: obligations under Sections 3.3, 3.5 and 3.12. The Architect's review shall not constitute approval of safety precautions or, unless otherwise specifically stated by the Architect, of any construction means, methods, techniques, sequences' or procedures. The Architect's approval of a specific item shall not indicate approval of an assembly of which the item is a component. § 4:2.8 The Architect will prepare Change Orders and Construction Change Directives, and may authorize minor changes in the Workas provided in Section 7.4. The Architect will investigate and make determinations and recommeridationsregarding concealed and unknown conditions as provided in Section 3.7.4. §11:2.9 The Architect will conduct inspections to determine the date or dates of Substantial Completion and the date of final completion; issue Certificates of Substantial Completion pursuant to Section 9.8; receive and forward to the Owner, for the Owner's review and records, written warranties and related documents required by the Contract and assembled by the Contractor pursuant to Section 9.10; and issue a final Certificate for Payment pursuant to Section 9.10. § 4.2.10 If the Owner and Architect agree, the Architect will provide one or more project representatives to assist in carrying out the Architect's responsibilities at the site. The duties, responsibilities and limitations of authority of such project representatives shall be as set forth in an exhibit to be incorporated in the Contract Documents. §4.2.11 The Architect will interpret and decide matters concerning performance under, and requirements of, the Contract Documents on written request of either the Owner or Contractor. The Architect's response to such requests will be made in writing within any time limits agreed upon or otherwise with reasonable promptness. § 4.2.12 Interpretations and decisions of the Architect will be consistent with the intent of, and reasonably inferable from, the Contract Documents and will be in writing or in the form of drawings. When making such interpretations and decisions, the Architect will endeavor to secure faithful performance by both Owner and Contractor, will not show partiality to either and will not be liable for results of interpretations or decisions rendered in good faith. § 4.2.13 The Architect's decisions on matters relating to aesthetic effect will be final if consistent with the intent expressed in the Contract Documents. AIA Document A2011" — 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Init. Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) Init. § 4.2.14 The Architect will review and respond to requests for information about the Contract Documents. The Architect's response to such requests will be made in writing within any time limits agreed upon or otherwise with reasonable promptness. If appropriate, the Architect will prepare and issue supplemental Drawings and Specifications in response to the requests for information. ARTICLE 5 SUBCONTRACTORS § 5.1 DEFINITIONS § 5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of the Work at the site. The term "Subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Subcontractor or an authorized representative of the Subcontractor. The term "Subcontractor" does not include a separate contractor or subcontractors of a separate contractor. § 5.1.2 A Sub - subcontractor is a person or entity who has a direct or indirect contract with a Subcontractor to perform a portion of the Work at the site. The term "Sub- subcontractor" is referred to throughout the Contract • Documents as if singular in number and means a Sub - subcontractor or an authorized representative of the Sub - subcontractor. '§ 5.2 AWARD.OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK § 5.2.1:Unlessootherwise s. toted in the Contract Documents or the bidding requirements, the Contractor, as soon as practicable after award:"of the Contract, shall furnish in writing to the Owner through the Architect the names of persons or entities {includingtliose who are to furnish materials or equipment fabricated to a special design) proposed for each principal; portion of the Work. The Architect may reply within 14 days to the Contractor in writing stating0) whether theOwner or the Architect has reasonable objection to any such proposed person or entity or (2) that the .Architect requires additional time for review. Failure of the Owner or Architect to reply within the 14 day period shall constitute notice of no reasonable objection. § 5:2.2'.The Contractor shall not contract with a proposed person or entity to whom the Owner or Architect has made reasonable and timely:objection. The Contractor shall not be required to contract with anyone to whom the Contractor has made reasonable objection. §..5.2.3 If the Owner: or Architect has reasonable objection to a person or entity proposed by the Contractor, the Contracto shall propose' another: to whom the Owner or Architect has no reasonable objection. If the proposed but rejected Subcontractor was reasonably: capable of performing the Work, the Contract Sum and Contract Time shall be increased or decreased by the difference, if any, occasioned by such change, and an appropriate Change Order shall be issued before commencement of the substitute Subcontractor's Work. However, no increase in the Contract Sum or Contract Time shall be.allowed for such change unless the Contractor has acted promptly and responsively in submitting names as required: § 5.2.4 The Contractor shall not substitute a Subcontractor, person or entity previously selected if the Owner or Architect makes reasonable objection to such substitution. § 5.3 SUBCONTRACTUAL RELATIONS By appropriate agreement, written where legally required for validity, the Contractor shall require each Subcontractor; to the extent of the Work to be performed by the Subcontractor, to be bound to the Contractor by terms of the Contract' Documents, and to assume toward the Contractor all the obligations and responsibilities, including the responsibility for safety of the Subcontractor's Work, which the Contractor, by these Documents, assumes toward the Owner and Architect. Each subcontract agreement shall preserve and protect the rights of the Owner and Architect under the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifically provided otherwise in the subcontract agreement, the benefit of all rights, remedies and redress against the Contractor that the Contractor, by the Contract Documents, has against the Owner. Where appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with Sub - subcontractors. The Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract agreement, copies of the Contract Documents to which the Subcontractor will be bound, and, upon written request of the Subcontractor, identify to the Subcontractor terms and conditions of the proposed subcontract agreement that may AIA Document A201 TM — 2007. Copyright ©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by A(A software at 11 :16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) Init. § 6.2 MUTUAL RESPONSIBILITY § 6.2.1 The Contractor shall afford the Owner and separate contractors reasonable opportunity for introduction and storage of their materials and equipment and performance of their activities, and shall connect and coordinate the Contractor's construction and operations with theirs as required by the Contract Documents. § 6.2.2 If part of the Contractor's Work depends for proper execution or results upon construction or operations by the Owner or a separate contractor, the Contractor shall, prior to proceeding with that portion of the Work, promptly report to the Architect apparent discrepancies or defects in such other construction that would render it unsuitable for such proper execution and results. Failure of the Contractor so to report shall constitute an acknowledgment that AIA Document A201 TM — 2007. Copyright ©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) the Owner's or separate contractor's completed or partially completed construction is fit and proper to receive the Contractor's Work, except as to defects not then reasonably discoverable. 430 3rThe Contractor shall reimburse the Owner for costs the Owner incurs that are payable to a separate contractor ercause-Of the Contractor's delays, improperly timed activities or defective construction. The Owner shall be responsible to the Contractor for costs the Contractor incurs because of a separate contractor's delays, improperly hoed- activities, damage to the Work or defective construction. • ,6.2.4 The Contractor :shall promptly remedy damage the Contractor wrongfully causes to completed or partially > completed construction onto property of the Owner or separate contractors as provided in Section 10.2.5. 6`2.5 The Owner and:'each separate contractor shall have the same responsibilities for cutting and patching as are described for,-the Contractor in Section 3.14. §03 OWNER''S,RIGHT:TO CLEAN UP If dispute arises among the Contractor, separate contractors and the Owner as to the responsibility under their •respectivecontracts -.for maintaining the premises and surrounding area free from waste materials and rubbish, the Ownerjiiay,clean up -,and'the Architect will allocate the cost among those responsible. ARTICLE;7 CHANGES INTNE WORK , §:7yl GENERAL'> §,761 1 Changes in the Work may: be accomplished after execution of the Contract, and without invalidating the Contract; l y Change,Order, Construction Change Directive or order for a minor change in the Work, subject to the limttattons stated'in this'AArticle 7 and elsewhere in the Contract Documents. Y, 7:1:2' A' Change:Order.ishall be:based upon agreement among the Owner, Contractor and Architect; a Construction _hange Directive regmres agreement by the Owner and Architect and may or may not be agreed to by the Contractor; an -order forfa;minor change in the Work may be issued by the Architect alone. 7.1.3 {Changes; in the Work shall be performed under applicable provisions of the Contract Documents, and the 'i.Contractor shall proceed:proinptly, unless otherwise provided in the Change Order, Construction Change Directive ;'ororder:-for atminor;:change in the Work.. § 7 2 CHANGE ORDERS • § 7.2,1:A Change'Order;is a written instrument prepared by the Architect and signed by the Owner, Contractor and ...Architect-slating tlieiryagreement upon all of the following: .1. 'Tliechange in the 'Work; amount <ofthe`adjustment, if any, in the Contract Sum; and .3,::,' :.The extent of the adjustment, if any, in the Contract Time. 7:3iCONSTRUCTION.CHANGE DIRECTIVES § 7,11 A Construction Change Directive is a written order prepared by the Architect and signed by the Owner and Architect, directing`a:,change':in;the Work prior to agreement on adjustment, if any, in the Contract Sum or Contract :Time, or both: The Owner may by Construction Change Directive, without invalidating the Contract, order changes iri the Work;withinthe,general scope of the Contract consisting of additions, deletions or other revisions, the :Contract SUrif,and'Contract Time being adjusted accordingly. Init. § 7.3.2 A Construction Change Directive shall be used in the absence of total agreement on the terms of a Change Order. § 7'.3.3'Ift e Construction Change Directive provides for an adjustment to the Contract Sum, the adjustment shall be based on one ofthe following methods: .1'1', Mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation; .2 Unit prices stated in the Contract Documents or subsequently agreed upon; .3 Cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee; or AIA Document A201'" -- 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) §'7:3.6 A Construction; Change Directive signed by the Contractor indicates the Contractor's agreement therewith, :'•including _adjustment in' ,Contract Sum and Contract Time or the method for determining them. Such agreement shall be effective; immediately and shall be recorded as a Change Order. § 7.17 If the-Contractor does -not respond promptly or disagrees with the method for adjustment in the Contract Sum, the Architect shall. determine; the method and the adjustment on the basis of reasonable expenditures and savings of those performing:the Work "attributable to the change, including, in case of an increase in the Contract Sum, an amount for overliead�and:;profit as set forth in the Agreement, or if no such amount is set forth in the Agreement, a • reasonable: nount::Insuch case,,and also under Section 7.3.3.3, the Contractor shall keep and present, in such form •:as'the:Architect mayprescribe;:an itemized accounting together with appropriate supporting data Unless otherwise provided_*the,Contract Documents, costs for the purposes of this Section 7.3.7 shall be limited to the following: Costs of labor including social security, old age and unemployment insurance, fringe benefits required:liyagreement or custom, and workers' compensation insurance; Costsof materials, supplies and equipment, including cost of transportation, whether incorporated or consumed; Rental,costs.of machinery and equipment, exclusive of hand tools, whether rented from the Contractoror- others; Costsofpremiums for all bonds and insurance, permit fees, and sales, use or similar taxes related to the Work; and': Additional: costs of supervision and field office personnel directly attributable to the change. §.7 :3.8 The:amount of credit to-be allowed by the Contractor to the Owner for a deletion or change that results in a net decreasein..die .Contract Sum :shall be actual net cost as confirmed by the Architect. When both additions and credits covering,related`Work or substitutions are involved in a change, the allowance for overhead and profit shall be figured•on the basis of net increase; if any, with respect to that change. § 7.3.9.Pending -final determination of the total cost of a Construction Change Directive to the Owner, the Contractor may- request payment for Work completed under the Construction Change Directive in Applications for Payment. •The•Architect.will make an` interim determination for purposes of monthly certification for payment for those costs and certify for;payment tlie.amount that the Architect determines, in the Architect's professional judgment, to be reasonably justified: The Architect's interim determination of cost shall adjust the Contract Sum on the same basis . as a Change': Order, subject to the right of either party to disagree and assert a Claim in accordance with Article 15. § 7.3.10 When the'Owner and Contractor agree with a determination made by the Architect concerning the adjustments in the :Contract Sum and Contract Time, or otherwise reach agreement upon the adjustments, such agreement shall be effective immediately and the Architect will prepare a Change Order. Change Orders may be issued for all or :any part of a Construction Change Directive. §7.4 MINOR CHANGES IN THE WORK The Architect has authority to order minor changes in the Work not involving adjustment in the Contract Sum or extension of the;Contract Time and not inconsistent with the intent of the Contract Documents. Such changes will be effected by written order signed by the Architect and shall be binding on the Owner and Contractor. AIA Document A201"' — 2007. Copyright ©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961. 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Init. Institute of Architects. All rights reserved. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) ARTICLE 8 TIME § 8.1 DEFINITIONS -§ 8.11 Unless otherwise provided, Contract Time is the period of time, including authorized adjustments, allotted in the'Contract Documents for Substantial Completion of the Work. §.8.1.2 The date of commencement of the Work is the date established in the Agreement. §.8.1.3 The date of Substantial Completion is the date certified by the Architect in accordance with Section 9.8. § 8..1,4 The term "day" as used in the Contract Documents shall mean calendar day unless otherwise specifically 'defined. .§ 8.2 PROGRESS AND COMPLETION § 8.2.1 Time limits stated in the Contract Documents are of the essence of the Contract. By executing the Agreement the Contractor confirms that the Contract Time is a reasonable period for performing the Work. § 822 The Contractor shall not knowingly, except by agreement or instruction of the Owner in writing, prematurely .commence operations on ,the site or elsewhere prior to the effective date of insurance required by Article 11 to be furnished by the'Contractor ;'and Owner. The date of commencement of the Work shall not be changed by the effective date of such insurance. §`82 3 The ;Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the;Contract Time. DELAYS;AND EXTENSIONS OF TIME §'8.31 If the Contractoris delayed at any time in the commencement or progress of the Work by an act or neglect of .the-Owner or Architect; or of an employee of either, or of a separate contractor employed by the Owner; or by changes-ordered in the ,Work; or by labor disputes, fire, unusual delay in deliveries, unavoidable casualties or other causes; beyond the Contractor's control; or by delay authorized by the Owner pending mediation and arbitration; or by; other: causes. that the Architect determines may justify delay, then the Contract Time shall be extended by Change :Order.' for such reasonable time as the Architect may determine. §;8:3.2 Clainisrelating to time shall be made in accordance with applicable provisions of Article 15. §1.3:3sThis :Section 8:3 does not preclude recovery of damages for delay by either party under other provisions of the`Contr'act Documents. ARTICLE'9 PAYMENTS AND COMPLETION §9.1 CONTRACT: SUM pie, Contract Sum is stated in the Agreement and, including authorized adjustments, is the total amount payable by :the;Owner to ,the Contractor :for performance of the Work under the Contract Documents. § 9.2:SCHEDULE OF VALUES.: Where the Contract is based on a stipulated sum or Guaranteed Maximum Price, the Contractor shall submit to the Architect before,the first Application for Payment, a schedule of values allocating the entire Contract Sum to the various portions.of the Work and prepared in such form and supported by such data to substantiate its accuracy as th'e Architect iriay require. This schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. Init. §'9.3 APPLICATIONS FOR PAYMENT § 9.3:1'At least ten days before the date established for each progress payment, the Contractor shall submit to the Arc/ itect:an" itemized Application for Payment prepared in accordance with the schedule of values, if required under Section 9.2., for completed portions of the Work. Such application shall be notarized, if required, and supported by such data substantiating the Contractor's right to payment as the Owner or Architect may require, such as copies of requisitions from Subcontractors and material suppliers, and shall reflect retainage if provided for in the Contract Documents. AIA Document A201 TM — 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This Alike Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAe Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) §9:3.3 The•Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than the time of payment. The Contractor further warrants that upon submittal of an Application for Payment all Work for which 'Certificates for Payment have been previously issued and payments received from the Owner.shall, to the best of the Contractor's knowledge, information and belief, be free and clear of liens, claims, secutityinterests or encumbrances in favor of the Contractor, Subcontractors, material suppliers, or other persons or ,entities making a claim by reason of having provided labor, materials and equipment relating to the Work. 1,14 CERTIFICATES-FORPAYMENT '.§ 9.4:1,,The Architect will, within seven days after receipt of the Contractor's Application for Payment, either issue to the•Owner a Certificate :for Payment, with a copy to the Contractor, for such amount as the Architect determines :is properly or notify the °Contractor and Owner in writing of the Architect's reasons for withholding certification in.whole or•in•part as provided in Section 9.5.1. issuance .of a Certificate for Payment will constitute a representation by the Architect to the Owner, .based:on the Architect's evaluation of the Work and the data comprising the Application for Payment, that, to the best.ofthe Architect'. s. knowledge, information and belief, the Work has progressed to the point indicated and that -.the quality of the .Work is in accordance with the Contract Documents. The foregoing representations are subject to an:evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, to results of subsequenttests and inspections, to-correction of minor deviations from the Contract Documents prior to completion • and to specific 'qualifications :expressed by the Architect. The issuance of a Certificate for Payment will further constitute a representation that the Contractor is entitled to payment in the amount certified. However, the issuance of a Certificate for Payment will not•be.a representation that the Architect has (I) made exhaustive or continuous on- site inspections to check the' quality or quantity of the Work, (2) reviewed construction means, methods, techniques, • sequences or procedures, (3) reviewed copies of requisitions received from Subcontractors and material suppliers and .other data requested by the Owner to substantiate the Contractor's right to payment, or (4) made examination to ascertain how or forwhat purpose the Contractor has used money previously paid on account of the Contract Sum. § 9.5 DECISIONS TO WITHHOLD CERTIFICATION . § 9.5.1 The' Architect may withhold a Certificate for Payment in whole or in part, to the extent reasonably necessary to protect the Owner; if in the Architect's opinion the representations to the Owner required by Section 9.4.2 cannot be made. If the Architect is unable to certify payment in the amount of the Application, the Architect will notify the Contractor and Owner as provided in Section 9.4.1. If the Contractor and Architect cannot agree on a revised amount, the Architect will promptly issue a Certificate for Payment for the amount for which the Architect is able to make such representations to the Owner. The Architect may also withhold a Certificate for Payment or, because of subsequently discovered evidence, may nullify the whole or a part of a Certificate for Payment previously issued, to such extent as may be necessary in the Architect's opinion to protect the Owner from Loss for which the Contractor is responsible, including loss resulting from acts and omissions described in Section 3.3.2, because of .1 defective Work not remedied; .2 third party claims filed or reasonable evidence indicating probable filing of such claims unless security acceptable to the Owner is provided by the Contractor; AIA Document A201 TM — 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961. 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This Ale Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) .3 failure of the Contractor to make payments properly to Subcontractors or for Iabor, materials or equipment; .4 reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Sum; :5 damage to the Owner or a separate contractor; .6 reasonable evidence that the Work will not be completed within the Contract Time, and that the unpaid balance would not be adequate to cover actual or liquidated damages for the anticipated delay; or .7 repeated failure to carry out the Work in accordance with the Contract Documents. §;9:5.2 When the above reasons for withholding certification are removed, certification will be made for amounts previously withheld. Init. '§ 9.5.3 If the Architect withholds certification for payment under Section 9.5.1.3, the Owner may, at its sole option, issue joint checks to the Contractor and to any Subcontractor or material or equipment suppliers to whom the Contractor failed tomakepayment for Work properly performed or material or equipment suitably delivered. If the Owner makes payments by joint check, the Owner shall notify the Architect and the Architect will reflect such payment on the next Certificate for Payment. • § 9.6 PROGRESSPAYMENTS §9.6.1 After the Architect has issued a Certificate for Payment, the Owner shall make payment in the manner and within'the time provided iri the Contract Documents, and shall so notify the Architect. § 9.6.2 The Contractor shall pay Subcontractor no later than seven days after receipt of payment from the Owner the amount to which the Subcontractor is entitled, reflecting percentages actually retained from payments to the Contractor on account of the Subcontractor's portion of the Work. The Contractor shall, by appropriate agreement with each Subcontractor, require each Subcontractor to make payments to Sub - subcontractors in a similar man ner. • §:9:6.3 The Architect .will; on'request, furnish to a Subcontractor, if practicable, information regarding percentages of .completion or_amourits.applied for by the Contractor and action taken thereon by the Architect and Owner on account of portions of the Work done by such Subcontractor. §-9.6:4 The Owner has the right to request :written evidence from the Contractor that the Contractor has properly paid Subcontractors and material and:equipment suppliers amounts paid by the Owner to the Contractor for subcontracted Work. If the ,Contractor fails to furnish such evidence within seven days, the Owner shall have the right to contact Subcontractors to•ascertain' whether they have been properly paid. Neither the Owner nor Architect shall have an obligation to pay or to see to the, payment of money to a Subcontractor, except as may otherwise be required by law. § :9.6.5 :Contractor payments to material and equipment suppliers shall be treated in a manner similar to that provided in Sections 9.6.2, 9.6:3 and 9.6.4. § 9.6.6 A Certificate for Payment, a progress payment, or partial or entire use or occupancy of the Project by the Owner shall not constitute acceptance of Work not in accordance with the Contract Documents. §.9.6.7 Unless the Contractor provides the Owner with a payment bond in the full penal sum of the Contract Sum, payments received by the Contractor for Work properly performed by Subcontractors and suppliers shall be held by the Contractor for those Subcontractors or suppliers who performed Work or furnished materials, or both, under contract with the Contractor for which payment was made by the Owner. Nothing contained herein shall require money to be placed in a separate account and not commingled with money of the Contractor, shall create any fiduciary liability or tort liability on the part of the Contractor for breach of trust or shall entitle any person or entity to an award of punitive damages against the Contractor for breach of the requirements of this provision. § 9.7 FAILURE OF PAYMENT 1f the Architect does not issue a Certificate for Payment, through no fault of the Contractor, within seven days after receipt of the Contractor's Application for Payment, or if the Owner does not pay the Contractor within seven days after the date established in the Contract Documents the amount certified by the Architect or awarded by binding dispute resolution, then the Contractor may, upon seven additional days' written notice to the Owner and Architect, AIA Document A201"" — 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAe Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) § 9.9.3 Unless otherwise agreed upon, partial occupancy or use of a portion or portions of the Work shall not constitute acceptance of Work not complying with the requirements of the Contract Documents. § 9.10 FINAL COMPLETION AND FINAL PAYMENT § 9.10.1 Upon receipt of the Contractor's written notice that the Work is ready for final inspection and acceptance and upon receipt of a final Application for Payment, the Architect will promptly make such inspection and, when the AIA Document A201 TM - 2007. Copyright ©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) Architect finds the Work acceptable under the Contract Documents and the Contract fully performed, the Architect will promptly issue a final Certificate for Payment stating that to the best of the Architect's knowledge, information and belief, and on the basis of the Architect's on -site visits and inspections, the Work has been completed in accordance with terms and conditions of the Contract Documents and that the entire balance found to be due the ,t:cfnih 6ttor and noted in the final Certificate is due and payable. The Architect's final Certificate for Payment will constitute a further representation that conditions listed in Section 9.10.2 as precedent to the Contractor's being entitled' to final payment have been fulfilled. §;9,:10.2 Neither final payment nor any remaining retained percentage shall become due until the Contractor submits to the Architect (1) an.affidavit that payrolls, bills for materials and equipment, and other indebtedness connected 'with the Work "for which''Uie Owner or the Owner's property might be responsible or encumbered (less amounts withheld byOwner) havebeen paid or otherwise satisfied, (2) a certificate evidencing that insurance required by the Contract D. c irients{t6 remain in force after final payment is currently in effect and will not be canceled or allowed otexpire:until'at least30days' prior written notice has been given to the Owner, (3) a written statement that the .Contractorknows,of no,substantial reason that the insurance will not be renewable to cover the period required by .t1ie Co itraci,Docuinents, (4) consent of surety, if any, to final payment and (5), if required by the Owner, other data r %.pestablish ink paymerii or satisfaction of obligations, such as receipts, releases and waivers of liens, claims, security in terests`or.enctithbrance's!ansing out of the Contract, to the extent and in such form as may be designated by the ;;:Owner If -,.a Subcontractor. refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bond salisfactory;to the Owner to indemnify the Owner against such lien. If such lien remains unsatisfied after ,payirients;arel iade,'tlie ;Contractor shall refund to the Owner all money that the Owner may be compelled to pay in discharging such lien, includmg;all costs and reasonable attorneys' fees. ).10.3 If,yafter Substantial;Completion of the Work, final completion thereof is materially delayed through no fault g of the ;.Contractor or_b50ssuance of Change Orders affecting final completion, and the Architect so confirms, the Owner shall, uponsapplication by the Contractor and certification by the Architect, and without terminating the Contract; make payment of.the`balance due for that portion of the Work fully completed and accepted. If the ieinaining,balance fo .Work.not fully completed or corrected is less than retainage stipulated in the Contract Documents, : and,if bondshave been furnished, the written consent of surety to payment of the balance due for that <;-.fiportion of the_,Work fully completed and accepted shall be submitted by the Contractor to the Architect prior to "certification of such; payment: Such payment shall be made under terms and conditions governing final payment, ;'t xceptrthat itshall not `constitute a waiver of claims. 10:4The making'of final paymentshall constitute a waiver of Claims by the Owner except those arising from P.= '1 -; <' tiers Claims, security interests or encumbrances arising out of the Contract and unsettled; failure' of the Work to comply with the requirements of the Contract Documents; or terms of special warranties required by the Contract Documents. ,10 5 Aneeptance;offinal'payment by the Contractor, a Subcontractor or material supplier shall constitute a waiver of claims by that except those previously made in writing and identified by that payee as unsettled at ie tim'e of final Application. for Payment, ARTICLE 10 PROTECTION ;'OF PERSONS AND PROPERTY <.y?.§ 10 :1 SAFETYtFRECAUTIONS AND PROGRAMS :The Contractor, shall be responsible for initiating, maintaining and supervising all safety precautions and programs in ..connection'with.the.performance of the Contract. § 10.2 SAFETY OF PERSONS AND PROPERTY - :, §A0.2.1•.The „Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to :prevent damage ,injury or loss to 1 ;'employees on the Work and other persons who may be affected thereby; the Work and materials and equipment to be incorporated therein, whether in storage on or off the site, under care, custody or control of the Contractor or the Contractor's Subcontractors or Sub - subcontractors; and .3 other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. Init. AIA Document A201”' — 2007. Copyright ®1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAe Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) Init. §10.2.2 The Contractor shall comply with and give notices required by applicable laws, statutes, ordinances, codes, • :rules andregulations, and lawful orders of public authorities bearing on safety of persons or property or their :.protection from damage, injury or loss. §10.2.3,The Contractor shall erect and maintain, as required by existing conditions and performance of the Contract, reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites and utilities. §10.2.4 When. use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary for, execution'of the Work, the Contractor shall exercise utmost care and carry on such activities under supervision :of properly qualified personnel. The•Contractoi.shall.promptly remedy damage and loss (other than damage or loss insured under property insurance required: by' the Contract Documents) to property referred to in Sections 102.1.2 and 10.2.1.3 caused in whole or in part by the Contractor, a Subcontractor, a Sub - subcontractor, or anyone directly or indirectly employed by any of their, or.:by:anyone'for whose acts they may be liable and for which the Contractor is responsible under Sections 102.1:2 and 102:1:3 ;:except damage or loss attributable to acts or omissions of the Owner or Architect or anyone directly:or,indirectly employed by either of them, or by anyone for whose acts either of them may be liable, and: not•attributable totliefault or negligence of the Contractor. The foregoing obligations of the Contractor are in addition to; the: Contractor'.•,sobligations under Section 3.18. §10:2.6 The;Contractor shalb.designate a responsible member of the Contractor's organization at the site whose duty shall be the prevention- ofaccidents. This person shall be the Contractor's superintendent unless otherwise designated by the Contractor writing to the Owner and Architect. § 10:2:7 "The :Contractor shalnotpermit any part of the construction or site to be loaded so as to cause damage or create an unsafe condition: 00:2:8 INJURYOR'DAMAGE TO PERSON OR PROPERTY 'If either party suffers injury -or damage to person or property because of an act or omission of the other party, or of others for whose acts such party is legally:.responsible, written notice of such injury or damage, whether or not insured, shat be- givenrto the other party; within a reasonable time not exceeding 21 days after discovery. The notice shall provide: sufficient detail to enable: -the other party to investigate the matter. §.104HAZARDOUS: MATERIALS §10 :3.1 ::The Contractor is responsible. for compliance with any requirements included in the Contract Documents .regarding hazardous materials : -:•If;the` Contractor encounters a hazardous material or substance not addressed in the Contract Documents and if reasonable precautions will be inadequate to prevent foreseeable bodily injury or death to persons resulting from a material or substance, including but not limited to asbestos or polychlorinated biphenyl (PCB), encountered • :on :the:site by the Contractor, the Contractor shall, upon recognizing the condition, immediately stop Work in the affected. area:; and report the condition to the Owner and Architect in writing. •§ 10.3.2 Upon receipt of the Contractor's written notice, the Owner shall obtain the services of a licensed laboratory ..to verify the presence;or absence of the material or substance reported by the Contractor and, in the event such material or . substance found to be present, to cause it to be rendered harmless. Unless otherwise required by the Contract Documents, tti "e Owner shall furnish in writing to the Contractor and Architect the names and qualifications of persons or entities who are to perform tests verifying the presence or absence of such material or substance or who are to perform the task of removal or safe containment of such material or substance. The Contractor and the Architect will promptly reply to the Owner in writing stating whether or not either has reasonable objection to the persons or entities proposed by the Owner. If either the Contractor or Architect has an objection to a person or entity proposed by the Owner, the Owner shall propose another to whom the Contractor and the Architect have no reasonable objection. When the material or substance has been rendered harmless, Work in the affected area shall resume upon written agreement of the Owner and Contractor. By Change Order, the Contract Time shall be extended appropriately and the Contract Sum shall be increased in the amount of the Contractor's reasonable additional costs of shut -down, delay and start -up. AIA Document A201 TM — 2007. Copyright ©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.29925651371 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) § 10.3.3 To the fullest extent permitted by law, the Owner shall indemnify and hold harmless the Contractor, Subcontractors, Architect, Architect's consultants and agents and employees of any of them from and against :claims, damages, losses and expenses, including but not limited to attorneys' fees, arising out of or resulting from :performance of the Work in the affected area if in fact the material or substance presents the risk of bodily injury or : death 'as 'described in Section 10.3.1 and has not been rendered harmless, provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or t� injury to or destruction of tangible property (Other than the Work itself), except to the extent that such damage, loss or expense is due to the fault or negligence of the party seeking indemnity §10.3.4 The Owner shall_not be responsible under this Section 10.3 for materials or substances the Contractor brings to;the site unless suchniaterials or substances are required by the Contract Documents. The Owner shall be 'responsible, for materialsor substances required by the Contract Documents, except to the extent of the Contractor's fault or negligence in the use and handling of such materials or substances. §.10.3.5 The. Contractor shall indemnify the Owner for the cost and expense the Owner incurs (1) for remediation of 'a Material • or substance the Contractor brings to the site and negligently handles, or (2) where the Contractor fails to perform its obligations under'Section 10.3.1, except to the extent that the cost and expense are due to the Owner's :fault -or "negligence. §,10.3.6If without negligence on the part of the Contractor, the Contractor is held liable by a government agency for the cost ofremediation'of athazardous material or substance solely by reason of performing Work as required by the ;Contract Documents the Owner shall indemnify the Contractor for all cost and expense thereby incurred. 10 4 EMERGENCIES In an;emergency. affecting safety of persons or property, the Contractor shall act, at the Contractor's discretion, to .;: prevent threatened :damage; injury or loss. Additional compensation or extension of time claimed by the Contractor ;on;accotint;of an,emergency. shall be determined as provided in Article 15 and Article 7. ARTICLE;11:'INSURANCE'AND BONDS 11 1 CONTRACTOR''S LIABILITY INSURANCE '§ :11::1:-1 -The Contractor shall purchase from and maintain in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located such insurance as will protect the Contractor from claims setforth below which may arise out of or.'result from the Contractor's operations and completed operations under r.`.the.'Contract.and for which the Contractor may be legally liable, whether such operations be by the Contractor or by a- Subcontractor: or, by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them maybe liable: .1; 'Claims under workers' compensation, disability benefit and other similar employee benefit acts that are applicable to the Work to be performed; Claims :for damages because of bodily injury, occupational sickness or disease, or death of the Contractor's employees; Claimslfor "damages because of bodily injury, sickness or disease, or death of any person other than the Contractor's. employees; .4 Claims for damages insured by usual personal injury liability coverage; .5 Claims for damages, other than to the Work itself, because of injury to or destruction of tangible :.,property, including loss of use resulting therefrom; Claims for damages because of bodily injury, death of a person or property damage arising out of ownership, maintenance or use of a motor vehicle; .7 Claims for bodily injury or property damage arising out of completed operations; and Claims involving contractual liability insurance applicable to the Contractor's obligations under Section 3.18. Init. §- 11.1:2The insurance required by Section 11.1.1 shall be written for not less than limits of liability specified in the Contract. Documents or required by law, whichever coverage is greater. Coverages, whether written on an occurrence or claims -made basis, shall be maintained without interruption from the date of commencement of the Work until the date of final payment and termination of any coverage required to be maintained after final payment, and, with respect to the Contractor's completed operations coverage, until the expiration of the period for correction AIA Document A201TM — 2007. Copyright © 1911, 1915, 1918. 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA'' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software al 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) of Work or for such other period for maintenance of completed operations coverage as specified in the Contract Documents. § 11.1.3 Certificates of insurance acceptable to the Owner shall be filed with the Owner prior to commencement of the Work and thereafter upon renewal or replacement of each required policy of insurance. These certificates and the ,insurance policies required by this Section 11.1 shall contain a provision that coverages afforded under the policies -will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Owner. An additional certificate evidencing continuation of liability coverage, including coverage for completed operations, shall be submitted with the final Application for Payment as required by Section 9.10.2 and thereafter upon renewal or.'replacement of such coverage until the expiration of the time required by Section 11.1.2. Information concerning .reduction of coverage :on account of revised limits or claims paid under the General Aggregate, or both, shall be • furnished by the Contractor with reasonable promptness. . § 11.1.4 The Contractor shall cause the commercial liability coverage required by the Contract Documents to include (1).the Owner,.the Architect and the Architect's Consultants as additional insureds for claims caused in whole or in part by the Contractor's negligent acts or omissions during the Contractor's operations; and (2) the Owner as an additional insured for claims caused in whole or in part by the Contractor's negligent acts or omissions during the Contractor's completed operations. § 11.2 OWNER'S LIABILITY, INSURANCE The Owner shall be responsible for purchasing and maintaining the Owner's usual liability insurance. §11.3 PROPERTY INSURANCE §.,11.3.1 Unless ' otherwise' provided, the Owner shall purchase and maintain, in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located, property insurance written on a builder's risk.'"all= risk" or equivalent policy form in the amount of the initial Contract Sum, plus value of subsequent Contract • Modifications and :cost' of materials supplied or installed by others, comprising total value for the entire Project at the site on :a replacement cost basis without optional deductibles. Such property insurance shall be maintained, unless.otherwise provided in the Contract Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of such insurance, until final payment has been made as provided in Section 9.10 or until no person or.entity other than the Owner has an insurable interest in the property required by this Section 11.3 to be covered, whichever is later. This insurance shall include interests of the Owner, the Contractor, Subcontractors and Sub - subcontractors in the. Project. § 11.3.1.1 Property insurance shall be on an "all- risk" or equivalent policy form and shall include, without limitation, insurance againstthe perils of fire (with extended coverage) and physical loss or damage including, without duplication of coverage, theft, vandalism, malicious mischief, collapse, earthquake, flood, windstorm, falsework, testing and startup, temporary buildings;and debris removal including demolition occasioned by enforcement of any applicable legal requirements, and 'shall cover reasonable compensation for Architect's and Contractor's services and expenses required as a result of such insured loss. § 11.3.1.2 If the Owner does not intend to purchase such property insurance required by the Contract and with all of the coverages in the amount described above, the Owner shall so inform the Contractor in writing prior to commencement of the Work. The Contractor may then effect insurance that will protect the interests of the Contractor, Subcontractors and Sub - subcontractors in the Work, and by appropriate Change Order the cost thereof shall be charged to the Owner. If the Contractor is damaged by the failure or neglect of the Owner to purchase or maintain insurance as described above, without so notifying the Contractor in writing, then the Owner shall bear all reasonable costs properly attributable thereto. § 11.3.1.3 If the property insurance requires deductibles, the Owner shall pay costs not covered because of such deductibles. § 11.3.1.4 This property insurance shall cover portions of the Work stored off the site, and also portions of the Work in transit. § 11.3.1.5 Partial occupancy or use in accordance with Section 9.9 shall not commence until the insurance company or companies providing property insurance have consented to such partial occupancy or use by endorsement or AIA Document A201Th — 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA° Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) otherwise. The Owner and the Contractor shall take reasonable steps to obtain consent of the insurance company or companies and shall, without mutual written consent, take no action with respect to partial occupancy or use that ;would cause cancellation, lapse or reduction of insurance. §:11:3:2 BOILER AND MACHINERY INSURANCE The Owner shall purchase and maintain boiler and machinery insurance required by the Contract Documents or by which shall specifically cover such insured objects during installation and until final acceptance by the Owner; • 'this insurance shall include interests of the Owner, Contractor, Subcontractors and Sub - subcontractors in the Work, and the Owner and Contractor shall be named insureds. §:11.3.3 LOSS OF USE INSURANCE The Owner; at the Owner's option, may purchase and maintain such insurance as will insure the Owner against loss ofuse of the Owner's property due to fire or other hazards, however caused. The Owner waives all rights of action against the Contractor for loss of use of the Owner's property, including consequential losses due to fire or other hazards however caused. §:11.3 ;4 If the Contractor requests in writing that insurance for risks other than those described herein or other special .causes of loss be included in the property insurance policy, the Owner shall, if possible, include such insurance; and the cost thereof shall be charged to the Contractor by appropriate Change Order. init. §1135`If during the Project construction period the Owner insures properties, real or personal or both, at or adjacent the site by property insurance under policies separate from those insuring the Project, or if after final payment property insurance is'to be provided on the completed Project through a policy or policies other than those insuring the Project during the construction period, the Owner shall waive all rights in accordance with the terms of Section '11.3.7 for damages caused by fire or other causes of loss covered by this separate property insurance. All separate ;policies shall provide this waiver of subrogation by endorsement or otherwise. § 113;6'Before an exposure to loss may occur, the Owner shall file with the Contractor a copy of each policy that includes?insurance.coverages required by this Section 11.3. Each policy shall contain all generally applicable condition's; definitions, exclusions and endorsements related to this Project. Each policy shall contain a provision that the policy will not be canceled or allowed to expire, and that its limits will not be reduced, until at least 30 days' prior written notice has been given to the .Contractor. §,11.3.7;WAIVERS OF SUBROGATION " The Owner and.Contractor waive all rights against (1) each other and any of their subcontractors, sub - subcontractors, agents and employees, each of the other, and (2) the Architect, Architect's consultants, separate contractors described in Article 6; if any, and any of their subcontractors, sub - subcontractors, agents and employees, for damages caused by fire or other,causes of loss to the extent covered by property insurance obtained pursuant to this Section 11.3 or other property insurance applicable to the Work, except such rights as they have to proceeds of such insurance held by the Owner as fiduciary. The Owner or Contractor, as appropriate, shall require of the .Ar•hitect, Architect's consultants, separate contractors described in Article 6, if any, and the subcontractors, sub - subcontractors, agents and employees of any of them, by appropriate agreements, written where legally required for validity, similar waivers each in favor of other parties enumerated herein. The policies shall provide such waivers of -subrogation by endorsement or otherwise. A waiver of subrogation shall be effective as to a person or entity even • :though that person,or entity would otherwise have a duty of indemnification, contractual or otherwise, did not pay the insurance premium directly or indirectly, and whether or not the person or entity had an insurable interest in the property damaged. § 11.3.8 A loss insured under the Owner's property insurance shall be adjusted by the Owner as fiduciary and made payable to the Owner as fiduciary for the insureds, as their interests may appear, subject to requirements of any applicable mortgagee clause and of Section 11.3.10. The Contractor shall pay Subcontractors their just shares of insurance proceeds received by the Contractor, and by appropriate agreements, written where legally required for validity, shall require Subcontractors to make payments to their Sub - subcontractors in similar manner. § 11.3.9 If required in writing by a party in interest, the Owner as fiduciary shall, upon occurrence of an insured loss, give bond for proper performance of the Owner's duties. The cost of required bonds shall be charged against proceeds received as fiduciary. The Owner shall deposit in a separate account proceeds so received, which the AIA Document A201 TM — 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlAe Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) §;12:1:2- -.If;a portion' of:the,Work has been covered that the Architect has not specifically requested to examine prior to::its beitig,covered, the' Architect may request to see such Work and it shall be uncovered by the Contractor. If such Workis"in accordance with the Contract Documents, costs of uncovering and replacement shall, by appropriate :Change Order,•be at the .O.wner's expense. If such Work is not in accordance with the Contract Documents, such costs and the cost.of correction shall,be at the Contractor's expense unless the condition was caused by the Owner or a separate: contractor in which event the. Owner shall be responsible for payment of such costs. • §:12 :2 CORRECTION °.OF WORK §.12.21•:BEFORE:OR AFTER SUBSTANTIAL COMPLETION The•Contractor shall promptly correct Work rejected by the Architect or failing to conform to the requirements of tlie.ContractDocuments, whether; discovered before or after Substantial Completion and whether or not fabricated, • installed or completed. Costs of correcting such rejected Work, including additional testing and inspections, the cost of•uncovering and.replacernent, and compensation for the Architect's services and expenses made necessary thereby, shall be at the Contractor's expense. § 12.2.2 AFTER•SUBSTANTIAL COMPLETION §:12.2.2.1 In•addition to the Contractor's obligations under Section 3.5, if, within one year after the date of :Substantial Completion of the Work or designated portion thereof or after the date for commencement of warranties established under Section 9.9.1, or by terms of an applicable special warranty required by the Contract Documents, any of the Work is found to be not in accordance with the requirements of the Contract Documents, the Contractor • shall correct it promptly after receipt of written notice from the Owner to do so unless the Owner has previously given the Contractor a written acceptance of such condition. The Owner shall give such notice promptly after discovery of the condition. During the one -year period for correction of Work, if the Owner fails to notify the Contractor and give the Contractor an opportunity to make the correction, the Owner waives the rights to require correction by the. Contractor and to make a claim for breach of warranty. If the Contractor fails to correct nonconforming Work within a reasonable time during that period after receipt of notice from the Owner or Architect, the Owner may correct it in accordance with Section 2.4. AIA Document A201 "' — 2007. Copyright ©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) § 12.2.2.2 The one -year period for correction of Work shall be extended with respect to portions of Work first performed after Substantial Completion by the period of time between Substantial Completion and the actual • completion of that portion of the Work. 12:2.2:3: The one -year period for correction of Work shall not be extended by corrective Work performed by the ontractor pursuant to this Section 12.2. 121.3 The Contractor shall remove from the site portions of the Work that are not in accordance with the - requirements of the Contract Documents and are neither corrected by the Contractor nor accepted by the Owner. 12.2.4 The +Contractor'slall bear the cost of correcting destroyed or damaged construction, whether completed or artlally completed, ofttheOwner or separate contractors caused by the Contractor's correction or removal of Work at is not in-accordance with the requirements of the Contract Documents. § 12.2.5 Nothing contained in'this Section 12.2 shall be construed to establish a period of limitation with respect to other obligations.the Contractor has under the Contract Documents. Establishment of the one -year period for cofrectionof Workaasrdescnbed in Section 12.2.2 relates only to the specific obligation of the Contractor to correct -the Work,. -and has rio relationship to the time within which the obligation to comply with the Contract Documents may besought to:be enforced, -nor to the time within which proceedings may be commenced to establish the Contfactor 'sliabilitywitli�respect to the Contractor's obligations other than specifically to correct the Work. - p, §,12 3 ACCEPTANCE OF;NONCONFORMING WORK ]f the Owner prefersto'accept Work that is not in accordance with the requirements of the Contract Documents, the -.';'owner may doa41i- tead;of- requiring its removal and correction, in which case the Contract Sum will be reduced as appropriate and equitable' Such adjustment shall be effected whether or not final payment has been made. `"ARTICLE -.131 MISGELLANEOUSIPROVISIONS § 131 GOVERNING LAW Tbe'Contract,shalDbe governed by the law of the place where the Project is located except that if the parties have < 'selected arbitration'as theimethod of binding dispute resolution, the Federal Arbitration Act shall govern Section 'I'5a 32 SUCCESSORS' AND ASSIGNS:= §13,2.1,The; Owner and Contractor respectively bind themselves, their partners, successors, assigns and legal representativesto•covenants, agreements and obligations contained in the Contract Documents. Except as provided • 10 =Section =13 2 2,;nerther party to the Contract shall assign the Contract as a whole without written consent of the otheilf either party attempts to'make:such an assignment without such consent, that party shall nevertheless remain egallyresponsible for all obligations: under the Contract. } 13:2.2 The Owner may,, without consent of the Contractor, assign the Contract to a lender providing construction financing for,the ProjOetjrilielender assumes the Owner's rights and obligations under the Contract Documents. The Contractor shall execute: all; consents reasonably required to facilitate such assignment. § 13.3 WRITTEN. NOTICE •`sWritten notice shall be deemed to have been duly served if delivered in person to the individual, to a member of the •:f'tin or entity,: =or:to an' officer of the corporation for which it was intended; or if delivered at or sent by registered or - certified mailer b' courier service providing proof of delivery to, the last business address known to the party giving notice. • §,13 4 RIGHTS AND REMEDIES 0,30 and obligations imposed by the Contract Documents and rights and remedies available thereunder shallbe in:addition to and not a limitation of duties, obligations, rights and remedies otherwise imposed or available bylaw:.. • § 13.4.2 No action or failure to act by the Owner, Architect or Contractor shall constitute a waiver of a right or duty afforded them under the Contract, nor shall such action or failure to act constitute approval of or acquiescence in a breach there under, except as may be specifically agreed in writing. AIA Document A201TM — 2007. Copyright ©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Init. Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) Init. § 13.5 TESTS AND INSPECTIONS .§ .13.5.1.Tests, inspections and approvals of portions of the Work shall be made as required by the Contract Documents and by applicable laws, statutes, ordinances, codes, rules and regulations or lawful orders of public ,authorities. Unless otherwise provided, the Contractor shall make arrangements for such tests, inspections and approvals with an independent testing laboratory or entity acceptable to the Owner, or with the appropriate public authority, and shall bear all related costs of tests, inspections and approvals. The Contractor shall give the Architect timely notice of when and where tests and inspections are to be made so that the Architect may be present for such procedures. The Owner shall bear costs of (1) tests, inspections or approvals that do not become requirements until .after bids are received :or:negotiations concluded, and (2) tests, inspections or approvals where building codes or applicable laws or regulations prohibit the Owner from delegating their cost to the Contractor. §:13.5.2 If the Architect; Owner or public authorities having jurisdiction determine that portions of the Work require additional testing, inspection,or approval not included under Section 13.5.1, the Architect will, upon written authorization from the Owner;: instruct the Contractor to make arrangements for such additional testing, inspection or approval by an .entity acceptable to the Owner, and the Contractor shall give timely notice to the Architect of when and where tests. and •inspections are to be made so that the Architect may be present for such procedures. Such costs, except as:provided•in'Section 13.5.3, shall be at the Owner's expense. § 13.5.3 If such procedures -for testing, inspection or approval under Sections 13.5.1 and 13.5.2 reveal failure of the portions of: the Work to comply_;with requirements established by the Contract Documents, all costs made necessary by such failure including those' of repeated procedures and compensation for the Architect's services and expenses shall be at the Contractor' s': expense. § 13.5:4 Required certificates`of testing, inspection or approval shall, unless otherwise required by the Contract Documents, be secured by Contractor and promptly delivered to the Architect. § 13.5 :5'Iftlte Architect is:.to_observe tests, inspections or approvals required by the Contract Documents, the Architect -will do;solpromptly and where practicable, at the normal place of testing. §1-3 5.6 Tests or inspections :conducted pursuant to the Contract Documents shall be made promptly to avoid unreasonable delay in the`Work. .§13.6 INTEREST Payments due and'unpaid under the Contract Documents shall bear interest from the date payment is due at such rate as the parties may agree upon in writing or, in the absence thereof, at the legal rate prevailing from time to time at the place where the'Project is_located. § 13.7 TIME LIMITS ON- .CLAIMS :: , The Owner and Contractor shall commence all claims and causes of action, whether in contract, tort, breach of warranty or otherwise•againstthe other arising out of or related to the Contract in accordance with the requirements of the final dispute. resolution method selected in the Agreement within the time period specified by applicable law, but in any case not more:than :10:years after the date of Substantial Completion of the Work. The Owner and Contractor waive all claims and causes of action not commenced in accordance with this Section 13.7. ARTICLE 14 '- TERMINATION OR SUSPENSION OF THE CONTRACT § 14.1 TERMINATION BY THE CONTRACTOR § 14.1.1 The Contractor may terminate the Contract if the Work is stopped for a period of 30 consecutive days through no act or fault of the Contractor or a Subcontractor, Sub - subcontractor or their agents or employees or any other persoris or entities performing portions of the Work under direct or indirect contract with the Contractor, for any of the following reasons: .1 Issuance of an order of a court or other public authority having jurisdiction that requires all Work to be stopped; .2 An act of government, such as a declaration of national emergency that requires all Work to be stopped; AIA Document A201 TM — 2007. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) .3 Because the Architect has not issued a Certificate for Payment and has not notified the Contractor of the reason for withholding certification as provided in Section 9.4.1, or because the Owner has not made payment on a Certificate for Payment within the time stated in the Contract Documents; or The Owner has failed to furnish to the Contractor promptly, upon the Contractor's request, reasonable evidence as required by Section 2.2.1. §1 - 14:2 The Contractor may terminate the Contract if, through no act or fault of the Contractor or a Subcontractor, .Sub= subcontractor or their agents or employees or any other persons or entities performing portions of the Work under direct or indirect=contract with the Contractor, repeated suspensions, delays or interruptions of the entire Work by.:ithe Owner'as described in Section 14.3 constitute in the aggregate more than 100 percent of the total number of days scheduled; for completion, or 120 days in any 365 -day period, whichever is less. 04,1.3 if one'of the reasons described in Section 14.1.1 or 14.1.2 exists, the Contractor may, upon seven days' ;written notice:to the; Owner and Architect, terminate the Contract and recover from the Owner payment for Work executed; "including :reasonable overhead and profit, costs incurred by reason of such termination, and damages. § 14.1.4`Ifthe Work stopped; for a period of 60 consecutive days through no act or fault of the Contractor or a Subcontractor or. their agents or employees or any other persons performing portions of the Work under contract witkthe ,Contractor because the Owner has repeatedly failed to fulfill the Owner's obligations under the Contract Documents .withrespect,to matters important to the progress of the Work, the Contractor may, upon seven additional days' :writteniotice.tothe•Owner and the Architect, terminate the Contract and recover from the Owner as provided ecti on; 14A:3. ;~ . §.14.2 TERMINATION BY+THE OWNER FOR CAUSE § .14:2:1 The;.Owner may terminate the Contract if the Contractor d1 repeatedly efuses or fails to supply enough properly skilled workers or proper materials; failsto;make :payment to Subcontractors for materials or labor in accordance with the respective �agreementsbetween the Contractor and the Subcontractors; repeatedlydisregards applicable laws, statutes, ordinances, codes, rules and regulations, or lawful ciders :of a public authority; or otherwise is guilty of substantial breach of a provision of the Contract Documents. When:any ofthe above reasons exist, the Owner, upon certification by the Initial Decision Maker that sufficient: cause; exists" to justify such action, may without prejudice to any other rights or remedies of the Owner and after-givin'g thel.Contractor and the Contractor's surety, if any seven days' written notice, terminate employment of the' Contractor, and' may, subject to any prior rights of the surety: Exclude the Contractor from the site and take possession of all materials, equipment, tools, and construction equipinent and machinery thereon owned by the Contractor; Accept assignment of subcontracts pursuant to Section 5.4; and Finish the Work by whatever reasonable method the Owner may deem expedient. Upon written request of the Contractor, the Owner shall furnish to the Contractor a detailed accounting of the costs ;- incuried:-by:the:Owner in finishing the Work. § 14.2.3 When:the Owner terminates the Contract for one of the reasons stated in Section 14.2.1, the Contractor shall not be entitledto-receive further payment until the Work is finished. § 14.2.4 if theunpaid'balance of the Contract Sum exceeds costs of finishing the Work, including compensation for the Architect's services and expenses made necessary thereby, and other damages incurred by the Owner and not expressly:waived; such excess shall be paid to the Contractor. If such costs and damages exceed the unpaid balance, the. Contractor "shall pay the difference to the Owner. The amount to be paid to the Contractor or Owner, as the case May be, shall;; be certified by the Initial Decision Maker, upon application, and this obligation for payment shall :survive�termination of the Contract. Init. § 14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE § 14.3.1.The Owner may, without cause, order the Contractor in writing to suspend, delay or interrupt the Work in whole or in part for such period of time as the Owner may determine. AIA Document A201TM — 2007. Copyright 01911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) § 14.3.2 The Contract Sum and Contract Time shall be adjusted for increases in the cost and time caused by suspension, delay or interruption as described in Section 14.3.1. Adjustment of the Contract Sum shall include profit.•No adjustment shall be made to the extent .1 that performance is, was or would have been so suspended, delayed or interrupted by another cause for which the Contractor is responsible; or .2 that an equitable adjustment is made or denied under another provision of the Contract. § 14.4 TERMINATION BY THE OWNER FOR CONVENIENCE § 14.4.1 The Owner may, at any time, terminate the Contract for the Owner's convenience and without cause. § 14.4.2 Upon receipt of written notice from the Owner of such termination for the Owner's convenience, the Contractor shall .1 cease•operations as directed by the Owner in the notice; .2 'take actions necessary, or that the Owner may direct, for the protection and preservation of the Work; and .3 except for Work directed to be performed prior to the effective date of termination stated in the notice, terminate all existing subcontracts and purchase orders and enter into no further subcontracts and purchase orders. §.14:4.3 In case of such termination for the Owner's convenience, the Contractor shall be entitled to receive payment .for Work executed,:and costs incurred by reason of such termination, along with reasonable overhead and profit on the Work not executed: ARTICLE 15 CLAIMS AND DISPUTES 015.1 CLAIMS § 15.1:1 :DEFINITION, A Claim.is a derriand or assertion by one of the parties seeking, as a matter of right, payment of money, or other relief with respect to,theterms-of the Contract. The term "Claim" also includes other disputes and matters in • question- between,the Owner'and Contractor arising out of or relating to the Contract. The responsibility to substantiate Claims.shall rest with the party making the Claim. • §;15.1.2 NOTICE.OF,CLAIMS Claims by eitherthe Owner or Contractor must be initiated by written notice to the other party and to the Initial Decision Maker with a copy sent to the Architect, if the Architect is not serving as the Initial Decision Maker. Claims by,either;party;must be initiated within 21 days after occurrence of the event giving rise to such Claim or Within 21 days after the'claimant first recognizes the condition giving rise to the Claim, whichever is later. § 15.1:3.CONTINUING CONTRACT PERFORMANCE • Pending -final resolution of a Claim, except as otherwise agreed in writing or as provided in Section 9.7 and Article 14, the Contractor shall proceed diligently with performance of the Contract and the Owner shall continue to make payments in accordance with the Contract Documents. The Architect will prepare Change Orders and issue Certificates for Payment in accordance with the decisions of the Initial Decision Maker. § 15.1.4 CLAIMS FOR ADDITIONAL COST If the Contractor wishes to make a Claim for an increase in the Contract Sum, written notice as provided herein shall be'given before proceeding to execute the Work. Prior notice is not required for Claims relating to an emergency endangering life or property arising under Section 10.4. Init. § 15.1.5 CLAIMS FOR ADDITIONAL TIME § .15.1.5.1 If the Contractor wishes to make a Claim for an increase in the Contract Time, written notice as provided herein shall be given. The Contractor's Claim shall include an estimate of cost and of probable effect of delay on progress of the Work. In the case of a continuing delay, only one Claim is necessary. § 15.1.5.2 If adverse weather conditions are the basis for a Claim for additional time, such Claim shall be documented by data substantiating that weather conditions were abnormal for the period of time, could not have been reasonably anticipated and had an adverse effect on the scheduled construction. AIA Document A201"" — 2007. Copyright ©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAe Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) § 15.1.6 CLAIMS FOR CONSEQUENTIAL DAMAGES The Contractor and Owner waive Claims against each other for consequential damages arising out of or relating to this Contract. This mutual waiver includes .1 damages incurred by the Owner for rental expenses, for losses of use, income, profit, financing, business and reputation, and for loss of management or employee productivity or of the services of such persons; and damages incurred by the Contractor for principal office expenses including the compensation of personnel stationed there, for losses of financing, business and reputation, and for Ioss of profit except anticipated profit arising directly from the Work. Init. This mutual waiver is applicable, without limitation, to all consequential damages due to either party's termination -in. accordance with Article 14. Nothing contained in this Section 15.1.6 shall be deemed to preclude an award of -liquidated damages, when applicable, in accordance with the requirements of the Contract Documents. § 15.2 INITIAL DECISION § 15.2.1 Claims, excluding those arising under Sections 10.3, 10.4, 11.3.9, and 11.3.10, shall be referred to the Initial •.Decision -Maker for initial decision. The Architect will serve as the Initial Decision Maker, unless otherwise indicated inthe Agreement. Except for those Claims excluded by this Section 15.2.1, an initial decision shall be required,as a condition ;precedent to mediation of any Claim arising prior to the date final payment is due, unless 30 days have passed after the Claim has been referred to the Initial Decision Maker with no decision having been rendered. Unless the ' Initial• Decision Maker and all affected parties agree, the Initial Decision Maker will not decide 'disputes between the_ Contractor and persons or entities other than the Owner. §15.2.2 The Initial:Decisiori Maker will review Claims and within ten days of the receipt of a Claim take one or more of-the following-actions: (I) request additional supporting data from the claimant or a response with supporting data-from the other:.party:(2),reject the Claim in whole or in part, (3) approve the Claim, (4) suggest a compromise, .:or (5) advise the'parties that,the Initial Decision Maker is unable to resolve the Claim if the Initial Decision Maker :lacks sufficient information: to: evaluate the merits of the Claim or if the Initial Decision Maker concludes that, in the Initial Decision Maker's sole discretion, it would be inappropriate for the Initial Decision Maker to resolve the Claim. § 15.2.3 In evaluating. Claims; the Initial Decision Maker may, but shall not be obligated to, consult with or seek information from:, either party or from persons with special knowledge or expertise who may assist the Initial Decision .Maker in rendering adecision The Initial Decision Maker may request the Owner to authorize retention of such persons at the Owner's expense:' §15.2.4 If the Initial Decision Maker requests a party to provide a response to a Claim or to furnish additional supporting:data, such party shall:respondi within ten days after receipt of such request, and shall either (1) provide a response on;the requested supporting data, (2) advise the Initial Decision Maker when the response or supporting ..data.will be furnished or (3) advise the Initial Decision Maker that no supporting data will be furnished. Upon receipt :of the _response or-supporting data, if any, the Initial Decision Maker will either reject or approve the Claim in whole or in part. § 15.2.5 The Initial Decision Maker will render an initial decision approving or rejecting the Claim, or indicating that the InitiaLDecisionMaker is unable to resolve the Claim. This initial decision shall (I) be in writing; (2) state the reasons therefor; and (3) notify the parties and the Architect, if the Architect is not serving as the Initial Decision Maker, of any change in the Contract Sum or Contract Time or both. The initial decision shall be final and binding on the parties but subject to mediation and, if the parties fail to resolve their dispute through mediation, to binding dispute resolution. § 15.2.6 Either party may file for mediation of an initial decision at any time, subject to the terms of Section 15.2.6.1. § 15.2.6.1 Either party may, within 30 days from the date of an initial decision, demand in writing that the other party file for mediation within 60 days of the initial decision. If such a demand is made and the party receiving the demand fails to file for mediation within the time required, then both parties waive their rights to mediate or pursue binding dispute resolution proceedings with respect to the initial decision. AfA Document A201 TM' - 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) § 15.2.7 In the event of a Claim against the Contractor, the Owner may, but is not obligated to, notify the surety, if any, of the nature and amount of the Claim. If the Claim relates to a possibility of a Contractor's default, the Owner ay;,liutis not obligated to, notify the surety and request the surety's assistance in resolving the controversy. §.15.2:8 If a Claim relates to or is the subject of a mechanic's lien, the party asserting such Claim may proceed in ;accordance with applicable law to comply with the lien notice or filing deadlines. ':§ 15:3 MEDIATION ,A15.3.1 Claims, disputes, or other matters in controversy arising out of or related to the Contract except those it ?waived as provided for,in Sections 9.10.4, 9.10.5, and 15.1.6 shall be subject to mediation as a condition precedent to binding dispute resolution. §,15.3.2 The parties shall endeavor to resolve their Claims by mediation which, unless the parties mutually agree `;:otherwise, shall ;be administered by the American Arbitration Association in accordance with its Construction :Industry Mediation:Procedures in effect on the date of the Agreement. A request for mediation shall be made in ;s;wrifing ; delivered :to the other party to the Contract, and filed with the person or entity administering the mediation. The request-.may-be made concurrently with the filing of binding dispute resolution proceedings but in such event, zniediatiori shall.proceed in advance of binding dispute resolution proceedings, which shall be stayed pending 'mediation- for a:period (4.60 days from the date of filing, unless stayed for a longer period by agreement of the parties, or' court. order.-If an arbitration is stayed pursuant to this Section 15.3.2, the parties may nonetheless proceed ,to the selectionrof the arbitrator(s) and agree upon a schedule for later proceedings. §15:3.3;The,parties shall share the mediator's fee and any filing fees equally. The mediation shall be held in the -,.place where the Project,is located, unless another location is mutually agreed upon. Agreements reached in ..-mediation shall :be enforceable as settlement agreements in any court having jurisdiction thereof. 15:4` ARBITRATION : . 1541'::If the parties have selected arbitration as the method for binding dispute resolution in the Agreement, any Claim'subject to,.but not resolved by mediation shall be subject to arbitration which, unless the parties mutually „agree ,otherwise,. erwise,. shall be administered by the American Arbitration Association in accordance with its Construction Industry Arbitration Rules in effect on the date of the Agreement. A demand for arbitration shall be made in writing, delivered to the other: party to the Contract, and filed with the person or entity administering the arbitration. The . -party filing.a noticeof demand for arbitration must assert in the demand all Claims then known to that party on :,rwhich:arbitration is permitted to be demanded. §;15:4:1.1 A demand:for arbitration shall be made no earlier than concurrently with the filing of a request for mediation,., but in no event shall it be made after the date when the institution of legal or equitable proceedings based on the Claim would be barred by the applicable statute of limitations. For statute of limitations purposes, receipt of a written`demancffor arbitration by the person or entity administering the arbitration shall constitute the institution of :legal or equitable proceedings based on the Claim. § 15.4.2 The award rendered by the arbitrator or arbitrators shall be final, and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction thereof. § :15.4.3 The'foregoing agreement to arbitrate and other agreements to arbitrate with an additional person or entity duly consented to :by parties to the Agreement shall be specifically enforceable under applicable law in any court having jurisdiction thereof. Init. §,:15.4.4 CONSOLIDATION OR JOINDER `§ 15.4.4.1• Either party, at its sole discretion, may consolidate an arbitration conducted under this Agreement with any other :arbitratign.to which it is a party provided that (1) the arbitration agreement governing the other arbitration peirints consolidation, (2) the arbitrations to be consolidated substantially involve common questions of law or fact, • and(3) the. arbitrations employ materially similar procedural rules and methods for selecting arbitrator(s). § 15.4.4.2 Either party, at its sole discretion, may include by joinder persons or entities substantially involved in a common question of law or fact whose presence is required if complete relief is to be accorded in arbitration, provided that the party sought to be joined consents in writing to such joinder. Consent to arbitration involving an AIA Document A201TM - 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This Ale Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAr'' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) additional person or entity shall not constitute consent to arbitration of any claim, dispute or other matter in question not described in the written consent. "15 44 3The Owner and Contractor grant to any person or entity made a party to an arbitration conducted under tliis-Sedtion 15.4, whether by joinder or consolidation, the same rights of joinder and consolidation as the Owner and ,- Contractor under this Agreement. Init. AIA Document A201 TM - 2007. Copyright ©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAe Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) Additions and Deletions Report for AIA Document A201 TM — 2007 This Additioris and Deletions Report, as defined on page 1 of the associated document, reproduces below all text the author has added to the standard form AIA document in order to complete it, as well as any text the author may have added to or deleted from the original AIA text. Added text is shown underlined. Deleted text is indicated with a horizontal line through the original AIA text. • Note: ,This Additions and Deletions Report is provided for information purposes only and is not incorporated into or constitute any pa t of the associated AIA document. This Additions and Deletions Report and its associated document were generated :simultaneously by AIA software at 11 :16:25 on 05/26/2009. PAGE 1 Costco Wholesale 999 Lake Drive Issagivah;.WA 98027 (Name, legal status and address) MulvannyG2 Architecture 1110 .112th Ave. N.E.; #500 Bellevue; .WA 98004 Additions and Deletions Report for AIA Document A201 TM — 2007. Copyright ©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA° Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) Certification of Document's Authenticity AlA ®-Document D401TM — 2003 hereby certify, to the best of my knowledge, information and belief, that I created the attached final document simultaneously with its associated Additions and Deletions Report and this certification at 11:16:25 on 05/26/2009 under Order No. 2992565137_1 from AIA Contract Documents software and that in preparing the attached final document I made no changes to the original text of AIA® Document A201"' — 2007 - General Conditions of the Contract for; Construction, as published by the AIA in its software, other than those additions and deletions shown in the associated Additions`and Deletions Report. AIA Document D40111" — 2003. Copyright ©1992 and 2003 by The American Institute of Architects. All rights reserved. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:16:25 on 05/26/2009 under Order No.2992565137_1 which expires on 05/13/2010, and is not for resale. User Notes: (1248145208) DOCUMENT 00500 SUPPLEMENTARY CONDITIONS MODIFICATIONS TO AIA DOCUMENT A201 - 2007 EDITION SC -1. CONFLICTS: In case of conflict between the Technical Specifications and the General and Supplementary Conditions, the Specifications shall govern. SC -2. MODIFICATIONS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ARTICLE 1 GENERAL PROVISIONS 1.1 BASIC DEFINITIONS Par. 1.1.1 Change the last sentence to read: "Unless specifically enumerated in the Agreement, the Contract Documents DO include Bid Documents (Invitation to Bid, Instructions to Bidders, sample forms, Addenda, Contractors Bid Proposal, and Bid Proposal Breakdown), and other documents as specifically enumerated in the Owner /Contractor Agreement." ARTICLE 2 OWNER 2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER Par. 2.2.3 Add to the end of the paragraph: "Owner shall furnish all soils / geotechnical reports describing the physical characteristics for the site of the project." ARTICLE 3 CONTRACTOR 3.4 LABOR AND MATERIALS Par. 3.4.1 Add to the end of the sentence: "...until cost responsibilities are transferred to the Owner as defined in Section 01500 "Temporary Construction Facilities." 3.7 PERMITS, FEES, NOTICES, AND COMPLIANCE WITH LAWS Par. 3.7.1 Change entire paragraph to read: "Owner will pay plan check and basic building permit fee costs. Contractor shall secure and pay for Mechanical HVAC, Piping and Plumbing, Electrical, Refrigeration, all other subcontractor permits, as required by local jurisdictions, including: 1. Permits for signage, Occupancy and other work not listed but required for this project." 3.9 SUPERINTENDENT Par. 3.9.1 Add to the end of the paragraph: "Prior to commencing the work, the Contractor and the Superintendent shall set the standards and levels of responsibility for the Superintendent for the duration of the work. MULVANNYG2 ARC HITECTURE COSTCO WHOLESALE 400 Costco Drive MG2 # 93- 0440 -24 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 DOCUMENT 00500 Page 2 SUPPLEMENTARY CONDITIONS ARTICLE 4 ARCHITECT 4.2 ADMINISTRATION OF THE CONTRACT Par. 4.2.8 Change the first sentence to read: "The Contractor will prepare Change Orders. The Architect will prepare Construction Change Directives, and may authorize minor changes in the Work as provided in Section 7.4." ARTICLE 9 PAYMENTS AND COMPLETION 9.3 APPLICATIONS FOR PAYMENT Par. 9.3.1 At the end of the last sentence, delete "and shall reflect retainage if provided for in the Contract Documents." and add the following: and shall reflect ten percent (10 %) retainage." Par. 9.3.2 Add the following to the end of the paragraph: "Suitably stored" means protected for security (theft and vandalism) and protected from the weather (sun, rain, snow, freezing temperatures, etc.). Par. 9.3.3 Add the following to the end of the paragraph: "Free and clear of liens, claims, security interests or encumbrances" means that the Contractor has paid all parties for work previously completed and reimbursements have been made to the Contractor by the Owner. Should a lien, claim, etc., be placed on the work, the Contractor is responsible for its removal, and the Owner will be held harmless in the process. See Section 01290 "Payment Procedures" for Lien Waiver and Affidavit requirements." 9.8 SUBSTANTIAL COMPLETION Par. 9.8.1 Change entire paragraph to read: "The date of Substantial Completion of the Work is the date certified by the Architect that construction is 100% complete (with only final corrections remaining to be completed) in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use." ARTICLE 11 INSURANCE AND BONDS 11.1 CONTRACTOR'S LIABILITY INSURANCE Par. 11.1.1 Revise the paragraph to read: "The Contractor shall purchase...as will protect the Contractor, Owner, and Architect of Record from claims..." .4 Add the following to the end of the sentence: "which are sustained (1) by any person as a result of an offense directly or indirectly related to the employment of such person by the Contractor, or (2) by any other person;" The policies of insurance purchased and maintained by the Contractor shall include, but are not limited to, the following coverages: .1 General Liability: Comprehensive form including premises operations, explosion and collapse hazard, underground hazard, products /complete operations hazard, contractual insurance, broad form property damage, independent contractors and personal injury, and the stop -gap endorsement. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 DOCUMENT 00500 Page 3 SUPPLEMENTARY CONDITIONS .2 Automobile Liability: Comprehensive Form, Auto policy must be written on an Occurrence Based form, including owned, hired, and non -owned vehicles. .3 Excess Liability: Umbrella form shall apply to General Liability and Auto Liability. Policy shall be written as "follow form ". .4 Workers' Compensation and Employers' Liability Par. 11.1.2 Change the first sentence to read: "The insurance required by Subparagraph 11.1.1 shall include contractual liability insurance applicable to the Contractor's obligations under Paragraph 3.18, and shall be written for limits required by laws governing in localities having jurisdiction, but no Tess than the limits set forth below:" General Liability Bodily Injury Property Damage Auto Liability Umbrella Policy Workers Compensation Employers Liability PER OCCURRENCE AGGREGATE $1,000,000 $2,000,000 $1,000,000 $2,000,000 $1,000,000 $5,000,000 $5,000,000 Statutory $1,000,000 (each accident) $1,000,000 (bodily injury, by disease, each employee) Par. 11.1.3 Change the first two sentences to read: "Certificates of insurance acceptable to the Owner shall be filed with the Owner and Architect prior to commencement of the work and thereafter upon renewal or replacement of each required policy of insurance. The original policies may be substituted for the certificates. These certificates and the insurance policies required by this Section 11.1 shall contain a provision that coverages afforded under the policies will not be canceled or allowed to expire until the Work has been completed or at least 30 days' prior written notice has been given to the Owner." All policies shall include waiver of insurer's rights to subrogate against Costco Wholesale. General liability, Umbrella and Pollution policies shall be maintained for 5 years upon contract completion. Terms and Conditions: All policies (including property) shall be placed with insurance carriers rated by AM Best at A- VIII or better. All policies shall be written on an "Occurrence Based" form. If unavailable, "Claims Made" form will be acceptable under the following terms. All claims made policies are to be maintained in effect by Company at all times while the agreement is in effect, claims made policies shall have a retroactive date of 5 years prior to entering into Costco's contract. Extended Reporting period coverage shall be provided to Costco for a period of at least 5 years upon contract completion. Risk Management should review claims made policy requests. Insurance policies maintained by Contractor and its Sub - Contractors shall be primary. Policies maintained by Owner shall be excess and noncontributory to policies maintained by Contractor /Sub- contractors. Insurance requirements shall not be deemed to release or diminish the liability of contracted party including, without limitation, liability under the indemnity provision of this agreement. Damage recoverable by Costco shall not be limited by the amount or scope of the required insurance coverages. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 DOCUMENT 00500 Page 4 SUPPLEMENTARY CONDITIONS Par. 11.1.4 Add the word "primary" in the paragraph: "...(1) the Owner, the Architect, and the Architect's Consultants as primary additional insureds...and (2) the Owner, the Architect, and the Architect's Consultant as a primary additional insured for claims..." Par. 11.1.5 Add new paragraph: "The Owner and the Architect are named as primary additional insureds on all insurance required by Subparagraph 11.1.1 and will be protected against all claims, which may arise from operations under the Contract. 11.3 PROPERTY INSURANCE Par. 11.3.1 Par. 11.3.2 Change the first sentence to read: "Unless otherwise provided, the Contractor shall purchase and maintain, in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located, property insurance written on a builder's risk "all- risk ", on ALS 72 Form, for the entire Work at the site for the full value of the Work required by the Contract Documents and not less than the final completed value of the Project. This insurance shall also include "Difference in Conditions" (D.I.C.) in the insured property. In the last sentence after "...Sub- subcontractors" add "and any loss payees ". Par. 11.3.1.1 After "Property insurance shall be on an "all- risk "..." delete or equivalent policy form" and add "policy, on ALS 72 Form, ". Par. 11.3.1.2 Delete entire paragraph. Par. 11.3.1.3 After "If the property insurance requires deductibles, the..." delete "Owner" and replace with "Contractor". Par. 11.3.1.5 Delete entire paragraph. BOILER AND MACHINERY INSURANCE Change paragraph to read: "The Contractor shall purchase and maintain boiler and machinery insurance required by the Contract Documents or by law, as necessary to provide full replacement cost coverage and liability coverage for bodily injury or property damage with limits of $1,000,000.00, and /or as may be required by any governing law, which shall specifically cover such insured objects during installation and until final acceptance by the Owner; this insurance shall include interests of the Owner, Contractor, Subcontractors, Sub - subcontractors, and any loss payees in the Work, and the Owner, Architect of Record, Architect's Consultants and Contractor shall be named insureds." Par. 11.3.3 LOSS OF USE INSURANCE Delete the entire paragraph. Par. 11.3.4 Change the paragraph to read: If the Owner requests in writing that insurance for risks other than those described in Subparagraphs 11.3.1 and 11.3.2 or other special hazards be included in the property insurance policy, the Contractor shall include such insurance. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 Par. 11.3.6 Par. 11.3.7 Par. 11.3.8 DOCUMENT 00500 Page 5 SUPPLEMENTARY CONDITIONS Change the first sentence to read: "Before an exposure to Toss may occur, the Contractor shall file a copy of all policies or certificate of insurance with the Owner. The work, as included in the Contract Documents, will not commence until the insurance certificates or policies have been delivered to the Owner." WAIVERS OF SUBROGATION Add the following to the beginning of the paragraph: "The Contractor shall indemnify, hold harmless, and defend (1) the Owner, its officers, agents and employees and (2) Architect of Record and Architect's Consultants from liability of any nature or kind, including costs and expenses, for or on account of any and all legal actions or claims of any character whatsoever resulting from injuries or damages sustained by any person or property." Change the first sentence to read: "Any loss insured under Subparagraph 11.3.1 is to be adjusted with the Owner as fiduciary for the insureds, as their interests may appear, subject to the requirements of any applicable mortgagee clause and of Subparagraph 11.3.10." Par. 11.3.9 Add to the end of the last sentence: "and shall be covered by an appropriate Change Order." Par. 11.3.10 Delete the last sentence "If the Owner and Contractor...in accordance with the directions of the arbitrators." ARTICLE 12 UNCOVERING AND CORRECTION OF WORK 12.2 CORRECTION OF WORK Par. 12.2.2 AFTER SUBSTANTIAL COMPLETION Par. 12.2.2.1: In the first sentence, change "one year" into "two years ". In the third sentence, change "one year" into "two years ". Par. 12.2.2.2: In the first sentence, change "one- year" into "two- year ". Par. 12.2.2.3: In the first sentence, change "one- year" into "two- year ". Par. 12.2.2.5: In the second sentence, change "one -year" into "two- year ". ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT 14.2 TERMINATION BY THE OWNER FOR CAUSE Par. 14.2.1: Add a new subparagraph to the end of the paragraph: .5 "fails to meet the time schedules set forth in this Agreement." Par. 14.2.2 At the end of the paragraph, delete the words "subject to any prior rights of the surety ". Par. 14.2.3 After the word "payment" add the words "of any amount due Contractor for completed Work..." MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 DOCUMENT 00500 Page 6 SUPPLEMENTARY CONDITIONS Par. 14.2.4: In the first sentence after the word "damages" add the words "including consequential damages." Add to the end of the second sentence the words "plus interest ". 14.4 TERMINATION BY THE OWNER FOR CONVENIENCE Par. 14.4.3: At the end of the sentence after the word "Work" delete the word "not." ARTICLE 15 CLAIMS AND DISPUTES 15.3 MEDIATION Delete all subparagraphs including 15.3.1, 15.3.2, and 15.3.3 and replace with the following: "Mediation" as included in these General Conditions and other Contract Documents shall be excluded in its entirety. Any dispute that cannot be settled by the Architects interpretation must be pursued, by either party to the Contract, in any court having jurisdiction thereof." 15.4 ARBITRATION Delete all subparagraphs including 15.4.1, 15.4.2, 15.4.3, and 15.4.4 and replace with the following: "Arbitration" as included in these General Conditions and other Contract Documents shall be excluded in its entirety. Any dispute that cannot be settled by the Architects interpretation must be pursued, by either party to the Contract, in any court having jurisdiction thereof." END OF SUPPLEMENTARY CONDITIONS MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 DOCUMENT 00800 SPECIAL CONDITIONS ARCHITECT: MULVANNY G2 ARCHITECTURE 1110 - 112th Avenue NE, Suite 500 Bellevue, Washington 98004 PROJECT: COSTCO WHOLESALE Warehouse Re -Roof Warehouse No. 06 400 Costco Drive Tukwila, Washington 98188 MG2 # 93- 0440 -24 SPECIAL CONDITIONS 1. WORDING OF THESE SPECIFICATIONS A. These Specifications are written in the abbreviated or "streamlined" form, and frequently include incomplete sentences. Words such as "shall ", "shall be ", "the Contractor shall ", and similar mandatory phrases shall be supplied by inference as they are in a note of the Drawings. The Contractor shall provide all items listed and perform all operations as called for, all in accordance with the General Conditions as modified herein. 2. DEFINITIONS A. The word "approved ", as used herein, means "approved by the Architect ". "For approval" means "for the Architect's approval ". "Selected" means "selected by the Architect ". "As directed" means "as directed by the Architect ". "Provide" means "furnish and install ". Where the words "or approved" are used, the Architect is the sole judge of the quality and suitability of the proposed substitution. B. The word "certify ", as used by the Architect, means "to state or declare a professional opinion of conditions whose true properties cannot be known at the time such certification was made, despite appropriate professional evaluation." A design professional's certification of conditions in no way relieves any other party from meeting requirements imposed by the contract or other means, including commonly accepted industry practices. 3. NUMBER OF SPECIFIED ITEMS REQUIRED A. Wherever in these Specifications an article, device or a piece of equipment is referred to in the singular number, such reference shall include as many such items as are indicated on the Drawings or required to complete the installation. 4. LINES AND LEVELS A. Before starting work, locate all general reference points. Take such steps as are necessary to prevent their dislocation or destruction. If disturbed or destroyed, replace as directed. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 DOCUMENT 00800 Page 2 SPECIAL CONDITIONS Employ a licensed surveyor to lay out and stake the building and be responsible for its accuracy. 5. PRIOR USE OR OCCUPANCY A. The Owner has the right to use or occupy the building or any part thereof, or to use equipment installed under the Contract prior to final acceptance. 6. CONTRACTOR/SUBCONTRACTOR A. These Specifications are divided into sections for convenience only. The Architect is not obliged to define the limits of any subcontract, and will not enter into disputes between subcontractors or between the Contractor and his employees, INCLUDING SUBCONTRACTORS. 7. BUILDING CODES A. All construction shall be in accordance with the codes and ordinances adopted by the locality in which the work is being completed. 8. FEDERAL AND STATE REGULATIONS A. All work on this project will be done in accordance with the applicable regulations of the federal register Occupational Safety and Health Administration (commonly known as OSHA). Compliance with these regulations shall be the responsibility of the General Contractor and his subcontractors. 9. FAIR WAGES POLICY A. The General Contractor, each subcontractor and all subcontractors of every tier (hereinafter referred to as "Contractor and all subcontractors ") shall pay "Fair Wages" to each of its employees. Contractor and all subcontractors shall use their best commercially reasonable efforts to ensure that each employee receives Fair Wages, as defined below, and shall incorporate this Fair Wages Policy into each contract of the Contractor and all subcontractors. 1) "Fair Wages" shall mean not less than 90% of the general prevailing hourly wage rate, excluding (i) the hourly fringe benefits amount and (ii) the holiday and vacation pay. The amount so calculated will be referred to as the "Costco Wholesale Hourly Wage Rate ". In calculating the Costco Wholesale Hourly Wage Rate, the Contractor and all subcontractors shall rely on the most current Davis -Bacon Act prevailing wage determinations for each craft, classifications or type of workman needed as amended for the applicable job locality. 2) The Contractor and all subcontractors shall also pay hourly "Fringe Benefits" to all employees in addition to the Costco Wholesale Hourly Wage Rate. Fringe Benefits must include a health and medical care family plan, holiday and vacation pay, profit sharing and pension. The adequacy of the Fringe Benefits paid shall be determined in the sole discretion of Costco Wholesale and will be compared with other plans for the locality and the hourly fringe benefits amount under the current Davis -Bacon Act for each craft, classification or type of workman needed, as amended for the applicable job locality. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 DOCUMENT 00800 Page 3 SPECIAL CONDITIONS B. The Contractor and all subcontractors shall, upon written request of Costco Wholesale, provide Costco Wholesale with a certified payroll for the work performed, showing the wages and Fringe Benefits paid for the work done by the Contractor and all subcontractors. C. The Contractor and all subcontractors shall, upon written request of Costco Wholesale, provide Costco Wholesale with certified descriptions of all Fringe Benefits available to its employees. 10. SAFETY POLICY A. The Contractor and all subcontractors shall have an industrial experience rating for similar construction projects that equals or is better than the average experience rating for the state in which the project is located. Any questions regarding determination of the industrial experience rating shall be determined at the sole discretion of Costco Wholesale. B. Contractor shall install, handle and /or apply all materials in accordance with all current applicable Federal OSHA Regulations and Codes and all applicable Washington State Regulations and Codes. Further, the Contractor agrees to indemnify the Owner, Architect and Architect's Consultants against any and all liabilities of the foregoing. 1) The Contractor shall provide all necessary safety devices, signs, etc., as required. 2) Owner retains the right to immediately terminate Contractor operations and /or cancel this Agreement, under conditions where the Contractor is not in compliance with Owner safety rules or the above legal regulations or codes. 11. FAIR WAGES AND SAFETY COMPLIANCE A. The Contractor acknowledges and agrees that the purpose of wage and fringe benefits information is to allow Costco Wholesale to verify the Contractor's compliance with the Fair Wages and Safety Policies described above. In the event that Costco Wholesale determines that the Contractor or any of its subcontractors of every tier is not in compliance with the Fair Wages and Safety Policies stated herein, Costco Wholesale shall have the right to terminate the contractor and /or any subcontract of any tier, if, after notice, the Contractor or subcontractor does not comply promptly, to the full satisfaction of Costco Wholesale. B. If you have any questions regarding the fair wages policy described above, please call the Project Manager at the Architect's office at (425) 463 -2000. END OF SPECIAL CONDITIONS MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 DOCUMENT 00800 Page 4 SPECIAL CONDITIONS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01100 SUMMARY OF WORK PART 1 WORK INCLUDED 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 GENERAL SCOPE OF WORK A. The project involves complete tear -off of the existing roof system down to plywood deck and installation of new single -ply membrane roof system over the existing Costco Wholesale Warehouse located at 400 Costco Drive, Tukwila, Washington 98188. Other Work includes, but not limited to, repairing and /or replacing existing damaged plywood deck, removing existing and install new flashing at roof perimeter, removing abandoned rooftop equipment and infilling with new roof, raising existing roof curbs to accommodate thickness of new roof, providing new prefabricated roof curbs, removing unused piping and conduit on roof, and flushing downspouts and roof drains. B. The work includes areas of building demolition, alteration, patching and repair as shown on the drawings and specified. The building is a one -story structure, equipped with an approved automatic sprinkler system throughout. C. The existing construction indicated on the Contract Documents were compiled from "As- Built" records of previous contracts, site inspections, and records furnished by the Owner. Verify existing conditions through job -site inspection during the bidding period to determine if the conditions represented in the Documents do exist in actuality. 1. The "As- Built" Documents of existing construction are available for review at the office of the Architect, but neither the Architect nor the Owner guarantees that existing conditions are the same as those indicated. 2. When unanticipated architectural, mechanical, electrical, or structural elements are encountered, investigate and measure the nature and extent of the element. Promptly submit a written Field Condition Report to Architect. a. Submit report using the standard "Request For Information" (RFI) form included in Division 1 Section "Execution Requirements." b. Include a detailed description of the differing conditions, together with recommendations for changing the Documents prior to bidding. 3. No additional compensation will be made if mechanical, electrical, or structural elements are not indicated on the drawings, and not noted in a "Field Condition Report" prior to submitting bid, unless the elements were fully concealed in existing construction and could not have been discovered through a job -site inspection during the bidding period. 1.3 CONTRACTS A. The work will be performed concurrently under a combined contract, AIA Document A101, Standard Form of Agreement between Owner and Contractor, 2007 Edition. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01100 Page 2 SUMMARY OF WORK 1.4 EXECUTING WORK A. Building Operations: The existing building is occupied and in operation. Carry out and execute the work with the least possible disturbance and noise, and cooperate in the fullest measure with the Owner and the Architect to reduce inconveniences to a minimum. Maintain services and systems within the existing building, or relocate as required to permit the Owner's continued operation of all departments. Services to, and sewer lines from existing building shall be maintained without interruption, and connections to existing services shall be carried out with a minimum of delay. B. Measurements: Take all working measurements from the job -site and check with dimensions shown on drawings. If measurements are found to vary with the dimensions, report deviations to the Architect at once for resolution before proceeding with the work. Failure to report and resolve dimension and measurement differences before proceeding with the work may result in alterations done at the Contractor's expense as directed by the Architect to get perfect fits to the building. Measurements and locations of all mechanical and other existing systems shall be obtained from the various subcontractors and new systems shall be perfectly fitted to the building. C. Covering up Other Contractors' Work: No contractor or subcontractor shall cover up or conceal the work of other Contractors until it has been thoroughly tested and approved. 1.5 SPECIAL CONDITIONS FOR EXECUTING WORK A. Storage of Flammable Liquids and Gases: All combustible and flammable materials shall be stored in accordance with the requirements of all governing authorities. B. Fire Protection Systems: 1. The local Fire Department shall be notified in advance of work involving the disconnecting or impairment of the fire alarm system, automatic sprinkler system, fire pumps or standpipe systems. 2. Fire extinguishers shall be readily available at all demolition, alteration and construction locations within the building. C. Exits: Construction or demolition shall not interfere with or obstruct exits from occupied buildings. Should temporary obstruction of exits be necessary, alternative methods shall first be approved by the Local Fire Official and the State Fire Marshal. 1.6 OWNER- FURNISHED PRODUCTS A. Owner will furnish products indicated in the drawings and specifications as "S.I.O. ", (Supplied and Installed by Owner), and "S.O.I.C.', (Supplied by Owner and Installed by Contractor). 1. Drawings list Vendor - Supplied products and equipment, indicated as "S.I.V. ", "S.O.I.V. ", and similar notations. The term "Vendor" has the same meaning as "Owner" wherever it is used. 2. Where equipment or products are indicated on the drawings as "N.I.C." (Not in Contract), the term has the same meaning as "S.I.O. ", (Supplied and Installed by Owner). MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01100 Page 3 SUMMARY OF WORK 3. Electronic files will be furnished to the Contractor with details and descriptions of Owner - Supplied equipment. The files will be prepared by the Architect, and will have specific lists of equipment used in the project. a. The Contractor will be responsible for printing the Equipment Lists, then distributing copies to subcontractors and suppliers. b. Access to the Owner's web -based equipment lists is limited to authorized individuals who have been specifically approved by the Owner. B. Provide support systems to receive Owner's equipment, and provide plumbing, mechanical, and electrical connections. 1. Owner will arrange and pay for delivery of Owner - furnished items according to Contractor's Construction Schedule. 2. If Owner - furnished items arrive on the site damaged, defective, or missing, Owner will arrange for replacement. 3. Owner will arrange for manufacturer's field services and for delivery of manufacturer's warranties to Contractor. 4. Owner will furnish Contractor the earliest possible delivery date for Owner - furnished products. Using Owner- furnished earliest possible delivery dates, Contractor shall designate delivery dates of Owner - furnished items in Contractor's Construction Schedule. 5. Contractor is responsible for receiving, unloading, and handling Owner- furnished items at Project site. 6. Contractor is responsible for protecting Owner- furnished items from damage during storage and handling, including damage from exposure to the elements. 7. If Owner- furnished items are damaged as a result of Contractor's operations, Contractor shall repair or replace them. 8. Verify connection requirements then provide necessary rough -in power, plumbing piping, and services at locations indicated on the drawings. After Owner has placed and assembled the items listed above, make final hook -ups and connections. 9. Where roof penetrations are needed for Bakery Ovens and equipment, use only "High Temperature Pipe Fleshings ". 1.7 OWNER DIRECTIVES /CHANGES A. All directives and /or changes that affect this project shall come from the Owner to the Architect, and then to the General Contractor. A Change Order shall be issued by the General Contractor to the Architect and Owner for signature. Field directives and /or changes shall NOT be included in the work until the Architect and Owner have signed the Change Order. No work is to be done at the request of the Warehouse Manager. 1.8 PROJECT COORDINATOR A. The General Contractor is the project coordinator, and shall provide coordination and control for all work of the entire contract included in these Contract documents and specified herein. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01100 Page 4 SUMMARY OF WORK PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION 01100 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01230 ALTERNATES PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for alternates. 1.3 DEFINITIONS A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the Bidding Requirements that may be added to or deducted from the Base Bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents. 1. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum. 1.4 PROCEDURES A. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project. 1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate. B. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates. C. Execute accepted alternates under the same conditions as other work of the Contract. D. Schedule: A Schedule of Alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate. PART 2 PRODUCTS (Not Used) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive MG2 # 93- 0440 -24 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01230 Page 2 ALTERNATES PART 3 EXECUTION 3.1 SCHEDULE OF ALTERNATES A. ALTERNATE NO. 1: Provide 100% Performance and Payment Bond. 1. If this alternate bid is awarded, then the work includes providing Performance and Payment Bond as described in Document 00100 "Instructions to Bidders ". 2. If this alternate bid is not awarded, then the base bid does not include Performance and Payment Bond. END OF SECTION 01230 MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01250 CONTRACT MODIFICATIONS PART1 GENERAL 1.1 SUMMARY A. This Section specifies administrative and procedural requirements for handling and processing contract modifications. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Payment Procedures" 2. Division 1 Section "Submittal Procedures" 1.2 CHANGE ORDER PROPOSAL REQUESTS A. The Architect will issue a detailed description of proposed changes in the work that will require adjustment to the Contract Sum or Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications. 1. Proposal requests issued by the Architect are for information only. Do not consider them as an instruction either to stop work in progress or to execute the proposed change. 2. Upon receipt of a proposal request, and within the time period stipulated by the Architect, submit a Change Order Proposal that presents an estimate of cost necessary to execute the change to the Architect for the Owner's review. a. Architect's review of the modifications will require a list of quantities of products needed with itemized labor and material costs associated with the Change Order Proposal. Present survey data to the Architect to substantiate quantities using formats similar to the forms at the end of this section. b. Percentage of markups by General Contractor, Subcontractors, and Sub - subcontractors shall be as indicated in Division 1 Section "Form of Bid Proposal ". c. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. d. Include a statement indicating the effect the proposed change in the work will have on the contract time. e. Allow 10 days for the Architect and the Owner to review a fully documented Change Order Proposal and decide on a course of action. 3. Submit all Change Order Proposals for approval and execution not later than 20 days following Substantial Completion. 4. Work associated with a proposed change, which has been executed by the General Contractor, prior to the receipt of a Change Order Proposal signed by the Architect and Mr. Tom Walker of Costco Wholesale, is the financial responsibility of the General Contractor. B. A Change Order Proposal for the changes between bid set and construction set shall be submitted 3 weeks from issuance of construction set. Failure to do so will imply that there is no cost adjustment to the contract between bid and construction sets. MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01250 Page 2 CONTRACT MODIFICATIONS C. Proposal Request Form: Use Change Order Proposal Requests Form included in this Section. 1.3 ALLOWANCES A. Allowance Adjustment: For allowance -cost adjustment, base each Change Order Proposal on the difference between the actual purchase amount and the allowance, multiplied by the final measurement of work -in- place. Where applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins. 1. Include installation costs in the purchase amount only where indicated as part of the allowance. 2. When requested, prepare explanations and documentation to substantiate the margins claimed. 1.4 CONSTRUCTION CHANGE DIRECTIVE A. Construction Change Directive: When the Owner and the Contractor disagree on the terms of a Proposal Request, the Architect may issue a Construction Change Directive on AIA Form G714. The Construction Change Directive instructs the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. 1. The Construction Change Directive contains a complete description of the change in the work. It also designates the method to be followed to determine change in the contract sum or contract time. B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive. 1. After completion of the change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the contract. 1.5 CHANGE ORDER PROCEDURES A. Upon the Owner's approval, the Contractor shall prepare a Change Order including cost adjustments in approved Change Order Proposals and following the format of AIA Form G701, then submit three copies with original signatures to the Architect for execution and approval by the Owner. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.1 DOCUMENTATION A. Submit proposals and cost documentation in formats shown on the following pages. Forms are available from the Architect in Microsoft Excel format. END OF SECTION 01250 MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01250 Page 3 CONTRACT MODIFICATIONS COSTCO WHOLESALE CHANGE ORDER PROPOSAL # PROJECT: Architect# LOCATION: DATE: CONTRACTOR: REQUESTED BY: SUBJECT: EXPLANATION: PROPOSED ADJUSTMENTS TOTAL G.C. LABOR COSTS $ TOTAL G.C. MATERIAL COSTS $ TOTAL SUBCONTRACTOR COSTS $ OVERHEAD & PROFIT: G.C. Labor markup @ 10.00% $ G.C. Material markup @ 10.00% $ G.C. Markup of Subcontractors @ 5% $ TOTAL OVERHEAD & PROFIT $ SUBTOTAL ITEMS ABOVE $ BONDS & INSURANCE: Gen. Liability Insurance @ no $ Payment & Performance Bonds @ 0% $ TOTAL BONDS & INSURANCE $ TOTAL $ The Contract Time is proposed to be adjusted by increase /decrease of da s. APPROVALS When signed by all parties, this document becomes effective immediately and the contractor is directed to proceed with the changes. Contractor Architect Owner By: By: By: Date: Date: Date: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive Tukwila, Washington 98188 MG2 # 93- 0440 -24 Printed on 06/08/2010 SECTION 01250 Page 4 CONTRACT MODIFICATIONS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re-Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01250 Page 5 CONTRACT MODIFICATIONS QUANTITY RECAP SHEET DESCRIPTION OF WORK ITEMIZED COST ESTIMATE OF REVISIONS General Contractor's Work SUBS & MAJOR PO'S QTY UNIT U/P LABOR U/P MAT'L $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ TOTAL COSTS THIS SHEET ONLY $ $ $ MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive Tukwila, Washington 98188 MG2 # 93- 0440 -24 Printed on 06/08/2010 SECTION 01250 Page 6 CONTRACT MODIFICATIONS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01250 Page 7 CONTRACT MODIFICATIONS QUANTITY RECAP SHEET DESCRIPTION OF WORK Sub - Contractor's Work TOTAL COST QTY LABOR MAT'L EQUIP. $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ TOTAL COSTS THIS SHEET ONLY $ $ $ MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive Tukwila, Washington 98188 MG2 # 93- 0440 -24 Printed on 06/08/2010 SECTION 01250 Page 8 CONTRACT MODIFICATIONS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01270 UNIT PRICES PART1 GENERAL 1.1 SUMMARY A. This Section includes administrative and procedural requirements for unit prices. 1.2 DEFINITIONS A. Unit price is an amount proposed by bidders, stated on the Bid Form, as a price per unit of measurement for materials or services added to or deducted from the Contract Sum by appropriate modification, if estimated quantities of Work required by the Contract Documents are increased or decreased. 1.3 PROCEDURES A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit. B. Measurement and Payment: Methods of measurement and payment for unit prices are described below. C. Owner reserves the right to reject Contractor's measurement of work -in -place that in- volves use of established unit prices and to have this work measured, at Owner's ex- pense, by an independent surveyor acceptable to Contractor. D. List of Unit Prices: A list of unit prices is included at the end of this Section. Specifica- tion Sections referenced in the schedule contain requirements for materials described under each unit price. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.1 LIST OF UNIT PRICES A. See Electronic Bid Form. END OF SECTION 01270 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01290 PAYMENT PROCEDURES PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. 1.3 APPLICATIONS FOR PAYMENT GENERAL REQUIREMENTS A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner. B. Payment Application Times: The period of construction Work covered by each Application for Payment is the period indicated in the Agreement. C. Payment Application Forms: Use original 1992 Editions of Forms AIA Document G702 "Application and Certificate for Payment ", and AIA Document G703 "Continuation Sheets" for each copy in an application for payment. D. Application Preparation: Complete every entry on the Payment Application Forms, including complete name and street address of the Architect and General Contractor, notarization and execution by a person authorized to sign legal documents on behalf of the Contractor. Use blue (or similar) ink in signing to distinguish original signatures from copies. The Architect will return incomplete or improperly completed applications without action. 1. Match entries and cost amounts on the Payment Application Forms with entries and costs on the General Contractor's Bid Breakdown. 2. Include only amounts of fully executed Change Orders issued prior to the last day of the construction period covered by the application. 3. Provide updated construction schedules when revisions are made. 4. Prepare and submit 3 completed, original application forms for each payment request, each with original signatures and notary seals. F. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 1.4 FIRST APPLICATION FOR PAYMENT A. Prior to any First Application for Payment, provide the Schedule of Submittals and Submittal Review Information as described in Division 1 Section "Submittal Procedures ". B. Submit the following with the First Application for Payment: 1. Schedule of Values. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01290 Page 2 PAYMENT PROCEDURES 2. List of subcontractors / material suppliers receiving joint checks. 3. Conditional Lien Waivers. 4. Contractor's Construction Schedule (CPM), when there are changes made to the Schedule submitted with the Contract. 5. Certificates of insurance and insurance policies. 6. Performance and payment bonds, if required. C. Failure to provide any of the submittal requirements noted above will be cause to reject the Application for Payment. 1.5 EVERY APPLICATION FOR PAYMENT A. Submit, but not limited to, the following: 1. Schedule of Values. 2. List of all subcontractors and material suppliers receiving joint checks for current pay period. 3. Conditional Lien Waivers. 1.6 FINAL APPLICATION FOR PAYMENT A. Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following: 1. Complete Closeout Procedures and Submittal Closeout Documents. 2. Submit Insurance certificates for products and completed operations. 3. Furnish evidence that outstanding claims have been settled, and taxes, fees, and similar obligations have been paid. 4. Submit the following: a. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims ", together with AIA Document G706A, "Contractor's Affidavit of Release of Liens ". b. AIA Document G707, "Consent of Surety to Final Payment" (if applicable). 5. Submit first page of the "Punch List Report" signed by both the Costco Wholesale Construction Project Manager and General Contractor. Sign and print names legibly. Attach all other pages from the punch list that are applicable. 1.7 TRANSMITTING APPLICATIONS TO ARCHITECT A. Submit the 3 signed originals of the Conditional Lien Waiver and 3 signed and notarized originals of the payment application to the Architect, together with a letter of transmittal. 1. Attach a separate list of sub - contractors included in the application to receive payment, together with the specific amounts of payment requested for each sub- contractor. 2. Send to the Architect using a method ensuring delivery within 24 hours. MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01290 Page 3 PAYMENT PROCEDURES 3. Use a method that provides evidence of mailing and a record of delivery. The Architect's office is served by the following couriers who offer "proof of delivery" records: U.S. Postal Service Use "Express Mail" or "Certified Mail" with Return Receipt showing delivery. Federal Express Use "Proof of Performance" Service. Similar services by United Parcel Service or other couriers. B. Confirming Application Delivery: Make inquiries directly to the courier to confirm Application for Payment was received by the Architect. Do not call the Architect's office to confirm receipt of an Application for Payment. 1.8 PAYMENTS BY OWNER A. When applications for payment are made complete with conditional lien waivers and releases and appropriate documentation described herein, together with review and approval by the Architect, 1. The Owner will make the payment within 15 days of the Architect's approval of the applications for payment. 2. The Owner will issue a "Joint Check ", naming both the General Contractor and the subcontractor / material suppliers as payees, where payment is requested for work by the designated subcontractor / material supplier. 1.9 SCHEDULE OF VALUES A. Administrative Form: Provide the Schedule of Values on the AIA Document G703 Continuation Sheet. B. Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule. 1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including the following: a. AIA Document G702 Application and Certificate for Payment. b. Submittals Schedule, as described in Division 1, Section "Submittal Procedures ". c. General Contractor's Bid Breakdown, as described in Document "Form of Bid Proposal ". 2. Submit the Schedule of Values to Architect with the first Application for Payment. C. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section. 1. Identification: Include the following Project identification on the Schedule of Values: a. Project name and location. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive MG2 # 93- 0440 -24 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01290 Page 4 PAYMENT PROCEDURES b. Name of Architect. c. Architect's project number. d. Contractor's name and address. e. Date of submittal. 2. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed: a. Related Specification Section or Division. b. Description of the Work. c. Change Orders (numbers) that affect value. d. Dollar value and Percentage of the Contract Sum to nearest one -tenth of a percent, adjusted to total 100 percent. 3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate. a. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 4. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored on -site, but not yet installed. 5. Each item in the Schedule of Values and Applications for Payment shall be complete. 6. Schedule Updating: Update and resubmit the Schedule of Values with the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum. List each Change Order as a new line item. 1.10 CONDITIONAL LIEN WAIVERS WITH PAYMENT REQUESTS A. With each Application for Payment, submit a Conditional Lien Waiver from the General Contractor and the designated subcontractors / material suppliers for the construction period covered by the Application. 1. The amount of the Conditional Lien Waiver must equal the amount of the joint check to the subcontractor / material supplier or the total amount requested by the General Contractor, after the deduction for retainage on each item. 2. The Conditional Lien Waivers shall be on forms or letterhead stationary executed in a manner acceptable to the Architect and Owner. a. Submit 3 completed Conditional Lien Waivers for each Payment request. b. All Conditional Lien Waivers must have original signatures by persons authorized to sign them for the General Contractor and subcontractors / material suppliers. The Conditional Lien Waiver shall be certified by the signer or be notarized where required by State law. c. All Conditional Lien Waivers must include the language "....upon receipt of a check from Costco Wholesale..." d. Use the Conditional Lien Waiver form included at the end of this Section. An electronic copy may be obtained from the Architect upon request. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01290 Page 5 PAYMENT PROCEDURES 3. The Owner reserves the right to designate which entities involved in the Work must submit Conditional Lien Waivers. PART 2 PRODUCTS (Not Used PART 3 EXECUTION (Not Used) END OF SECTION 01290 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01290 Page 6 PAYMENT PROCEDURES (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 From: CONDITIONAL LIEN WAIVER (Name of Firm Giving Release) (Business Phone) Contact Person: SECTION 01290 Page 7 PAYMENT PROCEDURES Project: (Project Name) (Project Address) Project Manager: Contact Telephone: Project Telephone: CONDITIONAL RELEASE The undersigned does hereby acknowledge that upon receipt by the undersigned of a check from Costco Wholesale in the sum of$ and when the check has been properly endorsed and has been paid by the bank upon which it was drawn, this document shall become effective to release pro tanto any and all claims and rights of lien which the undersigned has on the above - referenced job. This release covers a progress payment for labor, services, equipment, materials fumished and /or claims through (date) 20 only and does not cover any retention or items furnished after that date. Before any recipient of this document relies on it, said party should verify evidence of payment to the undersigned. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THIS STATE THAT THE ABOVE IS A TRUE AND CORRECT STATEMENT. Signature: (Authorized Corporate Officer /Partner /Owner) (Title) Dated this day of , 20 at (City, State) (If required in the project state, please have form notarized.) Subscribed and sworn to before me this (Notary Seal.) day of . 20 . (Signature) (Print Name) Notary Public in and for the State of Residing at (City, State) My commission expires: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01290 Page 8 PAYMENT PROCEDURES (This Page Intentionally Left Blank) MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01310 PROJECT MEETINGS PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to project meetings. 1.3 PROJECT MEETINGS A. Pre - construction Conference: The Architect will schedule a Pre - construction Conference in the Architect's office or at the construction site before starting construction. The conference will be at a time convenient to Owner. The conference will review project responsibilities and personnel assignments. 1. Attendees: Authorized representatives of Owner, Architect and their consultants, Contractor and project superintendent(s); major subcontractors; manufacturers; suppliers; and other concerned parties shall attend the conference. All participants at the conference shall be familiar with project and authorized to conclude matters relating to the Work. 2. Agenda: The Architect will prepare the conference agenda, including the following. The agenda will be distributed to all invited attendees. a. Tentative construction schedule. b. Phasing. c. Critical work sequencing. d. Designation of responsible personnel. e. Procedures for processing field decisions and Change Orders. f. Procedures for processing Applications for Payment. g. Distribution of the Contract Documents. h. Submittal procedures. i. Preparation of Record Documents. j. Use of the premises. k. Responsibility for temporary facilities and controls. I. Parking availability. m. Office, work, and storage areas. n. Equipment deliveries and priorities. o. First aid. p. Security. q. Progress cleaning. r. Working hours. 3. Minutes: The Architect, or an authorized Architect's representative will record significant discussions and agreements achieved. The conference minutes will be distributed within 3 days of the meeting to the Owner, Contractor, and to everyone concerned. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01310 Page 2 PROJECT MEETINGS B. Pre - installation Conferences: The General Contractor shall conduct a Pre - installation Conference at project site before each construction activity that requires coordination with other construction. 1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise the Architect or the assigned representative 7 days in advance of each scheduled conference date. 2. Agenda: The General Contractor shall prepare the conference agenda, and distribute the agenda to all invited attendees. Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following: a. Contract Documents. b. Options. c. Related Change Orders. d. Purchases. e. Deliveries. f. Submittals. g. Review of mockups. h. Possible conflicts. i. Compatibility problems. j. Time schedules. k. Weather limitations. I. Manufacturer's written recommendations. m. Warranty requirements. n. Compatibility of materials. o. Acceptability of substrates. p. Temporary facilities and controls. q. Space and access limitations. r. Regulations of authorities having jurisdiction. s. Testing and inspecting requirements. t. Required performance results. u. Protection of construction and personnel. 3. Minutes: The General Contractor shall record significant discussions and agreements achieved at the conference. Distribute the conference minutes within 3 days of the meeting to the Owner, Architect, to other attendees, and to parties who should have been present at the conference. 4. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date. C. Progress Meetings: The General Contractor shall schedule and conduct Progress Meetings at regular weekly intervals at the Project Site. 1. Attendees: Contractors and superintendent(s), subcontractors, suppliers, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. The Owner and Architect, and their representatives, shall be invited to attend. All MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01310 Page 3 PROJECT MEETINGS participants at the meeting shall be familiar with the project and authorized to conclude matters relating to the work. 2. Minutes: The General Contractor shall record significant discussions and agreements achieved at the meeting. Distribute meeting minutes within 3 days of the meeting to the Owner and Architect, to each party present, and to parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and report. 3. Schedule Updating: Revise Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION 01310 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 (This Page Intentionally Left Blank) MULVANNYG2ARCHITECTURE 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06 /08/2010 SECTION 01320 CONSTRUCTION PROGRESS DOCUMENTATION PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following: 1. Contractor's Construction Schedule. 2. Daily construction reports. 3. Field condition reports. 4. Weekly Construction Photo Requirements. 5. Weekly Job Report. 6. Posting requirements for "sitelfolio" B. Related Sections include the following: 1. Division 1 Section "Submittal Procedures" for submitting Weekly Construction Photographs. 1.3 SUBMITTALS A. Construction Schedule: Submit two copies. B. Daily Construction Reports: Submit two copies at weekly intervals. C. Field Condition Reports: Submit two copies at time of discovery of differing conditions. D. Special Reports: Submit two copies at time of unusual event. PART 2 PRODUCTS 2.1 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL A. Prepare a Contractor's Construction Schedule complying with procedures contained in AGC's "Construction Planning & Scheduling." B. Schedule Time Frame: 1. Extend the Construction Schedule from the date established for commencement of the work to the date of Project Substantial Completion and Final Completion. C. Activities: Comply with the following: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01320 Page 2 CONSTRUCTION PROGRESS DOCUMENTATION 1. Activity Duration: Unless specifically allowed by Architect, define activities so no activity is longer than 5 days. D. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the work is affected. 1. Phasing: Arrange list of activities on schedule by phase. 2. Work Restrictions: Show the effect of the following items on the schedule: a. Limitations of continued occupancies. b. Use of premises restrictions. c. Environmental control. 2.2 REPORTS A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site: 1. List of subcontractors at Project site. 2. Approximate count of personnel at Project site. 3. Equipment at Project site. 4. Material deliveries. 5. High and low temperatures and general weather conditions. 6. Accidents. 7. Meetings and significant decisions. 8. Unusual events (refer to "Special Reports" below). 9. Stoppages, delays, shortages, and losses. 10. Emergency procedures. 11. Orders and requests of authorities having jurisdiction. 12. Change Orders received and implemented. 13. Work Change Directives received and implemented. 14. Services connected and disconnected. 15. Substantial Completions authorized. B. Field Condition Reports: 1. Immediately on discovery of a difference between field conditions and the Contract Documents, prepare and submit a detailed report. 2. Submit report using the standard "Request For Information" (RFI) form included in Division 1 Section "Execution Requirements." 3. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents. 2.3 CONSTRUCTION PHOTOGRAPHS A. Weekly Photos: Take a minimum of 24 digital images to document the progress of construction each week. The weekly photos shall have the same views from the same locations. Include photos from vantage points that best show status of construction and progress since last photographs were taken. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01320 Page 3 CONSTRUCTION PROGRESS DOCUMENTATION B. Digital Photo Requirements: 1. Format: Truecolor "JPG" (JPEG) medium resolution images. a. Minimum image pixel dimensions: 1024 x 768 b. Maximum image pixel dimensions: 1600 x 1200 2. Include images in a compressed archive "zip" file, then upload file to sitelfolio. C. Take photographs before close of business Wednesday, during daylight hours. D. Format and upload the weekly project photos to allow internet use by others. 1. Information on this procedure is available in "Costco Wholesale sitelfolio General Contractor User Guide" appended to the Project Manual. 2. Upload to sitelfolio no later than 10:00 am (Pacific Time) each Thursday morning. 3. Provide email notification to Architect's Project Manager and Owner's Project Manager immediately after digital photos are uploaded to sitelfolio. 2.4 SPECIAL REPORTS A. General: Submit special reports directly to Architect and Owner within one day of an occurrence. Distribute copies of report to parties affected by the occurrence. B. Reporting Unusual Events: When an event of an unusual and significant nature occurs at Project site, whether or not related directly to the work, prepare and submit a special report. List chain of events, persons participating, response by Contractor's personnel, evaluation of results or effects, and similar pertinent information. Advise Architect and Owner in advance when these events are known or predictable. PART 3 EXECUTION 3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Contractor's Construction Schedule Updating: At appropriate intervals, update schedule to reflect actual construction progress and activities. Issue schedule updates two days before each regularly scheduled progress meeting. 1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting. 2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations. 3. As the work progresses, indicate Actual Completion percentage for each activity. B. Distribution: Distribute copies of approved schedule to Architect, Owner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need -to -know schedule responsibility. 1. Post copies in Project meeting rooms and temporary field offices. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive MG2 # 93- 0440 -24 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01320 Page 4 CONSTRUCTION PROGRESS DOCUMENTATION 2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the work and are no longer involved in performance of construction activities. 3.2 WEEKLY JOB REPORT SUBMITTAL: A. Complete the attached or similar electronic form of the Weekly Job Report Form on Wednesday of each week with updated construction status. B. Format and upload the Weekly Job Report to allow internet use by others. 1. Information on this procedure is available in "Costco Wholesale sitelfolio General Contractor User Guide" appended to the Project Manual. 2. Upload Weekly Job Report to sitelfolio no later than 10:00 am (Pacific Time) each Thursday morning. 3. Provide email notification to Architect's Project Manager and Owner's Project Manager immediately after Weekly Job Report is uploaded to sitelfolio. END OF SECTION 01320 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01320 Page 5 CONSTRUCTION PROGRESS DOCUMENTATION WAREHOUSE WEEKLY JOB REPORT MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive Tukwila, Washington 98188 MG2 # 93- 0440 -24 Printed on 06/08/2010 Permits Baseline Current ChangeDays Left (Early) Comments Report # Week # Project Costco Wholesale Date Architect Project # Clearing Permit # Address Site Grading # Costco PM Building # GC PM Off Site Permit #, MG2 PM BUILDING MILESTONE . Comi*fon pass , ' CatSract Data Current , Change Days Left (Early) Comments HOT ISSUES Site Clear & Grubbing CITY Stripping Mass Excavation 8 Grading, Pad Ready COSTCO Slab Complete Start Metal Bldg Metal Bldg. Complete Install Refrigeration Boxes ARCHITECT Start Refrigeration Paving Complete Refrigeration Complete Meta /Bakery/Deli Complete Permanent Power CONTRACTOR Telephone Entrance Cable Temp Certificate of Occupancy Receive Merchandise Grand Opening CONSULTANT MEETINGS/SITE VISITS Pre Construction Pre Slab on Grade Third Visit SUPPLIERS Punch List Extra Meetings OFFSITE WORK Percentage Projected Completion COMMENTS Grading Utilities Detention Basin Paving Curbs Signalization Landscaping ON-SITE WORK .. .. Grading Detention Basin Retaining Walls Utilities Light Poles Paving Curbing Landscaping Permanent Power Permanent Water Permanent Gas Permanent Telephone Comm Conduit to G.S. Pad Ready BUILDING`: Foundations Underslab Utilities Slab Masonry Walls. Main Building Steel Tire Center Steel Canopy Steel Steel Wall Panels Warehouse Roof Skylights HVAC Overhead Electrical Overhead Plumbing /Gas Overhead Sprinklers Offices /Restrooms Refrigeration Mezzanine Refrigeration Panels Refrigeration Piping POS Boxes Food Service Bakery/Meat/Deli /Chicken Island Cases Pharmacy Optical Mini Lab Receiving Core Canopy Finishes Tire Center Slab MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive Tukwila, Washington 98188 MG2 # 93- 0440 -24 Printed on 06/08/2010 SECTION 01320 Page 6 CONSTRUCTION PROGRESS DOCUMENTATION (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01330 SUBMITTAL PROCEDURES PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. B. Related Sections: 1. Division 1 Section "Payment Procedures" for submitting Applications for Payment and the Schedule of Values. 2. Division 1 Section "Project Meetings" for submitting and distributing meeting and conference minutes. 3. Division 1 Section "Construction Progress Documentation" for submitting schedules and reports, including Contractor's Construction Schedule. 4. Division 1 Section "Quality Requirements" for submitting test and inspection reports. 5. Division 1 Section "Closeout Procedures" for submitting Warranties, Record Drawings, Record Specifications, Record Product Data, Operation and Maintenance Data. 1.3 DEFINITIONS A. Submittals — Written data, graphic information, shop drawings, samples, schedules, etc. B. Types of Submittals: 1. Action Submittals — Submittals requiring the Architect's review or approval. C. Substitution — Product not as specified that the Architect has approved. 1.4 SUBMITTAL PROCEDURES A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that requires sequential activity. 2. Coordinate transmittal of different types of submittals for related parts of the work so processing will not be delayed because of need to review submittals concurrently for coordination. B. Processing Time: Allow enough time for submittal review, including time for re- submittals, as follows. Time for review shall commence on Architect's receipt of submittal. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01330 Page 2 SUBMITTAL PROCEDURES 1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. Architect will advise Contractor when a submittal being processed must be delayed for coordination. 2. Concurrent Review: Where concurrent review of submittals by Architect's consultants, Owner, or other parties is required, allow 21 days for initial review of each submittal. a. Structural, mechanical, plumbing, and electrical components C. Identification: Clearly indicate specific submittal (product or model) intended for use on this project. For submittals with more than one product identified, indicate which product is intended for use on this project. Place a permanent label or title block on each submittal for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. 2. Provide a space approximately 4 by 5 inches on label or beside title block to record Contractor's review and approval markings and action taken by Architect. 3. Include the following information on label for processing and recording action taken: a. Project name. b. Date. c. Name and address of Architect. d. Name and address of Contractor. e. Name and address of subcontractor. f. Name and address of supplier. g. Name of manufacturer. h. Number and title of appropriate Specification Section. i. Drawing number and detail references, as appropriate. j. Other necessary identification. D. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals. E. Additional Copies: Unless additional copies are required for final submittal, and unless Architect observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal. F. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Architect will return submittals, without review received from sources other than Contractor. 1. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect on previous submittals, and deviations from requirements of the Contract Documents, including minor variations and limitations. Include the same label information as the related submittal. 2. Include Contractor's certification stating that information submitted complies with requirements of the Contract Documents. 3. Transmittal Form: Use the attached Submittal Transmittal form at the end of this section. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01330 Page 3 SUBMITTAL PROCEDURES G. Use for Construction: Use only final Submittals in the Work that have marks indicating action has been taken by Architect. PART 2 PRODUCTS 2.1 ACTION SUBMITTAL REQUIREMENTS A. Schedule of Submittals: 1. Prior to any First Application for Payment, submit the following: a. Submittals Schedule: Submit three copies, arranged with the following information in a tabular format: 1) Scheduled date for first submittal. 2) Specification Section number and title. 3) Submittal category (action or informational). 4) Name of subcontractor. 5) Description of the Work covered. 6) Scheduled date for Architect's final release or approval. 2. Prior to the First Application for Payment, provide submittal review information for all required submittals. B. Application for Payment: Comply with requirements in Division 1 Section "Payment Procedures." C. Schedule of Values: Comply with requirements in Division 1 Section "Payment Procedures." D. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form: 1. Name, address, and telephone number of entity performing subcontract or supplying products. 2. Number and title of related Specification Section(s) covered by subcontract. 3. Drawing number and detail references, as appropriate, covered by subcontract. E. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable: a. Manufacturer's written recommendations. b. Manufacturer's product specifications. c. Manufacturer's installation instructions. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01330 Page 4 SUBMITTAL PROCEDURES d. Standard color charts. e. Manufacturer's catalog cuts. f. Wiring diagrams showing factory- installed wiring. g. Printed performance curves. h. Operational range diagrams. i. Mill reports. j. Standard product operating and maintenance manuals. k. Compliance with recognized trade association standards. I. Compliance with recognized testing agency standards. m. Application of testing agency labels and seals. n. Notation of coordination requirements. 4. Submit 5 copies. F. Shop Drawings: Prepare Project- specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. 1. Types of Prints Required: Submit 5 full -size bond copies of each sheet of shop drawings. Architect will returned one copy showing all review comments. Contractor shall make and distribute additional copies as required. 2. Preparation: Include the following information, as applicable: a. Dimensions. b. Identification of products. c. Fabrication and installation drawings. d. Roughing -in and setting diagrams. e. Wiring diagrams showing field - installed wiring, including power, signal, and control wiring. f. Shopwork manufacturing instructions. g. Templates and patterns. h. Schedules. i. Design calculations. j. Compliance with specified standards. k. Notation of coordination requirements. I. Notation of dimensions established by field measurement. 3. Sheet Size: Except for templates, patterns, and similar full -size drawings, submit Shop Drawings on sheets at least 8 -1/2 by 11 inches but no larger than 30 by 42 inches. 4. Submit 5 copies, unless otherwise noted in the Technical Specifications. G. Samples: Prepare physical units of materials or products, including the following: 1. Comply with requirements in Division 1 Section "Quality Requirements" for mockups. 2. Provide samples or samples identical to the precise article proposed to be provided. Identify all items by manufacturer, item, color name and number, and location in the work. 3. Number of Samples Required a. Unless otherwise specified, submit samples in the quantity required to be returned, plus one, which will be retained by the Architect. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01330 Page 5 SUBMITTAL PROCEDURES b. By pre- arrangement in specific cases, a single sample may be submitted for review, and when favorably reviewed be installed at a location agreed upon by the Architect. H. Colors and Patterns: If precise color and pattern is not called out in the contract documents, submit accurate color and pattern charts to the Architect for selection. 1. Submit samples for review of type, color, pattern, and texture for a final check of these characteristics with other elements and for a comparison of these characteristics between final submittal and actual component as delivered and installed. a. If variation in color, pattern, texture, or other characteristic is inherent in the product represented by a sample, submit at least 3 sets of paired units that show approximate limits of the variations. 2. Disposition: Maintain sets of approved samples at project site, available for quality - control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. 2.2 INFORMATIONAL SUBMITTAL REQUIREMENTS A. General: Prepare and submit Informational Submittals required by other Specification Sections. 1. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. 2. Test and Inspection Reports: Comply with requirements in Division 1 Section "Quality Requirements." B. Construction Schedule: The Contractor shall furnish the Architect with a Construction schedule with bar graph for the project before the start of construction. The schedule will be updated weekly, and sent directly to the Owner and Architect for their review. C. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. D. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements. E. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements. Submit record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified. F. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements and, where required, is authorized for this specific Project. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01330 Page 6 SUBMITTAL PROCEDURES 2.3 SUBSTITUTIONS A. Submit "Substitution Request Form" (Document 00100 — Instructions to Bidders) listing proposed product to the Architect for approval. B. Substitutions request made via "Request for Information" process are NOT valid — a "Substitution Request" form must be used. C. Approving the substitution: 1. Is made with the condition that no additional cost will be incurred by the Owner and that there are no changes to Construction Schedule. 2. Does not relieve the Contractor from meeting the requirements of the Contract Documents. 3. Is made without conditions to other parts of the work, i.e., if the substitution requires other parts of the work to be modified, the Contractor is responsible for making all necessary changes without additional cost to the Owner. D. Approved Substitutions require that ALL submittal requirements noted in the applicable Specification Section be met. PART 3 EXECUTION 3.1 CONTRACTOR'S REVIEW A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect. B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.2 ARCHITECTS REVIEW A. Compliance: Compliance with the Construction Documents, including specified characteristics, is Contractor's responsibility. Review by the Architect and Architect's Consultant does not relieve the Contractor from responsibility for error and omissions, which may exist in the submitted data. Approval of submittals does not release Contractor from a proper installation, compliance with applicable codes, or coordination of the Work. B. Architect will not review submittals that do not bear Contractor's approval stamp and may discard them without action. C. Action Submittals: Architect will review each submittal, make marks to indicate corrections or modifications required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01330 Page 7 SUBMITTAL PROCEDURES D. Informational Submittals: Architect will review each submittal and will not return it, or will reject and return it if it does not comply with requirements. Architect will forward each submittal to appropriate party. E. Submittals not required by the Contract Documents will not be reviewed and may be discarded. END OF SECTION 01330 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01330 Page 8 SUBMITTAL PROCEDURES (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01330 Page 9 SUBMITTAL PROCEDURES Ur-sent ❑ Submittal CSI No: SUBMITTAL TRANSMITTAL Project: Owner: Date: Architect #: Contractor: ❑ Shop Drawings ❑ Product Data ❑ Samples ❑ Submittal Description: Number of Sheets: ❑ Catalogs / Books Date: Supplier / Subcontractor / Manufacturer: Comments / Questions: Distributed To Sent To / On Date Received No. of Copies Architect Consultant Architect Contractor Subcontractor Owner Other Submittal Action ❑ Conforms to Design Concept ❑ Conforms to Design Concept with Revisions as Shown ❑ Non - Conforming, Revise & Re- Submit ❑ No Action Required - Submittal not required; retained for project file Reviewer Comments: Attachments Reviewed By: Date: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 'oN Ief!wgnS uoisinia Iefl!LUgnS — IB!JePWw Iefl!WgnS — SECTION 01330 Page 10 SUBMITTAL PROCEDURES (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01335 ACTION SUBMITTAL LISTS PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes lists of Action Submittals for Architect's use, required by individual Specification Sections. B. For the sake of brevity, submittals in the list were classified into general categories identified by the headings. 1.3 SCHEDULE OF SUBMITTALS: A. See Division 1 Section "Submittal Procedures" for instructions on submittals required by the technical specifications. 1.4 PRODUCT DATA SUBMITTALS DIVISION 5 METALS 05400 - Cold- Formed Metal Framing Product Data DIVISION 7 THERMAL AND MOISTURE PROTECTION 07542 — Mechanically Attached Polyvinyl Chloride (PVC) Roofing Product Data 07620 - Sheet Metal Flashing & Trim Product Data 07710 - Roof Curb and Accessories Product Data DIVISION 9 FINISHES 09900 — Paint Product Data DIVISION 15 MECHANICAL 15250 - Mechanical Insulation Product Data 15410 - Piping System Product Data 15460 - Fuel Gas Piping & Equipment Product Data 15723 - Rooftop Air Conditioner Product Data 15880 - Air Distribution System Shop Drawings 15880 - Air Distribution System Product Data DIVISION 16 ELECTRICAL 1.5 SHOP DRAWING SUBMITTALS DIVISION 5 METALS 05400 - Cold- Formed Metal Framing Shop Drawings DIVISION 6 WOOD AND PLASTICS DIVISION 7 THERMAL AND MOISTURE PROTECTION 07542 — Mechanically Attached Polyvinyl Chloride (PVC) Roofing Shop Drawings 07620 - Sheet Metal Flashing & Trim Shop Drawings DIVISION 9 FINISHES DIVISION 15 MECHANICAL MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01335 Page 2 ACTION SUBMITTAL LISTS 15723 - Rooftop Air Conditioner Shop Drawings DIVISION 16 ELECTRICAL 1.6 SAMPLE SUBMITTALS DIVISION 5 METALS DIVISION 7 THERMAL AND MOISTURE PROTECTION 07620 - Sheet Metal Flashing & Trim Samples 07920 - Joint Sealant Samples DIVISION 9 FINISHES 09900 - Paint Samples 1.7 SCHEDULE / APPLICATION LIST SUBMITTALS 06105 - Miscellaneous Carpentry Wood Treatment Data DIVISION 7 THERMAL AND MOISTURE PROTECTION 1.8 TEST REPORTS OR OTHER SUBMITTALS DIVISION 5 METALS 05400 - Cold- Formed Metal Framing Mill Certificates 05400 - Cold- Formed Metal Framing Welder Certificates 05400 - Cold- Formed Metal Framing Research /Evaluation Reports DIVISION 6 WOOD AND PLASTICS DIVISION 7 THERMAL AND MOISTURE PROTECTION 07542 — Mechanically Attached Polyvinyl Chloride (PVC) Roofing Certification 07542 — Mechanically- Attached Polyvinyl - Chloride (PVC) Roofing Quality Controller 07542 — Mechanically Attached Polyvinyl Chloride (PVC) Roofing Warranty 07542 — Mechanically Attached Polyvinyl Chloride (PVC) Roofing Installation Instructions 07542 — Mechanically Attached Polyvinyl Chloride (PVC) Roofing Installation Instructions DIVISION 9 FINISHES DIVISION 15 MECHANICAL 15250 - Mechanical Insulation Certificates of Compliance 15410 - Piping System Welder Certificates 15460 - Fuel Gas Piping & Equipment Compliance Certificates 1.9 MANUAL SUBMITTALS 07542 — Mechanically Attached Polyvinyl Chloride (PVC) Roofing Maintenance Data 07710 - Roof Curb and Accessories Maintenance Data END OF SECTION 01335 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01400 QUALITY REQUIREMENTS PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for quality assurance and quality control. B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1.3 RESPONSIBILITIES A. Inspections by Public Officials: Contractor shall call for all inspections required by building officials having jurisdiction. Final payment to the Contractor will not be made until final inspection has been made, all items corrected, and an occupancy permit has been issued for the building. B. Inspections by Independent Agencies: The inspection work as listed below shall be made by a testing laboratory selected by the Architect and approved by the building official. All tests shall be performed in accordance with the building code. Submit written reports of inspections and tests to the Architect, Structural Engineer, General Contractor, and building official. 1.4 DEFINITIONS A. Quality- Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and ensure that proposed construction complies with requirements. B. Quality - Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that completed construction complies with requirements. Services do not include contract enforcement activities performed by Architect. 1.5 SUBMITTALS A. Inspectors and testing laboratories shall submit written inspection and test result reports. B. Inspectors and testing laboratories shall distribute copies of reports to: 1. Architect 2. Owner 3. Contractor MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01400 Page 2 QUALITY REQUIREMENTS 4. Engineer 5. Building department or other authority having jurisdiction over the Work. 1.6 QUALITY ASSURANCE A. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in- service performance and approved by local authority, as well as sufficient production capacity to produce required units. B. Testing, when required, shall conform to all pertinent codes and regulations, selected ASTM standards, and as otherwise specified. C. Notices: Notify independent agency, building official, and Architect at least 24 hours before work required inspection is started. 1.7 COSTS A. Owner: Costs for inspections and tests required by Building Officials and requested by Owner will be paid by the Owner. B. Costs for re- inspections and re- tests, and added costs for inspections and tests due to poor workmanship, non - compliance with the Contract Documents, late scheduling, cancellations, or ill -timed notices are the responsibility of the Contractor. 1. When initial tests display non - compliance with the Contract Documents, the same testing agency that performed the initial tests shall do the work of re- inspection or re- testing the earlier tests. 2. Payment for re- inspection or re -test costs will be made to the testing agency by the Owner, but the Contract Sum in the Agreement between Owner and Contractor will be adjusted by Change Order to recover the cost. C. Inspection and testing performed exclusively for the Contractor's convenience shall be the sole responsibility of the Contractor and paid for by the Contractor. PART2 PRODUCTS 2.1 CLIENT COORDINATION A. General Requirements 1. Attend all pre- construction and job -site meetings. 2. Review all drawings and specifications. 3. Prepare written reports of test results on a timely basis. a) Reference the job name, location, Architect and Project Manager's name, General Contractor and name of person preparing the report, printed legibly. b) Type or write legibly the daily inspection reports describing the construction completed. c) Send the reports, every week, to the Architect, Owner, Engineer, Contractor and local authority, if local authority requires copies. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01400 Page 3 QUALITY REQUIREMENTS 4. Notify Architect and Engineer by telephone or fax memo immediately, meaning on the day of discovery, of test results not meeting specified requirements. 5. Notify Architect and Engineer by telephone or fax memo immediately, of deficiencies in construction. 2.2 DETAILED REQUIREMENTS A. The following inspections and tests shall be made by an independent agency as outlined below (paid by Owner) and the testing and inspection services outlined below include but are not limited to the following: 1. Building Construction and Materials Testing, as required by technical specifications. PART 3 EXECUTION (Not Used) END OF SECTION 01400 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01400 Page 4 QUALITY REQUIREMENTS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01420 REFERENCES PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 DEFINITIONS A. General: Basic Contract definitions are included in the Conditions of the Contract. B. "Approved ": When used to convey Architect's action on Contractor's submittals, applications, and requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract. C. "Directed ": A command or instruction by Architect. Other terms including "requested," "authorized," "selected," "required," and "permitted" have the same meaning as "directed." D. "Indicated ": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have.the same meaning as "indicated." E. "Regulations ": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. F. "Furnish ": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. G. "Install ": Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. H. "Provide ": Furnish and install, complete and ready for the intended use. I. "Project Site ": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. 1.3 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated. MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01420 Page 2 REFERENCES C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. D. Conflicting Requirements: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Architect for a decision before proceeding. 1. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding. 1.4 ABBREVIATIONS AND ACRONYMS A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Thomson Gale's "Encyclopedia of Associations ", Columbia Books' "National Trade & Professional Associations of the U.S. ", or similar publications applicable to Project's location. B. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up -to -date as of the date of the Contract Documents. IAPMO International Association of Plumbing and Mechanical Officials (909) 472 -4100 www.iapmo.org ICC International Code Council (888) 422 -7233 www.iccsafe.org ICC -ES ICC Evaluation Service, Inc. (800) 423 -6587 www.icc - es.org (562) 699 -0543 UBC Uniform Building Code (See ICC) ISO International Standards Organization (800) 423 -6587 www.iso.org MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01420 Page 3 REFERENCES C. Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up -to -date as of the date of the Contract Documents. ADAAG Americans with Disabilities Act (ADA) (800) 872 -2253 Architectural Barriers Act (ABA) (202) 272 -0080 Accessibility Guidelines for Buildings and Facilities Available from U.S. Access Board www.access - board.gov FED -STD Federal Standard (See FS) FS Federal Specification Available from Department of Defense Single Stock Point http: / /dodssp.daps.dla.mil Available from Defense Standardization Program www.dps.dla.mil Available from General Services Administration www.gsa.gov Available from National Institute of Building Sciences www.wbdg.org /ccb FTMS Federal Test Method Standard (See FS) MIL (See MILSPEC) MIL -STD (See MILSPEC) MILSPEC Military Specification and Standards Available from Department of Defense Single Stock Point http: / /dodssp.daps.dla.mil (215) 697 -2664 (202) 619 -8925 (202) 289 -7800 (215) 697 -2664 UFAS Uniform Federal Accessibility Standards (800) 872 -2253 Available from Access Board (202) 272 -0080 www.access-board.gov PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION 01420 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01420 Page 4 REFERENCES (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01500 TEMPORARY CONSTRUCTION FACILITIES PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes requirements for temporary facilities and controls, including temporary utilities, support facilities, and security and protection facilities. 1.3 PROJECT CONDITIONS A. Temporary Utilities: At earliest feasible time, when acceptable to Owner, change over from use of temporary service to use of permanent service. 1. Temporary Use of Permanent Facilities: Installer of each permanent service shall assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities. PART 2 DETAILED REQUIREMENTS 2.1 MATERIALS A. General: Provide new materials. Undamaged, previously used materials in serviceable condition may be used if approved by Architect. Provide materials suitable for use intended. 2.2 EQUIPMENT A. General: Provide equipment suitable for use intended. B. Field Office Building: Provide a substantial, weather -tight office building on site where directed. Have the office fully operable, with power and telephone service connected, from the start of construction until project is completed and closed out. Allow the Owner and Architect the use of Field Office, equipment and communication equipment for local calls. Provide the following Field Office Equipment: 1. Plain paper copy machine and a fax machine connected to a dedicated telephone line. 2. Computer with Internet/e -mail capability. 3. Job Telephone: Provide non - coinbox telephone connected to serving utility exchange. Pay all telephone and fax charges for job related use by Owner and Architect, except for long distance charges. a. Provide an answering machine, voice -mail service, or messaging service. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01500 Page 2 TEMPORARY CONSTRUCTION FACILITIES b. Provide project manager and superintendents with pagers and portable cellular telephones for use in making and receiving telephone calls when away from field office. C. Temporary Utilities: Use of Owner's existing electrical, heat, and water will be permitted without metering. Contractor shall provide safe temporary connections and maintain conditions acceptable to the Owner. D. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities. 1. Toilets: Use of Owner's existing toilet facilities will be permitted, as long as facilities are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore these facilities to condition existing before initial use. E. On -Site Fire Protection: From the time the project starts until its completion and acceptance by the Owner, the General Contractor shall maintain adequate fire extinguishers on the premises, readily available to his workmen, for the protection of the building and its contents. F. Temporary Barricades and Fences: Contractor shall provide fences and all safeguards necessary for the convenience and protection of the public, as required by code and law enforcement regulations. Keep abutting streets and other thoroughfares open to traffic, using only portions of streets allowed by permit. Contractor will be responsible for damage or injury occurring to either persons or property through carelessness or neglect by himself, his employees, or subcontractors. 2.3 FIELD OFFICE STAFF A. Provide the following required project staff: 1. Project Manager: One minimum, may be part-time and located off -site, to oversee and supervise the entire project, and be responsible for the managing / estimating of the all phases of the entire project. 2. Job Superintendent: One minimum, required on -site full -time, to provide overall administrative and technical direction for the Project. 3. Project Engineer: One minimum, may be part-time and located off-site, to support superintendent and project manager by performing administrative and technical functions. 4. Secretary: One minimum, recommended full -time and located on site, to support field staff. PART 3 EXECUTION 3.1 INSTALLATION, GENERAL A. Locate facilities where they will serve project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01500 Page 3 TEMPORARY CONSTRUCTION FACILITIES B. Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. 3.2 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. Avoid using tools and equipment that produce harmful noise. Restrict use of noisemaking tools and equipment to hours that will minimize complaints from persons or firms near project site. B. Temporary Fire Protection: Until fire - protection needs are supplied by permanent facilities, install and maintain temporary fire- protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 10 and NFPA 241. END OF SECTION 01500 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive MG2 # 93- 0440 -24 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01500 Page 4 TEMPORARY CONSTRUCTION FACILITIES (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01700 EXECUTION REQUIREMENTS PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and General Provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes general procedural requirements governing execution of the work including, but not limited to, the following: 1. General installation of products. 2. Protection of installed construction. 3. Correction of the Work. 1.3 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products according to the manufacturer's recommendations, using means and methods that will prevent damage, deterioration, and loss, including theft. This applies to products included in this contract as well as products furnished by the Owner, as described in Section 01100 "Summary of Work ". 1. Schedule delivery to minimize Tong -term storage at the site and to prevent overcrowding of construction spaces. 2. Coordinate delivery with installation time to assure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Deliver products to the site in an undamaged condition in the manufacturer's original, sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 4. Inspect products upon delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. 5. Store products at the site in a manner that will facilitate inspection and measurement of quantity or counting of units. 6. Store heavy materials away from the project structure in a manner that will not endanger the supporting construction. 7. Store products subject to damage by the elements above ground, under cover in a weather -tight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by manufacturer's instructions. 1.4 WORKMANSHIP A. All work involved in this project shall reflect the best possible workmanship. Work which is not of the best workmanship shall bd corrected or redone as is required for approval by the Architect, at no additional cost to the Owner. No trade should apply finishes or materials to surfaces until he feels that the surfaces are ready to receive his finish or material and produce the best possible workmanship. A trade which applies MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01700 Page 2 EXECUTION REQUIREMENTS finishes or materials to a surface, which is not ready, shall remove and correct the work, as well as prepare the existing surface involved at no additional cost to the Owner. PART 2 PRODUCTS (Not Usedl PART 3 EXECUTION 3.1 EXAMINATION A. Existing Conditions: The existence and location of utilities, and other construction indicated as existing are not guaranteed. Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the work. B. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 3.2 PREPARATION A. Field Measurements: 1. Take field measurements as required to fit the work properly. Recheck measurements before installing each product. Where portions of the work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the work. B. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on drawings. C. Field Condition Reports: Immediately on discovery of a difference between field conditions and the Contract Documents, prepare and submit a detailed report and Request For Information (RFI) to the Architect. 1. Prepare the RFI using the standard form at the end of this section, following the instructions included with the form. 3.3 INSTALLATION A. General: Locate the work and components of the work accurately, in correct alignment and elevation, as indicated. 1. Make vertical work plumb and make horizontal work level. 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01700 Page 3 EXECUTION REQUIREMENTS C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. D. Conduct construction operations so no part of the work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. F. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component securely in place, accurately located and aligned with other portions of the Work. 1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Architect. 2. Allow for building movement, including thermal expansion and contraction. G. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. H. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. 3.4 CORRECTION OF THE WORK A. Repair or remove and replace defective construction. Restore damaged substrates and finishes. Comply with requirements in Division 1 Section "Cutting and Patching." 1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. B. Restore permanent facilities used during construction to their specified condition. C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair. D. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired. E. Remove and replace chipped, scratched, and broken glass or reflective surfaces. 3.5 INSTRUCTIONS FOR USING RFI "REQUEST FOR INFORMATION" FORM A. Prepare the Request for Information (RFI) using the standard form following this section. B. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01700 Page 4 EXECUTION REQUIREMENTS C. Assign each RFI consecutive four (4) digit numbers starting with "0001 ", limiting each RFI to one subject only. 1. If more information is requested about the same subject, use the same 4 -digit number with " —R1" appended; i.e. "0001 -R1 ", "0001 -R2" for the next request on the same subject, and so forth. END OF SECTION 01700 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01700 Page 5 EXECUTION REQUIREMENTS Urgent ❑ Need Response By: RFI No.: Request for Information Project: Owner: Date: Architect #: Contractor: Subject: Reference: ❑ Civil Request: ❑ Architectural ❑ Structural ❑ Mechanical ❑ Electrical 0 Attachments: Requested By: Cost Impact ❑ Time Impact ❑ Estimated Cost $ Distributed To Sent To On Date Received Response Sent Architect Consultant Architect Contractor Subcontractor Owner Other • Carry out the following instructions with no change in Contract Sum or Time • Submit itemized Proposal for changes in the Contract Sum or Time for the following instructions. THIS IS NOT A DIRECTION TO PROCEED. Response: Attachments Response By: Date: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01700 Page 6 EXECUTION REQUIREMENTS (This Page Intentionally Left Blank) MULVANNYG2ARCHITECTURE COSTCO WHOLESALE ' Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01731 CUTTING AND PATCHING PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for cutting and patching. 1.3 QUALITY ASSURANCE A. Structural Elements: Do not cut and patch structural elements in a manner that could change their load- carrying capacity or Toad- deflection ratio. B. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. C. Miscellaneous Elements: Do not cut and patch the following elements or related components in a manner that could change their load- carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. 1. Water, moisture, or vapor barriers. 2. Membranes and flashings. 3. Equipment supports. 4. Piping, ductwork, vessels, and equipment. 5. Noise- and vibration - control elements and systems. D. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. E. Cutting and Patching Conference: Before proceeding, meet at project site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. 1.4 WARRANTY A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during cutting and patching operations, by methods and with materials so as not to void existing warranties. MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01731 Page 2 CUTTING AND PATCHING PART2 PRODUCTS 2.1 MATERIALS A. General: Comply with requirements specified in other sections of these specifications. B. Existing Materials: Use materials identical to existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will match the visual and functional performance of existing materials. PART 3 EXECUTION 3.1 EXAMINATION A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed. 1. Compatibility: Before patching, verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Temporary Support: Provide temporary support of work to be cut. B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of project that might be exposed during cutting and patching operations. C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. D. Avoid cutting existing pipe, conduit, or ductwork serving the building but scheduled to be removed or relocated until provisions have been made to bypass them. 3.3 PERFORMANCE A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. 1. Cut existing construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01731 Page 3 CUTTING AND PATCHING B. Cutting: Cut existing construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. Existing Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Mechanical and Electrical Services: Cut off pipe or conduit to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. 4. Proceed with patching after construction operations requiring cutting are complete. C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other sections of these specifications. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. 3. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weather -tight condition. 3.4 CLEAN UP A. Contractor shall, during the progress and at the conclusion of work, remove all waste, dirt and debris resulting from the work of all contractors and subcontractors within the designated work space and dispose of at the contractor's expense. END OF SECTION 01731 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01731 Page 4 CUTTING AND PATCHING (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01732 SELECTIVE DEMOLITION PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Demolition and removal of selected portions of building or structure. 2. Demolition and removal of selected site elements. 3. Repair procedures for selective demolition operations. 1.3 SUBMITTALS A. Prepare a detailed demolition plan and sequence of demolition and removal work to ensure the uninterrupted progress of Owner's operations. Include schedule for shut -off, capping and continuation of utility services as required. Submit demolition plan to the Architect in accordance with the General and Supplementary Conditions B. Proposed Dust - Control and Noise - Control Measures: Submit statement or drawing that indicates the measures proposed for use, proposed locations, and proposed time frame for their operation. Identify options if proposed measures are later determined to be inadequate C. Schedule of Selective Demolition Activities: Indicate the following: 1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's on -site operations are uninterrupted. 2. Interruption of utility services. 3. Coordination for shutoff, capping, and continuation of utility services. 4. Coordination of Owner's continuing occupancy of existing building. 1.4 PROJECT CONDITIONS A. General: The existing facility is occupied and in operation. Arrange and carry out work with the least possible disturbance and noise. Cooperate with Owner and the Architect in the fullest measure to reduce inconvenience to a minimum. Maintain or relocate existing services and systems within the existing facility when required to permit continued operation of all departments in the facility. Maintain continuous services into, and sewer lines out of the existing building without interruption. 1. Provide adequate protection for all parts of the present building designated to remain, wherever work under this Contract is to be performed. 2. Service and public access to the existing buildings shall be maintained at all times. MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01732 Page 2 SELECTIVE DEMOLITION B. Conditions existing at the time of inspection for bidding purposes will be maintained by Owner insofar as practicable. However, variations within the structure may occur by Owner's removal and salvage operations prior to the start of the demolition work. C. Partial Removal: Items not wanted by Owner but with value to the Contractor may be removed from the project area as the work progresses. Salvaged items must be transported from the site as they are removed. Storage or the sale of such material will not be permitted on the site. D. Equipment and material resulting from the demolition work in the existing building, neither scheduled to be re -used in the work nor designated by Owner, before or during the construction of the work, to be delivered to him for storage on the site, shall become the property of the Contractor for salvage and /or removal from the site. E. The Mechanical and Electrical Subcontractors shall cut their own holes for their own work. These subcontractors shall check the location of the holes with the General Contractor and shall receive his approval prior to drilling. 1. The General Contractor employing workmen skilled in the particular trades involved and in accordance with the technical specifications for the materials and types of workmanship required shall do all patching. Painting subcontractor in accordance with the "Painting" Section shall do painting of the patched work. 2. Contractor's attention is called to the extension of systems including those for Mechanical and Electrical which occur in the existing facility, all of which require cutting and patching of existing work. Existing conditions must be carefully examined and all work involved shall be fully covered in the Contract. F. Plumbing Lines: Take care to prevent construction debris and foreign materials from getting into the plumbing lines during construction and connection of fixtures. Clear out any plumbing stoppages resulting from this construction work. G. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. 1. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Owner will remove hazardous materials under a separate contract. H. Storage or sale of removed items or materials on -site is not permitted. I. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. 1. Maintain fire- protection facilities in service during selective demolition operations. 1.5 SPECIAL CONDITIONS FOR EXECUTING WORK A. Storage of Flammable Liquids and Gases: Store all combustible and flammable materials in accordance with the requirements of all governing authorities. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01732 Page 3 SELECTIVE DEMOLITION B. Fire Protection Systems: 1. Notify the local Fire Department in advance of work involving and disconnecting or impairment of the fire alarm system, automatic sprinkler system, fire pumps or standpipe systems. 2. Keep fire extinguishers readily available at all demolition, alteration and construction locations within the building. C. Exits: Do not obstruct or interfere with existing building exits. If temporary obstruction of exits cannot be avoided, propose alternative methods of egress for prior review and approval by the Local and State Fire Marshal before obstruction is made. D. Protection: Conduct operations to prevent damage by falling debris or other cause to adjacent buildings, structures, and other facilities as well as persons and animals. E. Provide necessary shoring, bracing, or support to prevent movement or settlement or collapse of structure to be demolished and adjacent facilities to remain. F. Damages: Repair damages caused to adjacent facilities by demolition operations, as directed by the Architect and at no cost to Owner. 1.6 WARRANTY A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials so as not to void existing warranties. B. Notify warrantor on completion of selective demolition, and obtain documentation verifying that existing system has been inspected and warranty remains in effect. Submit documentation at Project closeout. PART 2 PRODUCTS 2.1 PEFORMANCE REQUIREMENTS A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. B. Standards: Comply with ANSI /ASSE A10.6 and NFPA 241. 2.2 REPAIR MATERIALS A. Use repair materials identical to existing materials. 1. If identical materials are unavailable or cannot be used for exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible. 2. Use materials whose installed performance equals or surpasses that of existing materials. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01732 Page 4 SELECTIVE DEMOLITION B. Comply with material and installation requirements specified in individual Specification Sections. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that utilities have been disconnected and capped. B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required. C. Inventory and record the condition of items to be removed and reinstalled and items to be removed and salvaged. D. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Architect. E. Survey condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective demolition operations. F. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. 3.2 UTILITY SERVICES A. Existing Utilities: Maintain services indicated to remain and protect them against damage during selective demolition operations. B. Do not interrupt existing utilities serving occupied or operating facilities, unless authorized in writing by Owner and authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to Owner and to authorities having jurisdiction. 3.3 PREPARATION A. Site Access and Temporary Controls: Conduct selective demolition and debris - removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. B. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. 1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building. 2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01732 Page 5 SELECTIVE DEMOLITION 3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations. 4. Comply with requirements for temporary enclosures, dust control, heating, and cooling specified in Division 1 Section "Temporary Facilities and Controls." C. Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished. 1. Strengthen or add new supports when required during progress of selective demolition.. 3.4 SELECTIVE DEMOLITION A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain. 2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. 3. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame- cutting operations. Maintain portable fire - suppression devices during flame - cutting operations. 4. Maintain adequate ventilation when using cutting torches. 5. Remove decayed, vermin - infested, or otherwise dangerous or unsuitable materials and promptly dispose of off -site. 6. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation. 7. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 8. Dispose of demolished items and materials promptly. 9. Return elements of construction and surfaces that are to remain to condition existing before selective demolition operations began. B. Existing Facilities: Comply with building manager's requirements for using and protecting stairs, walkways, loading docks, building entries, and other building facilities during selective demolition operations. 3.5 DEMOLITION POLLUTION CONTROLS A. Use water sprinkling, temporary enclosures, and other suitable methods as necessary to limit the amount of dust and dirt rising and scattering in the air, to the lowest level of air pollution practical for the condition of work. Comply with the governing regulations. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01732 Page 6 SELECTIVE DEMOLITION 3.6 DISPOSAL OF DEMOLISHED MATERIALS A. General: Remove demolished materials from Project site and legally dispose of them in an EPA - approved landfill. 1. Do not allow demolished materials to accumulate on -site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. Burning: Do not burn demolished materials. C. Disposal: Transport demolished materials off Owner's property and legally dispose of them. 3.7 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. END OF SECTION 01732 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01770 CLOSEOUT PROCEDURES PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specifications Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for Contract Closeout, including, but not limited to, the following: 1. Pre - Substantial Completion Requirements including Insurance and Utility requirements, Clean up and Submittal Requirements. 2. Substantial Completion Requirements and Punch Lists. 3. Submittals required prior to Final Closeout including Project Record Documents and Operation and Maintenance Manuals. 4. Final Payment Requirements. B. Related Sections Include The Following: 1. Division 1 Section "Payment Procedures" for requirements for Applications for Payment for Substantial and Final Completion. 2. Division 1 Section "Temporary Construction Facilities" for building temporary utility cost and billing procedures. 1.3 PRE - SUBSTANTIAL COMPLETION REQUIREMENTS A. Unrestricted Use: Obtain all releases that permit the Owner unrestricted use of the Work and access to services and utilities — include Permit, operating certificates, and similar releases. B. Initial Punch List: Prepare the Initial Punch List of items to be completed and corrected. Include the value of items on the list and the reasons why the Work is not complete. 1. Forward to the Architect. 2. Format the Punch List to comply with CSI Form 14.1A and include: a. List of spaces in sequential order starting with the exterior. b. Organize items applying to each space by major element (floors, walls, etc.). c. Include the project name and location, date, contractor's and architect's names, and page number. C. Insurance: Notify and make arrangements to transfer the insurance to the Owner. D. Temporary Facilities: Terminate and remove temporary facilities from Project site, along with construction tools and similar elements. E. Testing of Systems: Complete startup testing of systems. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive MG2 # 93- 0440 -24 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01770 Page 2 CLOSEOUT PROCEDURES F. Submit Operations and Maintenance Manuals. G. Instruction of Owner's Personnel: Instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. 1.4 SUBSTANTIAL COMPLETION REQUIREMENTS AND PUNCH LISTS A. The Owner and Architect (including consultants) will create the Final Punch List. B. Initial Punch List: The Architect will utilize the Initial Punch List to create the Final Punch List. The Final Punch List includes, but is not limited to, Punch Lists created by: 1. Contractor and major subcontractors 2. Owner 3. Architect (including separate punch list created by consultants) 4. Building Department 5. Planning Department 6. Other Governing Agencies C. The Architect will issue a Certificate of Substantial Completion after the visit or will notify the Contractor in writing of items -- either on the Contractor's list or additional items identified by the Architect -- that must be completed or corrected before the certificate will be issued. D. Within 10 calendar days of the date of Substantial Completion, the Contractor shall complete the Punch List items. E. When items in the Final Punch Lists are complete or corrected, review the lists with the Costco Warehouse Manager for verification and signature. The Contractor must also sign -off the Final Punch Lists confirming that the work has been corrected and completed. The signed -off Punch Lists shall be forwarded to the Architect with the application for Final Payment as described in Division 1 "Payment Procedures." 1.5 SUBMITTALS REQUIRED PRIOR TO FINAL CLOSEOUT A. Record (As- Built) Documents Requirements: Show to scale (where possible) or by figured dimensions all changes to the drawings. 1. Indicate the locations of all ducts, conduits, pipes, or other facilities not exposed in the finished work. 2. Show materials, size and depth from surface of said installations as well as line followed. 3. Provide two (2) copies, marked to reflect record (as- built) conditions. B. Record Drawing Submittals including, but not limited to, 1. Drawings for Architectural, Roof System, HVAC, Plumbing and Electrical Systems. 2. Specifications including all addenda and Change Orders. C. Operation and Maintenance Manuals: Submit Final Submittal of Operation and Maintenance Manuals that incorporates the Architect's review comments. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01770 Page 3 CLOSEOUT PROCEDURES D. List of Subcontractors. Include trade, firm name, and individual contact and telephone number. Bound into Warranty and Guarantee Submittal Binders. E. Originals of all Certificates / Permits. Bound into Warranty and Guarantee Submittal Binders. Include certificates /permits. F. Additional Stock, Materials, Spare Parts and Tools: Provide as required by individual specification sections. Label with manufacturer's name and model number where applicable. 1. Deliver directly to the Owner 2. Send a copy of the transmittal to the Architect. G. Warranties, Work Guarantees and Bonds. H. Obtain Bonds and Maintenance Agreements. I. Contractor shall return to Architect all drawings and specifications loaned to Contractor during construction period. PART 2 CLEANUP REQUIREMENTS 2.1 CLEANUP A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. 1. Complete the following cleaning operations before requesting certification of Substantial Completion for entire Project or for a portion of Project: a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, of rubbish, waste material, litter, and other foreign substances. b. Remove tools, construction equipment, machinery, and surplus material from Project site. c. Clean exposed hard - surfaced finishes to a dirt -free condition, free of stains, films, and similar foreign substances. Restore reflective surfaces to their original condition. d. Remove debris and surface dust from limited access spaces, including roofs and similar spaces. e. Remove labels that are not permanent. f. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. 1) Do not paint over "UL" and similar labels, including mechanical and electrical nameplates. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01770 Page 4 CLOSEOUT PROCEDURES g. Wipe surfaces of mechanical and electrical equipment and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. h. Replace parts subject to unusual operating conditions. C. Leave Project clean and ready for occupancy. END OF SECTION 01770 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01780 PROJECT CLOSEOUT DOCUMENTS PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specifications Sections, apply to this Section. 1.2 SUMMARY A. This Section includes requirements for Contract Closeout, including but not limited to the following: 1. Warranties 2. Operation and Maintenance Manuals. 1.3 WARRANTY SUBMITTALS A. Submittal: On request of the Architect, submit written warranties for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated. 1. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual. B. Include all warranties and bonds into the same heavy -duty, 3 -ring, vinyl- covered, loose - leaf binders, thickness as necessary to accommodate contents, and sized to receive 8- 1/2 -by -11 -inch paper. 1. Provide heavy paper dividers with plastic- covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer. 2. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor. 3. Provide additional copies of each warranty to include in operation and maintenance manuals. 4. Include the installer trade, firm name, and individual contact and telephone number with the Warranty Binders. 5. Deliver Warranty Binders to the Architect as part of the Contract Closeout documentation. 1.4 TWO YEAR WARRANTIES AND GUARANTEES IN THIS PROJECT 07920 - Joint Sealants 1.5 FIVE YEAR WARRANTIES AND GUARANTEES IN THIS PROJECT 06105 — Miscellaneous Carpentry Warranty 1.6 TWENTY YEAR WARRANTIES AND GUARANTEES IN THIS PROJECT MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01780 Page 2 PROJECT CLOSEOUT DOCUMENTS 07542 — Mechanically Attached Polyvinyl Chloride (PVC) Roofing 07710 — Roof Curbs and Accessories PART 2 LIST OF EXTERIOR MATERIALS (Not Used) PART 3 OPERATION AND MAINTENANCE MANUALS 3.1 MANUAL REQUIREMENTS A. Prepare and submit Operation and Maintenance (0 & M) Manuals for each of the disciplines as listed in the technical specifications. Architect will return manuals with comments if they are incomplete. 1. Submit two (2) bound originals. Bind warranties, guarantees and bonds in heavy - duty, 3 -ring, vinyl- covered, loose leaf binders, thickness as necessary to accommodate contents and sized to receive 8- 1/2 -by -11 -inch paper. Manuals shall be titled to indicate their contents. B. Operation and Maintenance Manuals shall contain the following: 1. Operation Data: a. Emergency instructions and procedures. b. System, subsystem and equipment descriptions, including operating standards. c. Operating procedures, including startup, shutdown, seasonal, and weekend operations. d. Description of controls and sequence of operations. e. Piping diagrams. 2. Maintenance Data: a. Manufacturer's information, including list of spare parts. b. Name, address, and telephone number of installer or supplier. c. Maintenance procedures. d. Maintenance and service schedules for preventive and routine maintenance. e. Maintenance record forms. f. Sources of spare parts and maintenance materials. g. Copies of maintenance service agreements. h. Copies of warranties and bonds. 3. Provide additional copies of each warranty to include in operation and maintenance manuals. C. Prepare PDF files of the Operation and Maintenance Manuals, assembled into specific sections and divisions reflecting the Project Manual contents. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01780 Page 3 PROJECT CLOSEOUT DOCUMENTS 1. Prepare compact disks using CD or DVD media, containing 0 & M Manual PDF files. Use an optical medium that permits normal access by ordinary computer equipment. 2. Identify O &M Manual Compact Disks compact disks with prepared labels that describe the disk contents - including project location, name of Contractor, date of project, and specification sections or division that describe the work. 3. Deliver two copies of the O &M Manual Compact Disks to the Architect as part of the Contract Closeout documentation. D. sitelfolio Requirements: Post the 0 & M Manual PDF files to sitelfolio to allow internet use by others. Information on this procedure is available in "Costco Wholesale sitelfolio General Contractor User Guide" appended to the Project Manual. END OF SECTION 01780 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive MG2 # 93- 0440 -24 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 01780 Page 4 PROJECT CLOSEOUT DOCUMENTS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 05400 COLD - FORMED METAL FRAMING PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Exterior framing at parapet walls. 1.3 PERFORMANCE REQUIREMENTS A. Structural Performance: Provide cold- formed metal framing capable of withstanding design loads without deflections greater than the following: 1. Exterior Wall Framing: Horizontal deflection of 1/360 of the wall height. 1.4 ACTION SUBMITTALS A. Product Data: For each product indicated. B. Shop Drawings: Include layout, spacings, sizes, thicknesses, and types of cold- formed metal framing; fabrication; and fastening and anchorage details, including mechanical fasteners. C. Mill certificates or test reports. D. Welder certificates. E. Research /evaluation reports. 1.5 QUALITY ASSURANCE A. Comply with AISI's "Specification for the Design of Cold- Formed Steel Structural Members" for calculating structural characteristics of cold- formed metal framing. B. Mill certificates signed by steel sheet producer. C. Codes and Standards: Comply with provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified: 1. AWS D1.1/D1.1M, "Structural Welding Code - Steel" 2. AWS D1.3/D1.3M, "Structural Welding Code - Sheet Steel." D. Welder Qualifications: Use welders certified by American Welding Society, or equivalent Canadian Standards if applicable, for structural and sheet steel welding. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 05400 Page 2 COLD - FORMED METAL FRAMING PART2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturers: 1. Clark Western Building Systems, 9100 Centre Pointe Drive, Suite 210, West Chester, OH 45069, ph: (513) 870 -1100, Fx: (513) 870 -1300, http: / /clarkwestern.com 2. Dietrich Metal Framing, Inc., 200 Old Wilson Bridge Road, Columbus, OH 43085, Ph: 800) 873 -2604 or (614) 840 -4350, Fx: (614) 840 -4351, http://vvww.dietrichmetalframing.com. 3. Scafco Steel Stud Manufacturing Company, 6200 East Main Avenue, Spokane, WA 99211 -1215, ph: (800) 966 -2467 or (509) 343 -9000, fax: (509) 343 -9060, www.scafco.com. 4. Marinoware (Div. of Ware Industries, Inc.), 137 Broadway, Amityville, NY 11701, ph: (800) 627 -4667 or (631) 691 -2200, fax: (631) 691 -1492, www.marinoware.com. 5. Steeler, Inc., 10023 Martin Luther King Jr. Way South, Seattle, WA 98178, ph: (206) 725 -2500, fax: (800) 275 -2279, www.steeler.com. 6. United Metal Products, Inc., 1920 E. Encanto Drive, Tempe, AZ 85281, ph: (480) 968 -9550, fax: (480) 968 -9555, http: / /www.unitedmetal.com. 2.2 MATERIALS A. Steel Sheet: ASTM A 653 / A 653M, structural steel, G60 zinc coating, Grade 33 for minimum uncoated steel thickness of 0.0428 inch (1.09 mm) and less; Grade 50 for minimum uncoated steel thickness of 0.0538 inch (1.37 mm) and greater. B. Wall Framing: Manufacturer's standard steel studs, of web depths indicated, with stiffened flanges, complying with ASTM C 955, and as follows: 1. Minimum Uncoated -Steel Thickness: 18 gauge 0.0428 inch (1.09 mm). 2. Flange Width: 1 -5/8 inches (41 mm). 3. Track: Manufacturer's standard U- shaped steel track, unpunched, with straight flanges, complying with ASTM C 955, manufacturer's standard flange width, and minimum uncoated -steel thickness matching steel studs. 2.3 ACCESSORIES AND MISCELLANEOUS MATERIALS A. Fabricate steel- framing accessories of the same material and finish used for framing members, with a minimum yield strength of 33,000 psi, of manufacturer's standard thickness and configuration, unless otherwise indicated. B. Steel Shapes and Clips: ASTM A 36/A 36M, zinc coated by hot -dip process according to ASTM A 123/A 123M. C. Expansion Anchors: Fabricated from corrosion- resistant materials, with capability to sustain, without failure, a Toad equal to 5 times design load, as determined by testing per ASTM E 488 conducted by a qualified independent testing agency. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 05400 Page 3 COLD - FORMED METAL FRAMING D. Power - Actuated Anchors: Fastener system of type suitable for application indicated, fabricated from corrosion- resistant materials, with capability to sustain, without failure, a load equal to 10 times design load, as determined by testing per ASTM E 1190 conducted by a qualified independent testing agency. E. Mechanical Fasteners: Corrosion - resistant- coated, self - drilling, self- threading steel drill screws. F. Galvanizing Repair Paint: SSPC -Paint 20, DOD -P- 21035, or ASTM A 780. PART 3 EXECUTION 3.1 INSTALLATION A. Preparation: Grout bearing surfaces uniform and level to ensure full contact of bearing flanges or track webs on supporting concrete or masonry construction. B. Install cold- formed metal framing and accessories plumb, square, and true to line, and with connections securely fastened, according to ASTM C 1007, manufacturer's written recommendations, and requirements in this Section. 1. Cut framing members by sawing or shearing; do not torch cut. 2. Fasten cold- formed metal framing members by welding or screw fastening, as standard with fabricator. Wire tying of framing members is not permitted. 3. Install framing members in one -piece lengths. 4. Install temporary bracing and supports to secure framing and support loads comparable in intensity to those for which structure was designed. 5. Install insulation in built -up exterior framing members, such as headers, sills, boxed joists, and multiple studs at openings, that are inaccessible on completion of framing work. 6. Fasten hole- reinforcing plate over web penetrations that exceed size of manufacturer's standard punched openings. C. Erection Tolerances: Install cold- formed metal framing level, plumb, and true to line to a maximum allowable tolerance variation of 1/8 inch in 10 feet (3 mm in 3 m) and as follows: 1. Space individual framing members no more than plus or minus 1/8 inch (3 mm) from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials. D. Exterior Wall Installation: 1. Install continuous top and bottom tracks sized to match studs. Align tracks accurately and securely anchor at corners and ends, and at spacings indicated on Structural Drawings. 2. Squarely seat studs against top and bottom tracks with gap not exceeding of 1/8 inch (3 mm) between the end of wall framing member and the web of track. Fasten both flanges of studs to top and bottom tracks. Space studs at spacings indicated on Structural Drawings. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 05400 Page 4 COLD - FORMED METAL FRAMING 3. Set studs plumb, except as needed for diagonal bracing or required for nonplumb walls or warped surfaces and similar configurations. 4. Install supplementary framing, blocking, and bracing in stud framing indicated to support fixtures, equipment, services, and similar work requiring attachment to framing. a. If type of supplementary support is not indicated, comply with stud manufacturer's written recommendations and industry standards in each case, considering weight or Toad resulting from item supported. 5. Install horizontal bridging in stud system, spaced as indicated on Structural Drawings. Fasten at each stud intersection. 6. Install steel sheet diagonal bracing straps to both stud flanges, terminate at and fasten to reinforced top and bottom tracks. Fasten clip -angle connectors to multiple studs at ends of bracing and anchor to structure. 7. Install miscellaneous framing and connections, including supplementary framing, web stiffeners, clip angles, continuous angles, anchors, and fasteners, to provide a complete and stable wall- framing system. E. Galvanizing Repairs: Prepare and repair damaged galvanized coatings on fabricated and installed cold- formed metal framing with galvanized repair paint according to ASTM A 780 and manufacturer's written instructions. END OF SECTION 05400 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 06105 MISCELLANEOUS CARPENTRY PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Rooftop equipment bases and support curbs. 2. Wood supports. 3. Wood blocking. 4. Parapet coping nailer and other nailer. 5. Plywood roof sheathing. 6. Modifications to existing site -built wood roof curbs. 1.3 ACTION SUBMITTALS A. Wood treatment data as follows, including chemical treatment manufacturer's instructions for handling, storing, installing, and finishing treated materials: 1. Include data for wood - preservative treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Indicate type of preservative used and net amount of preservative retained. 2. For products receiving a waterborne treatment, include statement that moisture content of treated materials was reduced to levels specified before shipment to Project site. B. Evaluation Reports: For the following, from ICC -ES: 1. Preservative- treated wood. C. Warranty: 5 -Year Warranty of chemical treatment manufacturer for each type of treatment. 1.4 DELIVERY, STORAGE, AND HANDLING A. Keep materials under cover and dry. Protect from weather and contact with damp or wet surfaces. Stack lumber, plywood, and other panels. 1. Provide for air circulation within and around stacks and under temporary coverings. 2. For lumber and plywood pressure treated with waterborne chemicals, place spacers between each bundle to provide air circulation. MU LVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 06105 Page 2 MISCELLANEOUS CARPENTRY PART2 PRODUCTS 2.1 LUMBER, GENERAL A. Lumber Standards: Comply with DOC PS 20, "American Softwood Lumber Standard," and with applicable grading rules of inspection agencies certified by American Lumber Standards Committee's (ALSC) Board of Review. B. Inspection Agencies: Inspection agencies, and the abbreviations used to reference them, include the following: 1. NELMA - Northeastern Lumber Manufacturers Association. 2. SPIB - Southern Pine Inspection Bureau. 3. WCLIB - West Coast Lumber Inspection Bureau. 4. WWPA - Western Wood Products Association. C. Grade Stamps: Provide lumber with each piece factory marked with grade stamp of inspection agency evidencing compliance with grading rule requirements and identifying grading agency, grade, species, moisture content at time of surfacing, and mill. D. Where nominal sizes are indicated for untreated wood, provide actual sizes required by DOC PS 20 for moisture content specified. Where actual sizes are indicated, they are minimum dressed sizes for dry lumber. 1. Provide dressed lumber, S4S, unless otherwise indicated. 2. Provide dry lumber with 19 percent maximum moisture content at time of dressing for 2 -inch nominal thickness or Tess, unless otherwise indicated. 2.2 WOOD- PRESERVATIVE - TREATED MATERIALS A. Preservative Treatment by Pressure Process: AWPA U1; Use Category UC2 for interior construction not in contact with the ground, Use Category UC3b for exterior construction not in contact with the ground, and Use Category UC4a for items in contact with the ground. 1. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium. Do not use inorganic boron (SBX) for sill plates. 2. For exposed items indicated to receive a stained or natural finish, use chemical formulations that do not require incising, contain colorants, bleed through, or otherwise adversely affect finishes. B. Kiln -dry lumber after treatment to a maximum moisture content of 19 percent. Do not use material that is warped or does not comply with requirements for untreated material. C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review. D. Application: Treat items indicated on Drawings, and the following: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 06105 Page 3 MISCELLANEOUS CARPENTRY 1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing. 2.3 LUMBER A. Lumber surfaced four (4) sides, kiln dried to 19% maximum moisture content. Material - free from warpage that cannot be corrected by nailing and bridging. B. Refer to Structural Notes on the Drawings for lumber grades and species. C. Provide lumber for support or attachment of other construction, including rooftop equipment bases, curbs, nailers, blocking, and similar members. D. Fabricate lumber from dimension lumber of sizes indicated and into shapes shown. E. Grade: For dimension lumber sizes, provide No. 3 or Standard grade lumber per ALSC's NGRs of any species. For board -size lumber, provide No. 3 Common grade per NELMA, NLGA, or WWPA; No. 2 grade per SPIB; or Standard grade per NLGA, WCLIB or WWPA of any species. 2.4 SHEET MATERIALS A. Softwood Plywood, General: Identify with APA grade trade marks of American Plywood Association and meet requirements of PS -1. Moisture content not to exceed 12 %. Use exterior plywood throughout. 1. Roof Sheathing: DOC PS 1, Exterior Grade, Structural I, plywood sheathing, 5/8- inch thick or as required to match adjacent construction. 2.5 FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements specified in this Article for material and manufacture. B. Where miscellaneous carpentry is exposed to weather, in ground contact, embedded in concrete, or is in area of high relative humidity, provide fasteners with a hot -dip zinc coating per ASTM A 153 or of Type 304 stainless steel. C. When miscellaneous carpentry has wood - preservative treatment, use fasteners with a hot -dip zinc coating that is compatible with the wood - preservative treatment or of Type 304 stainless steel. D. Nails, Wire, Brads, and Staples: FS FF -N -105. E. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and, where indicated, flat washers. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 06105 Page 4 MISCELLANEOUS CARPENTRY PART 3 EXECUTION 3.1 INSTALLATION, GENERAL A. Discard units of material with defects that impair quality of carpentry and that are too small to use with minimum number of joints or optimum joint arrangement. Set carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. C. Fit carpentry to other construction; scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking, grounds, and similar supports to allow attachment of other construction. D. Coordinate sheathing installation with installation of materials installed over sheathing so sheathing is not exposed to precipitation or left exposed at end of the workday when rain is forecast. E. Apply field treatment complying with AWPA M4 to cut surfaces of preservative- treated lumber and plywood. F. Securely attach carpentry work as indicated and according to applicable codes and recognized standards. G. Use fasteners of appropriate type and length. Pre -drill members when necessary to avoid splitting wood. H. Protect all wood members from weather until roofing is applied. 3.2 WOOD CURBS, SUPPORTS, NAILERS, BLOCKING, AND SLEEPERS A. Install where shown and where required to support sheathing, for screeding, or for attaching to other work. Cut and shape to required size. Coordinate locations with other work involved. B. Attach to substrates to support applied loading. Recess bolts and nuts flush with surfaces, unless otherwise indicated. C. Provide wood crickets at equipment platforms. D. Where indicated, modify existing wood roof curbs as necessary to raise height of curbs a minimum of 12 inches above finished membrane roof. Provide a structural sound and watertight roof curb construction. 3.3 INSTALLATION OF PLYWOOD SHEATHING A. Install plywood sheathing with face grain perpendicular to supports and continuous over at least one support. B. Fasten sheathing to wood supports, using type and length of fasteners and at spacing specified by Structural Engineer. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 06105 Page 5 MISCELLANEOUS CARPENTRY C. Center joints accurately over supports and nail into solid wood as indicated on Structural Drawings. D. Space panels 1/8 inch apart at edges and ends. E. Protect all plywood from moisture. END OF SECTION 06105 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 06105 Page 6 MISCELLANEOUS CARPENTRY (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07542 MECHANICALLY ATTACHED POLYVINYL- CHLORIDE (PVC) ROOFING PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Furnish and install mechanically- attached, single ply, PVC membrane roofing system. 1.3 PERFORMANCE REQUIREMENTS A. General Performance: Installed membrane roofing and base fleshings shall withstand required uplift pressures, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Membrane roofing and base flashings shall remain watertight. B. Material Compatibility: Provide roofing materials that are compatible with one another under conditions of service and application required, as demonstrated by membrane roofing manufacturer based on testing and field experience. 1.4 ACTION SUBMITTALS A. A list of materials the roofing contractor intends to use on the job. B. A signed statement that all the materials listed therein meet the reference standards of these specifications. C. A copy of the primary roofing manufacturer's publications applicable to the proposed system. Highlight individual system in publication. D. Person designated as Quality Controller for the roofing portion of the project. E. Submit shop drawings accepted by an authorized manufacturer's representative, indicating roof size, location and types of penetrations, perimeter and penetration details, roof insulation layout and makeup. F. Submit two copies of manufacturer's warranty. G. Submit manufacturer's installation specifications or instructions. H. Field quality - control reports. I. Maintenance Data: For roofing system to include in maintenance manuals. 1.5 QUALITY ASSURANCE MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07542 Page 2 MECHANICALLY ATTACHED POLYVINYL CHLORIDE (PVC) ROOFING A. Installer Qualifications: A qualified firm that is approved, authorized, or licensed by membrane roofing system manufacturer to install manufacturer's product and that is eligible to receive manufacturer's special warranty. B. Source Limitations: Obtain components including roof insulation, fasteners for membrane roofing system from same manufacturer as membrane roofing or approved by membrane roofing manufacturer. C. Exterior Fire -Test Exposure: ASTM E 108, Class B; for application and roof slopes indicated, as determined by testing identical membrane roofing materials by a qualified testing agency. Materials shall be identified with appropriate markings of applicable testing agency. D. Pre - installation Conference: Before starting roofing installation, conduct conference at Project site. 1. Meet with Owner, Architect, Owner's insurer if applicable, testing and inspecting agency representative, roofing Installer, roofing system manufacturer's representative, deck Installer, and installers whose work interfaces with or affects roofing, including installers of roof accessories and roof- mounted equipment. 2. Review methods and procedures related to roofing installation, including manufacturer's written instructions. 3. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 4. Review deck substrate requirements for conditions and finishes, including flatness and fastening. 5. Review structural loading limitations of roof deck during and after roofing. 6. Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect roofing system. 7. Review governing regulations and requirements for insurance and certificates if applicable. 8. Review temporary protection requirements for roofing system during and after installation. 9. Review roof observation and repair procedures after roofing installation. E. Inspection: Upon completion of the installation, a representative of the Roofing System Manufacturer shall inspect this work to verify the roofing membrane system has been installed according to Manufacturer's approved specifications and details, then provide a written Warranty on the work. F. Changes: Do all work in accordance with this specification. Make no deviations or changes without prior written approval of Roofing System Manufacturer to preserve eligibility for Warranty coverage. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, approval or listing agency markings, and directions for storing and mixing with other components. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07542 Page 3 MECHANICALLY ATTACHED POLYVINYL CHLORIDE (PVC) ROOFING B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer. Protect stored liquid material from direct sunlight. 1. Discard and legally dispose of liquid material that cannot be applied within its stated shelf life. C. Handle and store roofing materials and place equipment in a manner to avoid permanent deflection of deck. 1.7 PROJECT SITE CONDITIONS A. Proceed with installation of insulation and membrane roofing work only when weather conditions comply with manufacturer's recommendations, and will permit materials to be applied and cured in accordance with those recommendations. B. Do not exceed temperature limitations recommended by roofing manufacturer. C. Apply roofing only when correct temperature of adhesives can be maintained and when no moisture in any and all forms is present on the roof. 1.8 PROTECTION A. By the end of each day's construction, the entire roof membrane must be completed and flashing installed around completed roof section. B. Before stopping each day work, protect unfinished roofing with temporary sealant, as a full water cut -off. Allow NO WATER to enter roof system during construction. REMOVE all night seals before continuing the roof installation. 1.9 WARRANTY A. Provide warranty using manufacturer's standard form, without monetary limitation, in which manufacturer agrees to repair or replace components of membrane roofing system that fail in materials or workmanship within specified warranty period. Failure includes roof leaks. 1. Include roofing membrane, base flashings, roofing accessories, fasteners, insulation boards, barrier board, expansion joint covers, and other components of membrane roofing system. B. Warranty Period: Twenty (20) years from date of Substantial Completion. C. Prior to applicator leaving the jobsite, Manufacturer, Quality Controller and applicator shall provide complete roof inspection, noting all required corrective action, and re- inspection if deemed necessary. D. Roofing Manufacturer, Roofing Applicator and Quality Controller will inspect completed work. Make all corrective work by applicator prior to leaving job site. Quality Controller to submit list of corrective items to Architect. Architect will make another roofing inspection at substantial completion of project, which may result in another list of corrective items. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive MG2 # 93- 0440 -24 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07542 Page 4 MECHANICALLY ATTACHED POLYVINYL CHLORIDE (PVC) ROOFING E. Copies of the executed Roofing Warranty from the manufacturer shall be received by the Architect prior to final payment to the General Contractor. PART 2 PRODUCTS 2.1 PVC MEMBRANE ROOFING A. Acceptable Products: 1. EverGuard PVC, manufactured by GAF Materials Corporation. 2. JM PVC, manufactured by Johns Manville. 3. S327, manufactured by Sika Sarnafil Inc. B. PVC Sheet: ASTM D 4434 / D 4434M, Type III, fabric reinforced. 1. For the purpose of establishing a standard of quality for bidding, construction, and final product results, a 60 mil Mechanically- Attached Sarnafil S327 Membrane Roof System is specified. 2. Thickness: 60 mils, nominal. 3. Exposed Face Color: White. 2.2 VAPOR RETARDER A. Polyethylene Film: ASTM D 4397, 6 mils (0.15 mm) thick, minimum, with maximum permeance rating of 0.13 perm (7.5 ng /Pa x s x sq. m). 1. Tape: Pressure - sensitive tape of type recommended by vapor- retarder manufacturer for sealing joints and penetrations in vapor retarder. 2.3 ROOF INSULATION A. General: Preformed roof insulation boards manufactured or approved by PVC membrane roofing manufacturer, selected from manufacturer's standard sizes suitable for application, of thicknesses necessary to achieve a minimum thermal resistance value of R -21. 1. Polyisocyanurate Board Insulation: ASTM C 1289, Type II, Class 1, Grade 2, felt or glass -fiber mat facer on both major surfaces. a. Maximum Board Size: 48 inches (1.2 m) x 96 inches (2.4 m) b. Maximum Board Thickness: 2 inches (51 mm) per board. 2. Tapered Insulation: Provide factory- tapered insulation boards fabricated to slope indicated on Drawings, but no less than manufacturer's recommendations for positive drainage. 3. Provide preformed saddles, crickets, tapered edge strips, cant strips, and other insulation shapes where indicated for sloping to drain. Fabricate to slopes indicated, but no less than manufacturer's recommendations for positive drainage. B. Insulation Accessories: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07542 Page 5 MECHANICALLY ATTACHED POLYVINYL CHLORIDE (PVC) ROOFING 1. General: Furnish roof insulation accessories recommended by insulation manufacturer for intended use and compatibility with membrane roofing. 2. Fasteners: Corrosion- resistant, factory- coated steel fasteners and metal or plastic plates designed for fastening roof insulation to substrate, as recommended by membrane manufacturer. 2.4 COVER BOARDS A. Cover Board: ASTM C 1177/C 1177M, glass -mat, water- resistant gypsum board, 1/4 inch (6 mm) thick. 1. Acceptable Product: Georgia - Pacific Corporation; Dens Deck. B. Fasteners: Corrosion- resistant, factory- coated steel fasteners and metal or plastic plates designed for fastening cover board to roof deck, as recommended by membrane manufacturer. 2.5 AUXILIARY MEMBRANE ROOFING MATERIALS A. General: Auxiliary membrane roofing materials recommended by roofing system manufacturer for intended use, and compatible with membrane roofing. 1. Liquid -type auxiliary materials shall comply with VOC limits of authorities having jurisdiction. B. Sheet Flashing: Manufacturer's standard sheet flashing of same material, type, reinforcement, thickness, and color as PVC sheet membrane. C. Bonding Adhesive: Manufacturer's standard, water based. D. Metal Termination Bars: Manufacturer's standard, predrilled stainless -steel or aluminum bars, approximately 1 by 1/8 inch thick; with anchors. E. Metal Battens: Manufacturer's standard, aluminum- zinc - alloy- coated or zinc - coated steel sheet, approximately 1 inch wide by 0.05 inch thick, pre - punched. F. Decking Board at Back of Parapet Walls: ASTM C 1177/C 1177M, glass -mat, water - resistant gypsum board, 1/2 inch (12 mm) thick. 1. Acceptable Product: Georgia - Pacific Corporation; Dens Deck. G. Fasteners: Corrosion - resistant, factory- coated steel fasteners and metal or plastic plates, designed for fastening membrane to substrate, as recommended by membrane manufacturer. H. Pipe Boots: Manufacturer's standard prefabricated pipe boots for plumbing vent stacks and pipes from 1" to 6" diameter. I. Prefabricated Corners: Manufacturer's standard prefabricated corners at outside and inside corners. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive MG2 # 93- 0440 -24 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07542 Page 6 MECHANICALLY ATTACHED POLYVINYL CHLORIDE (PVC) ROOFING J. Wood Blocking /Nailers: Wood nailers shall be treated for fire and rot resistance (wolmanized or osmose treated) and be #2 construction grade or better lumber. Creosote or asphalt- treated wood is not acceptable. All wood shall have a maximum moisture content of 19% by weight on a dry- weight basis. K. Miscellaneous Accessories: Provide pourable sealers, preformed cone and vent sheet flashings, preformed inside and outside corner sheet flashings, T -joint covers, lap sealants, termination reglets, and other accessories, as necessary and as recommended by roofing manufacturer for a complete roofing system installation. 2.6 WALKWAYS A. Flexible Walkways: Factory- formed, nonporous, heavy -duty, slip- resisting, surface - textured walkway rolls, approximately 3/16 inch thick, and acceptable to membrane roofing system manufacturer. 2.7 EXPANSION JOINT COVERS A. Flanged Bellows Roof Expansion Joint: Manufactured, continuous, waterproof, joint - cover assembly, consisting of exposed membrane bellows, laminated to flexible, closed -cell support foam, and secured along each edge to a 3- to 4 -inch- (76- to 100 - mm-) wide metal flange for nailing to substrate. Provide each size and type indicated, factory- fabricated units for corner and joint intersections and horizontal and vertical transitions including those to other building expansion joints, splicing units, adhesives, and other components as recommended by roof - expansion -joint manufacturer for complete installation. Fabricate each assembly specifically for installation configuration indicated on Drawings or as necessary for a complete and weathertight installation. 1. Source Limitations: Obtain bellows -type roof expansion joints manufactured or approved by roofing manufacturer and that are part of roofing membrane warranty. 2. Joint Movement Capability: Plus and minus 25 percent of joint size. 3. Bellows: PVC or other flexible membrane, in white color, compatible with roof membrane , nominal 60 mils (1.5 mm) thick. 4. Flanges: Galvanized steel, 0.022 inch (0.56 mm) thick. 5. Secondary Seal: Continuous, waterproof membrane within joint and attached to substrate on sides of joint below the primary bellows assembly. a. Thermal Insulation: Fill space above secondary seal with manufacturer's standard, factory- installed glass -fiber insulation; with maximum flame - spread and smoke - developed indexes of 25 and 50, respectively, per ASTM E 84. 6. Fire Barrier (if required): Manufacturer's standard fire - resistive joint system with ratings determined per ASTM E 119 to resist spread of fire and to accommodate building thermal movements without impairing its ability to resist the passage of fire and hot gases. a. Fire - Resistance Rating: Match existing condition. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07542 Page 7 MECHANICALLY ATTACHED POLYVINYL CHLORIDE (PVC) ROOFING PART 3 EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with the following requirements and other conditions affecting performance of roofing system: 1. Verify deck suitability for roofing system specified, and remove noticeably damp, wet or deteriorated materials. 2. Verify that roof openings and penetrations are in place and curbs are set and braced and that roof drain bodies are securely clamped in place. 3. Verify that wood blocking, curbs, and nailers are securely anchored to roof deck at penetrations and terminations and that nailers match thicknesses of insulation. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing installation according to roofing system manufacturer's written instructions. Remove sharp projections. B. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction. Remove roof -drain plugs when no work is taking place or when rain is forecast. C. Substrate shall be smooth and free of debris, sharp edges, and other surface irregularities that will be detrimental to the installation. Eliminate all unevenness or joint gaps greater than 1/4 -inch. D. Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing system at the end of the workday or when rain is forecast. Remove and discard temporary seals before beginning work on adjoining roofing. 3.3 MATERIALS AND METHODS PRECAUTIONS A. Use a depth- sensing screw gun to prevent overdriving or under driving fasteners. B. Where required by conditions, block off or shut down positive pressure building ventilation systems to prevent roof membrane sheets from billowing during application. C. Worker Safety: The smooth surface and characteristics of the membrane may cause it to become slippery when wet. Provide worker's walkway surfaces where appropriate. D. Maintain positive roof drainage in all areas. Do not allow uncontrolled, uncollected drainage over the edge of a roof. E. Inspect all rooftop mechanical units to verify condensation lines are piped to drains, or off the roof. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive MG2 # 93- 0440 -24 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07542 Page 8 MECHANICALLY ATTACHED POLYVINYL CHLORIDE (PVC) ROOFING F. At the discretion of Roofing System Manufacturer, excessive patching as a result of damage to the roofing membrane, or caused by faulty installation, may require total recover in those areas. G. Verify location of all interior ducts, electrical lines, piping, conduit, and /or similar obstructions below roof deck. Perform all work in such a manner as to avoid contact with or damage of the above - mentioned items. Repairing damages is the responsibility of the Contractor. 3.4 DECKING BOARD AT BACK OF PARAPET WALLS A. Install decking board on back of parapet walls. Treat joints to comply with manufacturer's written instructions for type of application indicated. 3.5 PERIMETER WOOD BLOCKING A. Install wood nailers at roof edges, openings, projections, and where required for membrane attachment. B. Install an additional nailer at roofing ends to provide a continuous, straight surface for nail attachment of roofing membrane to structure. C. Provide curbs and other wood where needed to get straight, smooth, continuous surfaces for edge nailing of roofing membrane. 3.6 VAPOR - RETARDER INSTALLATION A. Polyethylene Film: Loosely lay polyethylene -film vapor retarder in a single Layer over plywood deck, side and end lapping each sheet a minimum of 2 inches (50 mm) and 6 inches (150 mm), respectively. 1. Continuously seal side and end laps with tape. B. Completely seal vapor retarder at terminations, obstructions, and penetrations to prevent air movement into membrane roofing system. 3.7 INSULATION INSTALLATION A. Coordinate installing membrane roofing system components so insulation is not exposed to precipitation or left exposed at the end of the workday. B. Comply with membrane roofing system and insulation manufacturer's written instructions for installing roof insulation. C. Install tapered insulation under area of roofing to conform to slopes indicated, but no less than manufacturer's recommendations for positive drainage. D. Install insulation under area of roofing to achieve required thickness. Where overall insulation thickness is 2.7 inches (68 mm) or greater, install two or more layers with joints of each succeeding layer staggered from joints of previous layer a minimum of 6 inches (150 mm) in each direction. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07542 Page 9 MECHANICALLY ATTACHED POLYVINYL CHLORIDE (PVC) ROOFING E. Trim surface of insulation where necessary at roof drains so completed surface is flush and does not restrict flow of water. F. Install insulation with long joints of insulation in a continuous straight line with end joints staggered between rows, abutting edges and ends between boards. Fill gaps exceeding 1/4 inch (6 mm) with insulation. 1. Cut and fit insulation within 1/4 inch (6 mm) of nailers, projections, and penetrations. G. Mechanically Fastened Insulation: Install each layer of insulation and secure to deck using mechanical fasteners specifically designed and sized for fastening specified board -type roof insulation to deck type. 1. Fasten insulation as recommended by membrane manufacturer. 3.8 COVER BOARD INSTALLATION A. Install cover board with long joints in continuous straight lines, perpendicular to roof slopes with end joints staggered between rows, over rigid board insulation. Tightly butt cover boards together. 1. Fasten cover board to plywood deck as recommended by membrane manufacturer. 3.9 EXPANSION JOINT COVER INSTALLATION A. General: Comply with manufacturer's written instructions for handling and installing roof expansion joints. 1. Anchor roof expansion joints securely in place, with provisions for required movement. Use fasteners, protective coatings, sealants, and miscellaneous items as required to complete roof expansion joints. 2. Install roof expansion joints true to line and elevation; with limited oil- canning and without warping, jogs in alignment, buckling, or tool marks. 3. Provide for linear thermal expansion of roof expansion joint materials. 4. Provide uniform profile of roof expansion joint throughout its length; do not stretch or squeeze membranes. 5. Provide uniform, neat seams. 6. Install roof expansion joints to fit substrates and to result in watertight performance. 7. Torch cutting of roof expansion joints is not permitted. B. Directional Changes and Other Expansion - Control Joint Systems: Coordinate installation of roof expansion joints with other expansion - control joint systems to result in watertight performance. C. Splices: Splice roof expansion joints with materials provided by roof - expansion -joint manufacturer for this purpose, to provide continuous, uninterrupted, and waterproof joints. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07542 Page 10 MECHANICALLY ATTACHED POLYVINYL CHLORIDE (PVC) ROOFING 1. Install waterproof splices and prefabricated end dams to prevent leakage of secondary-seal membrane. D. Fire Barrier (if required): Install fire barrier where indicated to provide continuous, uninterrupted fire resistance throughout length of roof expansion joint, including transitions and end joints. E. Metal Protection: Protect metals against galvanic action by separating dissimilar metals from contact with each other or with corrosive substrates by painting contact surfaces with bituminous coating or by other permanent separation as recommended by manufacturer. 3.10 MECHANICALLY ATTACHED MEMBRANE ROOFING INSTALLATION A. Mechanically fasten membrane roofing over area to receive roofing and install according to roofing system manufacturer's written instructions. 1. Install sheet according to ASTM D 5082. B. Start installation of membrane roofing in presence of roofing system manufacturer's technical personnel. C. Accurately align membrane roofing and maintain uniform side and end laps of minimum dimensions required by manufacturer. Stagger end laps. D. Mechanically fasten or adhere membrane roofing securely at terminations, penetrations, and perimeter of roofing. E. Apply membrane roofing with side laps shingled with slope of roof deck where possible. F. In -Seam Attachment: Secure one edge of PVC sheet using fastening plates or metal battens centered within membrane seam and mechanically fasten PVC sheet to roof deck. G. Seams: Clean seam areas, overlap membrane roofing, and hot -air weld side and end laps of membrane roofing and sheet flashings according to manufacturer's written instructions to ensure a watertight seam installation. 1. Test lap edges with probe to verify seam weld continuity. Apply lap sealant to seal cut edges of sheet membrane. 2. Verify field strength of seams a minimum of twice daily and repair seam sample areas. 3. Repair tears, voids, and lapped seams in roofing that does not comply with requirements. H. Hot -air welding: Use automatic hot -air welder and hand -held welder systems specifically manufactured for this work, which are functionally in top condition and are prescribed by the Membrane Manufacturer for this application. 1. Use automatic welder in the field seaming. 2. Limit hand -held welder to small areas and repairs only. MULVANNYG2 ARCHITECTURE .COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07542 Page 11 MECHANICALLY ATTACHED POLYVINYL CHLORIDE (PVC) ROOFING 3. After seam area has cooled, probe the entire lap edge with an approved seam probing tool after it has cooled completely to verify seam consistency. I. Spread sealant bed over deck drain flange at roof drains and securely seal membrane roofing in place with clamping ring. 3.11 BASE FLASHING INSTALLATION A. Install sheet flashings and preformed flashing accessories and adhere to substrates according to membrane roofing system manufacturer's written instructions. B. Apply bonding adhesive to substrate and underside of sheet flashing at required rate and allow to partially dry. Do not apply to seam area of flashing. C. Flash penetrations and field- formed inside and outside corners with cured or uncured sheet flashing. D. Flash membrane at perimeters, curbs, vents, expansion joints, drains, and locations, other locations in accordance with Manufacturer's details. Under no condition shall flashings cover weep holes or any form of through -wall drainage. 1. Pipe flashings shall be installed in accordance with manufacturer's standard details. Remove existing flashings and sleeves. Do not flash to lead. 2. Install expansion joints in accordance with manufacturer's standard details. 3. Roof drains: Cleaned or replaced as needed for clamping detail. All bolts must be properly secured to supply 100 percent continuous compression of the clamping ring. Remove old leads and packing. Field seams shall not be run through drains. E. Sheet Metal work: 1. Flashing and Sheet Metal work shall be installed in a manner that prevents damage from buckling or wind. 2. All metal work must be sealed and waterproofed in an acceptable manner. F. Clean seam areas, overlap, and firmly roll sheet flashings into the adhesive. Hot -air weld side and end laps to ensure a watertight seam installation. G. Terminate and seal top of sheet flashings and mechanically anchor to substrate through termination bars. H. Overnight seal /temporary water stop: Use a sealant method approved by manufacturer. Roofing contractor shall coordinate installation to ensure the system is secure and made watertight at the end of each work day. 3.12 PARAPET WALLS MEMBRANE INSTALLATION A. Install membrane over the entire back of parapet walls, starting at minimum 6 inches beyond the base of the parapet wall and extending the membrane up, over the top, and down the outside edge of parapet wall a minimum of two inches. MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07542 Page 12 MECHANICALLY ATTACHED POLYVINYL CHLORIDE (PVC) ROOFING B. Apply membrane sheet horizontally, in shingle fashion starting with bottom course first; fasten membrane securely to substrate following manufacturer's written recommendations. 1. Overlap membrane seams as recommended by manufacturer, ensuring a watertight installation. 2. Repair tears, voids, and lapped seams in membrane that does not meet requirements. 3.13 WALKWAY INSTALLATION A. Flexible Walkways: Install walkway products in locations indicated on Drawings. Heat weld to substrate or adhere walkway products to substrate with compatible adhesive according to roofing system manufacturer's written instructions. 3.14 FIELD QUALITY CONTROL A. Final Roof Inspection: Arrange for roofing system manufacturer's technical personnel to inspect roofing installation on completion. B. Repair or remove and replace components of membrane roofing system where inspections indicate that they do not comply with specified requirements. 3.15 PROTECTING AND CLEANING A. Protect membrane roofing system from damage and wear during remainder of construction period. When remaining construction will not affect or endanger roofing, inspect roofing for deterioration and damage, describing its nature and extent in a written report, with copies to Architect and Owner. B. Correct deficiencies in or remove membrane roofing system that does not comply with requirements; repair substrates; and repair or reinstall membrane roofing system to a condition free of damage and deterioration at time of Substantial Completion and according to warranty requirements. C. Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. END OF SECTION 07542 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07591 REROOFING PREPARATION PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Complete tear -off of existing built -up roof system, related -roof flashings, down to plywood sheathing. 2. Carefully remove and properly store existing roof equipment and other roof accessories for re- installation. 3. Remove and demolish existing roof curbs and equipment indicated to be replaced with new units, where indicated on Drawings. 4. Remove equipment and repair and /or modify existing wood roof curbs to accommodate installation of new membrane roof system, where indicated on Drawings. Re- install equipment. 5. Inspect, repair, and replace plywood sheathing as needed. 6. Prepare plywood sheathing for new roof system. 7. Provide new crickets at high side of rooftop equipments. 8. Remove existing top of wall coping and prepare substrate for installation of new coping. B. Base bid on the repair and /or replacement of 73,250 square feet of existing plywood roof sheathing. Provide Unit Price cost in the Bid Breakdown. 1.3 MATERIALS OWNERSHIP A. Except for items or materials indicated to be reused, reinstalled, or otherwise indicated to remain Owner's property, demolished materials shall become Contractor's property and shall be removed from Project site. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. B. Fastener pull -out test report. C. Photographs or Videotape: Show existing conditions of adjoining construction and site improvements, including exterior and interior finish surfaces, that might be misconstrued as having been damaged by reroofing operations. Submit before Work begins. 1.5 QUALITY ASSURANCE MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07591 Page 2 REROOFING PREPARATION A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning membrane roofing removal. Comply with hauling and disposal regulations of authorities having jurisdiction. B. Reroofing Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Meetings ". Review methods and procedures related to removal of existing roof system, preparation of roof deck, and installation of new roof system including, but not limited to, the following: 1. Meet with Owner; Architect; Owner's insurer if applicable; testing and inspecting agency representative; roofing system manufacturer's representative; roofing Installer including project manager, superintendent, and foreman; and installers whose work interfaces with or affects reroofing including installers of roof accessories and roof - mounted equipment. 2. Review methods and procedures related to reroofing preparation, including membrane roofing system manufacturer's written instructions. 3. Review temporary protection requirements for existing roofing system that is to remain, during and after installation. 4. Review roof drainage during each stage of reroofing and review roof drain plugging and plug removal procedures. 5. Review and finalize construction schedule, and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 6. Review existing deck removal procedures and Owner notifications. 7. Review procedures to determine condition and acceptance of existing deck for reuse. 8. Review structural loading limitations of deck during reroofing. 9. Review base flashings, special roofing details, drainage, penetrations, equipment curbs, and condition of other construction that will affect reroofing. 10. Review HVAC shutdown and sealing of air intakes. 11. Review shutdown of fire- suppression, - protection, and -alarm and - detection systems. 12. Review procedures for asbestos removal or unexpected discovery of asbestos - containing materials. 13. Review governing regulations and requirements for insurance and certificates if applicable. 14. Review existing conditions that may require notification of Architect before proceeding. 1.6 PROJECT CONDITIONS A. Owner will occupy the building during re- roofing work. Conduct re- roofing so Owner's operations will not be disrupted. Provide Owner with not Tess than 72 hours' notice of activities that may affect Owner's operations. 1. Coordinate work activities daily with Owner so Owner can place protective dust or water leakage covers over sensitive equipment or furnishings, shut down HVAC and fire -alarm or - detection equipment if needed, and evacuate occupants from below the work area if desired. 2. Before working over structurally impaired areas of deck, notify Owner to evacuate occupants from below the affected area. Verify that occupants below the work MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07591 Page 3 REROOFING PREPARATION area have been evacuated prior to proceeding with work over the impaired deck area. B. Protect building to be re- roofed, adjacent buildings, walkways, site improvements, exterior plantings, and landscaping from damage or soiling from re- roofing operations. C. Maintain building security and weather - tightness at all time during the re- roofing work. D. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. E. Owner assumes no responsibility for condition of areas to be re- roofed. 1. Conditions existing at time of inspection for bidding will be maintained by Owner as far as practical. F. Limit construction loads on roof to hand operated rooftop equipment wheel loads and to 30 psf for uniformly distributed loads. G. Weather Limitations: Proceed with reroofing preparation only when existing and forecasted weather conditions permit Work to proceed without water entering into existing roofing system or building. H. Hazardous Materials: It is not expected that hazardous materials such as asbestos - containing materials will be encountered in the Work. PART2 PRODUCTS 2.1 INFILL MATERIALS A. Where existing rooftop sheathing, equipment, or other roof - related items are removed, close the roof opening with suitable construction that matches existing materials to maintain building security and weather - tightness. PART 3 EXECUTION 3.1 PREPARATION A. Coordinate with Owner to shut down air intake equipment and other rooftop units in the vicinity of the Work. Cover air intake louvers before proceeding with re- roofing work that could affect indoor air quality or activate smoke detectors in the ductwork. B. Maintain roof drains in functioning condition to ensure proper roof drainage. Prevent debris from entering or blocking roof drains and conductors. Use roof -drain plugs specifically designed for this purpose. Remove roof -drain plugs at end of each workday, when no work is taking place, or when rain is forecast. 1. If roof drains will be temporarily blocked or unserviceable due to roofing system removal or partial installation of new membrane roofing system, provide alternative drainage method to remove water and eliminate ponding. Do not permit water to MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07591 Page 4 REROOFING PREPARATION enter into or under existing membrane roofing system components that are to remain. C. Verify that rooftop utilities and service piping have been shut off before commencing Work. 3.2 ROOF TEAR -OFF A. General: Notify Owner each day of extent of roof tear -off proposed and obtain authorization to proceed. B. Roof Tear -Off: Remove existing roofing membrane and other membrane roofing system components down to the plywood sheathing. 1. Remove membrane roofing - related fasteners from deck, without causing detriment to the existing roof sheathing. All remaining fasteners shall be made flush with finished surface of sheathing. C. Carefully remove and properly store existing HVAC, Refrigeration, Exhaust, Evaporative Coolers, and other roof equipment and accessories indicated to remain. 1. Remove existing roof curbs indicated to be replaced with new units. 2. Maintain and preserve existing roof curbs indicated to remain. 3. Re- install equipment and accessories after complete roof system have been installed. D. Provide a secured and weather -tight cover over the roof openings at the end of each work day. 3.3 EXISTING BASE FLASHINGS AND DRAINS A. Remove existing base flashings around parapets, curbs, walls, and penetrations. Clean substrates of contaminants such as adhesives, sheet materials, dirt, and debris. B. Do not damage metal counterflashings that are to remain. Replace metal counterflashings damaged during removal with counterflashings specified in Division 7 Section "Sheet Metal Flashing and Trim." C. Inspect existing drains to determine if the drains are functioning properly and in good conditions. If determined that the drains are not functioning properly and in poor conditions, remove existing and replace with new drains that are exact match of the existing drains. 3.4 DECK INSPECTION A. Testing Agency: Owner will engage an independent testing agency to inspect the existing deck before and after existing membrane roofing system tear -off. This will determine where additional deck and roof curb securement is required in addition to what is indicated on the Drawings. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07591 Page 5 REROOFING PREPARATION B. Payment for additional deck securement and fastening will be accomplished in accordance with Section 01250 "Contract Modifications" and Section 01270 "Unit Prices." 3.5 DECK SECUREMENT A. Secure the plywood sheathing to the underlying roof support structure as indicated on the drawings, and as directed by Testing Agency. B. Repair / replace plywood sheathing as specified in Division 6 Section "Miscellaneous Carpentry". 3.6 ROOF CURB SECUREMENT A. See Division 7, Section "Roof Curbs and Accessories" 3.7 DISPOSAL A. Collect and place demolished materials in containers. Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on -site. 1. Storage or sale of demolished items or materials on -site will not be permitted. B. Transport demolished materials off Owner's property and legally dispose of them. END OF SECTION 07591 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07591 Page 6 REROOFING PREPARATION (This Page Intentionally Left Blank) MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07620 SHEET METAL FLASHING AND TRIM PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes: 1. Exposed sheet metal flashing, coping, trim and fascia. 2. Flashing accessories. 3. Reglets. 1.3 ACTION SUBMITTALS A. Product Data: For each product indicated. B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other Work. C. Samples: For each exposed finish. PART 2 PRODUCTS 2.1 MATERIALS A. Sheet Metal Gauges: Unless otherwise indicated on the drawings, use the minimum gauges for the following conditions — 1. Fascia Metal 22 gauge 2. Counter - flashing 26 gauge 3. Flashings 26 gauge 4. Scuppers 24 gauge 5. Copings up to 12 inches (300 mm) wide 24 gauge 6. Copings over 12 inches (300 mm) wide 22 gauge 7. Cleats & Edge Strips 22 gauge 8. Cap Flashing 24 gauge B. Metals: 1. Base Metal: Galvanized steel sheet, ASTM A 526/A 526M, G 90, commercial steel, or ASTM A 527/A 527M, G 90, lock- forming quality, hot -dip galvanized steel sheet with 0.20 percent copper, mill phosphatized where indicated for painting; not less than 24 gauge (0.0276 inch) (0.7 mm) thick. 2. Finish: Two -coat fluoropolymer finish, AAMA 621, containing not less than 70 percent PVDF resin by weight in both color coat and clear topcoat. Color to be selected by Architect. MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07620 Page 2 SHEET METAL FLASHING AND TRIM C. Downspouts, Internal: Use Schedule 40 PVC piping, size as indicated on drawings. 2.2 REGLETS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Fry Reglet Corporation, 906 Curie Drive, Alpharetta, GA 30005, (800) 237 -9773, ph: (770) 521 -9660, fax: (800) 200 -4379, www.fryreglet.com. 2. W. P. Hickman Co., Inc., 9 Hickman Drive, P.O. Box 15005, Asheville, NC 28813, ph: (800) 438 -3897 or (828) 274 -4000, fax: (828) 274 -4031, www.wph.com. 3. Keystone Flashing Company, 5119 N. 2nd Street, Philadelphia, PA 19120, ph: (215) 329 -8500, fax: (215) 329 -7427, www.keystoneflashing.com. B. General: Units of type, material, and profile indicated, formed to provide secure interlocking of separate reglet and counterflashing pieces and compatible with flashing indicated. C. Surface - Mounted Type: With slotted holes for fastening to substrate, with neoprene or other suitable weatherproofing washers, and with channel for sealant at top edge. D. Concrete Type: With temporary closure tape to keep reglet free of concrete materials, special fasteners for attaching reglet to concrete forms, and guides to ensure alignment of reglet section ends. E. Flexible Flashing Retainer: Resilient plastic or rubber accessory to secure flexible flashing in reglet where clearance does not permit use of standard metal counter - flashing or where Drawings show reglet without metal counter - flashing. F. Counter - flashing Wind- Restraint Clips: For installation before counter - flashing to prevent wind uplift of counter - flashing lower edge. 1. Material: Galvanized steel, not less than 24 gauge (0.0276 inch) (0.7 mm) thick. 2.3 MISCELLANEOUS MATERIALS AND ACCESSORIES A. Solder: ASTM B 32, Grade Sn50, used with rosin flux. B. Fasteners: Same metal as sheet metal flashing or other noncorrosive metal as recommended by sheet metal manufacturer. Match finish of exposed heads with material being fastened. C. Mastic Sealant: Polyisobutylene; non - hardening, non - skinning, nondrying, non - migrating sealant. D. Epoxy Seam Sealer: Two -part, noncorrosive, aluminum seam - cementing compound, recommended by aluminum manufacturer for exterior and interior nonmoving joints, including riveted joints. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07620 Page 3 SHEET METAL FLASHING AND TRIM E. Adhesives: Type recommended by flashing sheet metal manufacturer for waterproof and weather- resistant seaming and adhesive application of flashing sheet metal. F. Polyethylene Underlayment: ASTM D 4397, minimum 6 -mil (0.15 mm) thick black polyethylene film, resistant to decay when tested according to ASTM E 154. G. Metal Accessories: Use sheet metal clips, straps, anchoring devices, and similar accessory units as required for installation of Work, matching or compatible with material being installed; noncorrosive, size and thickness required for performance. 2.4 FABRICATION, GENERAL A. Sheet Metal Fabrication Standard: Fabricate units to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, material, metal thickness, and other characteristics of item indicated. B. Fabricate units that fit substrates and result in waterproof and weather - resistant performance once installed. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. C. Form exposed sheet metal without excessive oil canning, buckling, and tool marks and that is true to line and levels indicated, with exposed edges folded back to form hems. D. Seams: Fabricate nonmoving seams in sheet metal with flat -lock seams. Tin edges to be seamed, form seams, and solder. E. Expansion Provisions: Space movement joints at maximum of 10 feet (3 m) with no joints allowed within 24 inches (600 mm) of corner or intersection. Where lapped or bayonet -type expansion provisions in Work cannot be used or would not be sufficiently weatherproof and waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch (25 mm) deep, filled with mastic sealant (concealed within joints). F. Sealed Joints: Form non - expansion, but movable, joints in metal to accommodate elastomeric sealant to comply with SMACNA standards. G. Separate metal from non - compatible metal or corrosive substrates by coating concealed surfaces at locations of contact with asphalt mastic or other permanent separation as recommended by manufacturer. H. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of sheet metal exposed to public view. I. Fabricate cleats and attachment devices from same material as sheet metal component being anchored or from compatible, noncorrosive metal recommended by sheet metal manufacturer. 1. Size Cleats and clips as recommended by SMACNA manual or sheet metal manufacturer for application but not less than thickness of metal being secured. J. Counter - flashing Wind- Restraint Clips: For installation before counter - flashing to prevent wind uplift of counter - flashing lower edge. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07620 Page 4 SHEET METAL FLASHING AND TRIM PART 3 EXECUTION 3.1 INSTALLATION A. General: 1. Unless otherwise indicated, install sheet metal flashing and trim to comply with performance requirements, manufacturer's installation instructions, and SMACNA's "Architectural Sheet Metal Manual." 2. Anchor units of Work securely in place, providing for thermal expansion of metal units; conceal fasteners where possible, and set units true to line and level as indicated. Install Work with laps, joints, and seams that will be permanently watertight and weatherproof. B. Install exposed units that are without excessive oil canning, buckling, and tool marks and that are true to line and levels indicated, with exposed edges folded back to form hems. C. Install units to fit substrates and to result in waterproof and weather- resistant performance. D. Expansion Provisions: Accommodate thermal expansion of exposed sheet metal. Space movement joints at maximum of 10 feet (3 m) with no joints allowed within 24 inches (600 mm) of corner or intersection. Where lapped or bayonet -type expansion provisions cannot be used or would not be sufficiently weatherproof and waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch (25 mm) deep, filled with mastic sealant (concealed within joints). E. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pretin edges of sheets to be soldered to a width of 1 -1/2 inches (38 mm), except where pretinned surface would show in finished Work. 1. Do not use torches for soldering. Heat surfaces to receive solder and flow solder into joint. Fill joint completely. Completely remove flux and spatter from exposed surfaces. F. Sealed Joints: Form non - expansion, but movable, joints in metal to accommodate elastomeric sealant to comply with SMACNA standards. Fill joint with sealant and form metal to completely conceal sealant. 1. Use joint adhesive for nonmoving joints specified not to be soldered. G. Seams: Install flat -lock seams at nonmoving seams. Tin edges to be seamed, form seams, and solder. H. Separations: Separate metal from non - compatible metal or corrosive substrates by coating concealed surfaces, at locations of contact, with asphalt mastic or other permanent separation as recommended by manufacturer. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07620 Page 5 SHEET METAL FLASHING AND TRIM I. Install reglets to receive counter - flashing according to the following requirements: 1. Where reglets are shown, select appropriate reglet configuration to assure a weather -tight installation. J. Counter - flashings: Coordinate installation of counter - flashings with installation of assemblies to be protected by counter - flashing. Install counter - flashings in reglets or receivers. Secure in a waterproof manner by means of snap -in installation and sealant, lead wedges and sealant, interlocking folded seam, or blind rivets and sealant. Lap counter - flashing joints a minimum of 2 inches (50 mm) and bed with sealant. K. Roof - Drainage System: Install drainage items fabricated from sheet metal, with straps, adhesives, and anchors recommended by SMACNA's Manual or the item manufacturer, to drain roof in the most efficient manner. Coordinate roof -drain flashing installation with roof - drainage system installation. Coordinate flashing and sheet metal items for steep - sloped roofs with roofing installation. L. Equipment Support Flashing: Coordinate equipment support flashing installation with roofing and equipment installation. Weld or seal flashing to equipment support member. M. Roof - Penetration Flashing: Coordinate roof - penetration flashing installation with roofing and installation of items penetrating roof. Install flashing as follows: 1. Turn lead flashing down inside vent piping, being careful not to block vent piping with flashing. 2. Seal and clamp flashing to pipes penetrating roof, other than lead flashing on vent piping. N. Immediately after installation, clean exposed metal surfaces, removing substances that might cause corrosion of metal or deterioration of finishes. END OF SECTION 07620 MULVANNYG2ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive MG2 # 93- 0440 -24 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07620 Page 6 SHEET METAL FLASHING AND TRIM (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07710 ROOF CURBS AND ACCESSORIES PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes new prefabricated roof curbs for roof - mounted equipment as indicated on Drawings. B. Related Section: 1. See Division 6 Section "Miscellaneous Carpentry" for modifications to the existing site -built wood roof curbs. 1.3 ACTION SUBMITTALS A. Maintenance Data: For roof curbs to include in maintenance manuals.. 1.4 ACTION SUBMITTALS A. Product Data: Submit 5 copies of manufacturer's literature and complete shop drawings of fabrication and installation of items of this section to Architect prior to installation. 1.5 WARRANTY A. Provide manufacturer's 20 -year warranty against leakage and defects in materials and workmanship. PART2 PRODUCTS 2.1 ROOF CURBS AND EQUIPMENT SUPPORTS A. Manufacturer: Roof Products, Inc., 7616 Lee Highway, Chattanooga, TN 37421, ph: (800) 262 -6669 or (423) 892 -8620, fax: (423) 892 -2107, contact: Robert Banicki, email: bobbanicki @comcast.net, www.rpicurbs.com. B. General: Provide roof curbs capable of supporting superimposed live and dead loads, including equipment loads and other construction to be supported on roof curbs. Coordinate dimensions with rough -in information or Shop Drawings of equipment to be supported. C. Fabrication: Fabricate roof curbs and equipment curbs from minimum 18 gauge galvanized steel sheet on the outer shell, with fully mitered corners and seams joined by continuous airtight welds. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07710 Page 2 ROOF CURBS AND ACCESSORIES 1. For additional strength and at curbs supporting HVAC units or units exceeding 3000 pounds (1361 kg) dead load, fabricate curbs from minimum 14 gauge (.0747 inch) thick galvanized steel sheet. D. Curbs shall have built -in diverters, crickets, pressure- treated wood nailer, 1 -1/2 inches (38 mm) thick, 3# density rigid board insulation with a 22 gauge galvaneal steel liner with primer white finish on interior side, and appropriate sub- framing system. E. Use curbs with height to extend 12- inches (300 mm) above the top of finished Roofing surface. Consider and compensate for presence and thickness of roof insulation when ordering. F. HVAC, Exhaust Fan, and Roof Hatch Curb: 1. Model No. RPC -3, with gasketing as indicated on drawings. 2. 2 x 2 pressure treated nailer under lip of curb. 3. 18 gauge (min) galvanized steel at outer shell. Use 14 gauge at curbs requiring additional strength and when supporting units exceeding 3000 pounds (1.36 metric tons) dead load. 4. Fully insulated with minimum 12 inches (300 mm) curb height, from top of roof membrane. 5. Curb shall be constructed to match slope of roof and provide a level top surface. 6. Coordinate curbs sizes and details with roof mounted equipment supplier. G. Refrigeration Condenser Curb: 1. Model No. RPES -3 2. 2 x 6 pressure treated nailer. 3. Curb gauge as required by manufacturer's engineer for unit weight indicated on drawing. 4. Coordinate size and details with Refrigeration Contractors. H. Refrigeration Piping Penetration: 1. Model No. RPPB -3 2. Size as required by refrigerator contractor. 3. Fully insulated with minimum 16 inches (400 mm) curb height (to nailer plate). 2.2 CURB ADAPTERS AND EXTENSIONS A. Provide extension units for existing roof curbs indicated to get new skylight assemblies, HVAC Units, or Refrigeration Condenser Units. Fabricate adapters to be secured into tops of existing curbs, lift curb tops to be at least 12 inches (300 mm) above roofing membrane, and provide secure attachment of new skylights and rooftop units. 1. 2 x 6 pressure treated nailer. 2. Fully insulated. 3. Curb gauge as required by manufacturer's engineer for unit weight indicated on drawing. 4. Coordinate size and details with Mechanical Contractors. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive MG2 # 93- 0440 -24 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07710 Page 3 ROOF CURBS AND ACCESSORIES 2.3 LADDER SAFETY POST A. Provide a "LadderUp" safety post attachment to the existing ladder at the existing roof hatch. Finish post with black painted, hot -dip galvanized steel finish. 1. Manufacturer: The Bilco, P.O. Box 1203, New Haven, CT 06505 -1203, ph: (800) 366 -6530 or (203) 934 -6363, fax: (203) 933 -8478, www.bilco.com. PART 3 EXECUTION 3.1 INSTALLATION OF CURBS AND ACCESSORIES A. Install curbs per shop drawings and manufacturers recommendations. B. Verify all locations with HVAC drawings and actual locations of roof joists. C. Install gaskets on the same day the roof - mounted units are set on curbs. D. Install ladder safety post in accordance to manufacturer's installation instructions. END OF SECTION 07710 MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07710 Page 4 ROOF CURBS AND ACCESSORIES (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07920 JOINT SEALANTS PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes exterior joint sealants. 1.3 PERFORMANCE REQUIREMENTS A. Provide elastomeric joint sealants that establish and maintain watertight and airtight continuous joint seals without staining or deteriorating joint substrates. 1.4 ACTION SUBMITTALS A. Samples: For each type and color of joint sealant required, provide Samples with joint sealants in 1/2 -inch (12 mm) wide joints formed between two 6 -inch (150 mm) long strips of material matching the appearance of exposed surfaces adjacent to joint sealants. 1.5 CONFORMANCE SUBMITTALS A. Conformance Submittals will be allowed for products described in this section, and will not require Architect's approval before incorporating the material into the work. 1. Where products in this section are incorporated into the work are exactly as specified, use the "Product Conformance Certification" Form included in Division 1 Section "Submittal Procedures." 2. Substitute Products: Where products are proposed for use, but are not as specified, approval of a substitute product is required. Use "Substitution Request Form" included in Bidding Requirements, Document 00100 "Instructions to Bidders" and send to Architect for review and approval. B. Product Data: For each joint - sealant product indicated. C. Preconstruction field test reports. D. Compatibility and adhesion test reports. . E. Product certificates. 1.6 QUALITY ASSURANCE A. Preconstruction Compatibility and Adhesion Testing: Submit samples of materials that will contact or affect joint sealants to joint - sealant manufacturers for testing according to ASTM C 1087 to determine whether priming and other specific joint preparation MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive MG2 # 93- 0440 -24 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07920 Page 2 JOINT SEALANTS techniques are required to obtain rapid, optimum adhesion of joint sealants to joint substrates. B. Preconstruction Field- Adhesion Testing: Before installing elastomeric sealants, field test their adhesion to Project joint substrates according to the method in ASTM C 1193 that is appropriate for the types of Project joints. 1.7 WARRANTY A. Special Installer's Warranty: Installer's standard form in which Installer agrees to repair or replace elastomeric joint sealants that do not comply with performance and other requirements specified in this Section within two (2) years from date of Substantial Completion. PART2 PRODUCTS 2.1 MATERIALS, GENERAL A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer, based on testing and field experience. B. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range. C. Joint Substrates: Provide sealants suitable for Uses M (mortar), G (glass), A (aluminum), and 0 (other), selected to be appropriate for actual conditions. 2.2 ELASTOMERIC JOINT SEALANTS A. Elastomeric Sealants: Comply with ASTM C 920 and other requirements indicated for each liquid - applied chemically curing sealant specified, including those referencing ASTM C 920 classifications for type, grade, class, and uses related to exposure and joint substrates. 2.3 JOINT - SEALANT BACKING A. General: Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. B. Cylindrical Sealant Backings: ASTM C 1330, Type C closed -cell material with a surface skin, of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance. 2.4 MISCELLANEOUS MATERIALS MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07920 Page 3 JOINT SEALANTS A. Primer: Material recommended by joint - sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint - sealant- substrate tests and field tests. B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants to joint substrates. C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. PART 3 EXECUTION 3.1 PREPARATION A. Completely remove all existing joint sealants and backer rods on back of concrete parapet walls. Remove all dirt, grease, oil, and loose materials. Scrape off dried -up sealants, paints and other materials in the joints. Provide a clean, dry, smooth surface for installation of new joint sealants and backer rods. B. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant. C. Joint Priming: Prime joint substrates, based on preconstruction joint - sealant- substrate tests or prior experience. Apply primer to comply with joint - sealant manufacturer's written instructions. Confine primers to areas of joint - sealant bond; do not allow spillage or migration onto adjoining surfaces. 3.2 INSTALLATION A. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. B. Install sealant backings of type indicated to support sealants during application and at position required to produce cross - sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist, puncture, or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials. C. Install sealants using proven techniques that comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration. 3. Produce uniform, cross - sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 07920 Page 4 JOINT SEALANTS D. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified below to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. 1. Remove excess sealant from surfaces adjacent to joints. 2. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces. 3. Provide concave joint configuration per Figure 5A in ASTM C 1193, unless otherwise indicated. E. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur. 3.3 SEALANTS AT EXTERIOR JOINTS A. Exterior Sheet Metal Joint Sealant: Use Butyl- Rubber -Based Solvent- Release. Comply with ASTM C 1085. 1. Available Products: a. Pecora Corporation; BC -158. b. Sonneborn, Division of ChemRex Inc.; Sonneborn Multi- Purpose Sealant. c. Tremco; Tremco Butyl Sealant. 2. Movement Capability: Plus and minus 12 -1/2 percent. 3. Service Temperature Range: -13 to 180 degrees F. 4. Shore A Hardness Range: 10 to 30. B. Other Exterior Joints In Surface Conditions Not Listed Above: Furnish and install appropriate sealants at exterior joints in horizontal and vertical surfaces, where shown on the drawings, and where otherwise necessary to make the construction weather - tight, sound resistant, and preventing the passage of air, gasses, or moisture through the construction. END OF SECTION 07920 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 09900 PAINTING PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. The Work includes surface preparation and field painting of exposed exterior items and surfaces. B. Surface preparation, priming, and finish coats specified in this Section are in addition to shop priming and surface treatment specified in other Sections. C. Paint exposed surfaces, except where these Specifications indicate that the surface or material is not to be painted or is to remain natural. If an item or a surface is not specifically mentioned, paint the item or surface the same as similar adjacent materials or surfaces. If a color of finish is not indicated, Architect will select from standard colors and finishes available. D. Painting includes field painting of exposed bare and covered pipes and ducts (including color coding), hangers, exposed steel and iron supports, and surfaces of mechanical and electrical equipment that do not have a factory- applied final finish. E. Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating parts, and labels. 1.3 QUALITY ASSURANCE A. Definitions: The term "paint," as used herein, includes enamels, paints, stains, sealers, fillers, emulsions, and other coatings whether used as prime, intermediate or finish coats. B. Qualifications of Painters: Use only qualified expert professional painters or finishers for the mixing and application of paint. In the rejection of installed painting, no allowance will be made for lack of skill on the part of painters. 1. Upon request, furnish in writing the painting subcontractor's qualifications attesting to past satisfactory experience in painting work of not less than the scope of this project. 2. The painting subcontractor shall maintain a crew of painters throughout duration of the Work, who shall be qualified to fully satisfy the requirements of this Specification. 3. No work in this Section shall be sublet without the written consent of the Owner and Architect. C. Responsibility MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 09900 Page 2 PAINTING 1. For all work in this section, painter is responsible for expected results from materials and methods specified. 2. Painter is responsible for the surfaces to which paint is applied, and after application of same. Excuse of improper surfaces will not be accepted. 3. In all work covered by the painter, and especially in the case of plaster painting, go over the work after completion and repair all damaged spots, whether due to defective materials or workmanship or defects of the surfaces covered. Apply necessary additional coats of paint to cover all spots, uneven coverage, and discoloration of every sort, at no cost to the Owner. 4. Painter is responsible for compatibility of all coats of paint and finish. 1.4 ACTION SUBMITTALS A. Samples: 1. Submit samples in ample time to permit proper consideration, and in all cases, before the material to be painted or stained and varnished is ready for finishing. 2. Submit three brush out paint samples, approximately 8 x 12 inches (200 x 300 mm) for each opaque finish to demonstrate color, texture and gloss for each type of paint scheduled and selected for use in the project. Submit samples on illustration board, with each coat lapped and exposed, shingle fashion, for identification. Submit color samples made up from numbers indicated on the Drawings and or the Specifications to the Architect for approval. 3. One of each of the approved samples will be returned to the Contractor for jobsite comparison purposes. 4. The Architect cannot and will not review or return submittals for paint or for any other material requiring color selection until ALL items requiring color selection are submitted by the Contractor and are available to the Architect for review. 5. Do not start work before receiving Architect's approval of materials and selection of colors. 1.5 ACTION SUBMITTALS A. Product Data: 1. Submit a complete list of all proposed materials with manufacturer's product data for each type of material proposed for use. 2. Accompanying the materials list, submit current recommended methods of application published by the manufacturer for the proposed materials and substrates. 3. Provide written certification that all products comply with current EPA VOC criteria and air pollution regulations. 1.6 DELIVERY, STORAGE AND HANDLING A. Delivery: Deliver all paint materials to the job site in their original unopened containers, with all labels and tags intact and legible at the time of use. B. Storage and Handling: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 09900 Page 3 PAINTING 1. Store only the approved materials at the job site, and store only in a suitable and designated area restricted to the storage of paint materials and related equipment. Protect from freezing and intrusion of foreign matter. 2. Use all means necessary to ensure the safe storage and use of paint materials and the prompt and safe disposal of waste. 3. Protect paint materials before, during, and after application. Protect the installed work and materials of all other trades. 4. Remedy any damage to the storage area caused by the storage of paint. C. Fire Hazard and Safety: 1. Every day upon stopping work, remove oily rags, empty containers and other rubbish produced by the painting and finishing work, from the building. 2. Ventilate storage areas; comply with all regulations of the governing authorities. D. Combustible and /or Toxic Materials: 1. Where toxic and /or combustible materials are used, take appropriate precautions, as a regular procedure, to conform to the manufacturer's recommendations and to the requirements of the applicable safety regulatory agencies. 2. Provide ventilation and take protective measures to conform to the requirements of the safety regulatory agencies when applying acid etch coating or solutions and toxic materials. 1.7 SPECIAL WARRANTIES A. During the bidding phase, contact the paint manufacturer's representative to verify Special Warranty procedures, and to schedule inspections before paint work starts, and after painting is completed. B. Furnish special warranties in which manufacturer agrees to repair or replace exterior paint where products fail in material or application workmanship within the periods specified below - 1. Furnish a 7 -year warranty in which manufacturer agrees to repair or replace paint at Graphic Building Stripe and Logo, painted signage, and exterior metals if paint is determined to be defective. a. Defective shall mean peeling, cracking, chipping, flaking, chalking, and fading in excess of 5 "delta -E Units" when measured according to ASTM D 2244 "Calculation of Color Differences From Instrumentally Measured Color Coordinates" using CIEDE2000 color difference equation. C. The warranties shall not apply to those items where defect arise from faulty work by other trades, or for failure of the substrate. D. The warranty periods shall extend from the date of Final Completion of the project, and include replacement materials and installation labor. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive MG2 # 93- 0440 -24 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 09900 Page 4 PAINTING PART 2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturers: Subject to compliance with requirements, provide products by one of the following: THE SHERWIN - WILLIAMS COMPANY 101 Prospect Avenue Cleveland, Ohio 44115 www.sherwin- williams.com Contact: Ed Stein Office Ph: (509) 465 -8426 Cell Ph: (509) 994 -6394 Email: ed.stein @sherwin.com GLIDDEN PROFESSIONAL 15885 West Sprague Road Strongsville, Ohio 44136 www.gliddenprofessional.com Contact: Gordon Wolfe Ph: (714) 981 -9646 Email: gordon.wolfe@gliddenprofessional.com PPG ARCHITECTURAL FINISHES One PPG Place Pittsburgh, PA 15272 www.ppg.com Contact: Kevin Lastacy Ph: (616) 335 -3259 Fax: (866)- 947 -2198 Cell Ph: (616) 402 -2167 Email: klastacy @ppg.com 2.2 MATERIALS, GENERAL A. Material Quality: Provide manufacturer's best - quality paint material of the various coating types specified that are factory formulated and recommended by manufacturer for application indicated. Paint - material containers not displaying manufacturer's product identification will not be acceptable. B. Material Compatibility: 1. All paint materials and equipment shall be compatible in use, with finish coats compatible with prime coats; prime coats compatible with surface to be coated; and all tools and equipment compatible with the coating to be applied. 2. Provide primers and finish -coat materials that are compatible with one another and with the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. 3. Thinners, when used, shall be only those thinners recommended for that purpose by the manufacturer of the material to be thinned. Do thinning according to manufacturer's printed instructions. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 09900 Page 5 PAINTING C. Color: Color of all paints and products shall be per approved samples, as prepared by matching color as selected by Architect. D. Paint Material Schedules: 1. Basis -of- Design Product Specification: The lists of paint materials below are to establish the quality, finish, and paint types. Comparable products manufactured by Glidden Professional are acceptable, if approved by Architect. 2.3 EXTERIOR PAINT MATERIALS A. Un- galvanized and Galvanized Steel Metals — Gloss: Includes paint on primed, exposed, and unfinished steel surfaces. 1. Sherwin- Williams: a. First Coat: Pro Cryl Universal Water Based Primer B66 -310 (2.0 -4.0 mils dry). This field- applied primer coat is required, whether or not steel has been shop primed. b. Second and Third Coats: Sher -Cryl HPA High Performance Acrylic B66 Series (2.5 -4.0 mils dry). 2. PPG: a. First Coat: 90 -712 Pitt Tech Plus DTM Acrylic Primer (2.0 -4.0 mils dry). b. Second and Third Coats: 90 -1310 Series Pitt -Tech Plus Gloss Acrylic Enamel (2.5 - 4.0 mils dry). B. Copper: HVAC and Refrigeration unit condensate drain piping and tubing above the roof line. 1. Sherwin- Williams: Semi - Gloss. a. First Coat: - DTM Wash Primer B71Y1. b. Second Coat: Sher -CryI HPA High Performance Acrylic B66 Series (2.5 -4.0 mils dry). 2. PPG: Semi - Gloss. a. First Coat: 90 -912 Pitt Tech Plus DTM Acrylic Primer (2.0 -4.0 mils dry). b. Second and Third Coats: 90 -1210 Series Pitt -Tech Plus Semi -Gloss Acrylic Enamel (2.5 - 4.0 mils dry). 2.4 PAINT STRIPPER A. Where surface preparation methods described herein do not prepare existing coatings to receive new paint, remove the existing coatings with the following product. Select the most efficient material that does not negatively affect air quality and is the least harmful to the environment. 1. Savogran Strypeeze by Sherwin- Williams. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive MG2 # 93- 0440 -24 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 09900 Page 6 PAINTING 2. Diedrich 505, Diedrich. 3. Duraprep by PPG Industries. PART 3 EXECUTION 3.1 SURFACE CONDITIONS A. Inspection: 1. Prior to application of paint, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. Painter shall determine that substrates are in perfect condition to receive paint 2. Verify that all paint finishes can be applied in strict accordance with all pertinent codes and regulations and the requirements of this Specification. B. Discrepancies: 1. In the event of discrepancies, either the surfaces are not clean, dry, smooth and at proper temperature or surfaces and installation conditions are not within acceptable ranges, immediately notify the Contractor and the Architect. Cease operation of the portion of the work affected. 2. Do not proceed with installation in areas of discrepancies until all such discrepancies have been fully resolved in writing. 3. The application of paint indicates acceptance of the surface and working conditions. C. Protection: 1. Prior to all surface preparation and painting operations, completely mask, remove, or otherwise adequately protect all hardware, accessories, machined surfaces, plates, lighting fixtures, and similar items in contact with painted surfaces but not scheduled to receive paint. Replace same upon completion. Remove doors, if necessary, to paint bottom and top edge 2. Protect all work from damage. 3.2 PREPARATION OF SURFACES A. General: Prepare surfaces prior to paint application in compliance with manufacturer's written recommendations. 1. Schedule all cleaning and painting so that dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. Do not apply paint in areas where dust is being generated or where dust may be generated during the drying time. 2. Remove plates, machined surfaces, and similar items already in place that are not to be coated. If removal is impractical or impossible because of size or weight of item, provide surface - applied protection before surface preparation and coating. a. After completing coating operations, reinstall items that were removed; use workers skilled in the trades involved. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 09900 Page 7 PAINTING 3. Before applying paint or other surface treatment, thoroughly clean all surfaces involved. Select proper surface preparations as recommended by the paint manufacturer and specified herein to ensure coating adhesion to the substrate. Take into account the substrate and environment. B. Preparation of Galvanized Metal Surfaces: 1. Clean surfaces using manufacturer's recommended cleaning methods for galvanized steel surfaces to remove oil, oil residue, grease, dirt, loose mill scale, and other foreign substances and to produce clean, lightly etched surfaces that promote adhesion of subsequently applied paints. 2. Solvent clean per SSPC -SP1, using the following product: a. Product: Sherwin Williams CSG Clean & Etch 180 -2958, or comparable products by PPG. 3. Mechanically remove all rust and loose materials. 4. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. 5. Spot prime and touch up bare areas, seams, joints, connections, and shop - applied prime coats that have been damaged. Wire brush, solvent clean, and touch up with primer specified. 6. Prime /re -prime all galvanized steel surfaces prior to applying finish coats. C. Preparation of Steel and Other Metals: 1. Clean substrates of substances that could impair bond of coatings. Remove oil and grease before cleaning. 2. Provide barrier coats over incompatible primers or remove primers and reprime substrate. Provide a bonding coat over pre- finished metal panels to promote adhesion of finish coats. 3. Clean ungalvanized ferrous -metal surfaces that have or have not been shop coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent and /or mechanical cleaning methods that comply with SSPC recommendations. a. Blast -clean steel surfaces as recommended by coating manufacturer and according to SSPC -SP6 /NACE No. 3. 4. Zinc, lead and copper requiring paint are to be cleaned with commercial pre - treating solution or solution consisting of 4 ounces (0.11 kg) of copper sulphate in one gallon of water. Permit solution to dry on surface not less than 12 hours, and dust off with stiff brush. Follow manufacturer's directions for pre- treating solution. 5. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. 6. Spot prime and touch up bare areas, seams, joints, connections, and shop - applied prime coats that have been damaged. Wire brush, solvent clean, and touch up with primer specified. 7. Prime /re -prime all steel surfaces prior to applying finish coats. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 09900 Page 8 PAINTING 8. Paint refrigeration condenser platform, exposed piping and all exposed metal at roof top level. D. Previously Primed /Coated Surfaces: 1. Remove all surface contaminations such as oil, grease, foreign matter, mold, mildew and other contaminants to assure sound bonding. Solvent clean per SSPC -SP1, then prime as specified. 2. To prepare tightly adhered old painted surfaces for repainting, remove all surface contamination such as oil, grease, loose paint, mill scale dirt, foreign matter, rust, mold, mildew, mortar, efflorescence, and sealers to assure sound bonding. 3. Mechanically remove all rust and loose materials. Spot prime those same areas as well as all other damaged surfaces and exposed fasteners, using primer product specified. Re -prime the entire steel structure prior to applying finish coats. 4. Check for compatibility by applying a test patch of the recommended coating system, covering at least 2 to 3 square feet. AIIow to dry one week before testing adhesion per ASTM D 3359. If the coating system is incompatible, use surface preparation methods outlined in ASTM D 4259. 3.3 PAINT APPLICATION A. General: 1. Read and follow label directions and manufacturer's recommendations for product application. 2. When color, dirt or undercoats show through final coat of paint, work is to be covered by additional coats until paint is of uniform color and appearance and coverage is complete. Coat under final coat to be noticeably lighter than final coat. 3. Apply paint using methods to achieve a uniform painted appearance, smooth and free from "holidays ", runs, sags, skips and defective brushing. Make edges of paint adjoining other materials or colors sharp and clean without overlapping. Should workmanship of finish be found defective, repeat preparatory work and apply additional coats as necessary to provide a finish in accordance with Specifications and color samples: 4. No copper surfaces or unpainted pipe or steel shall be left in contact with or exposed to weather above the galvalume roof panels, which would cause galvanic action between the two materials. 5. Separate metal from non - compatible metal or corrosive substrates by coating concealed surfaces at locations of contact with asphalt mastic or other permanent separation as recommended by manufacturer. 6. At completion, touch -up and restore finish where damaged or defaced, and leave in first class condition. Remove paint stains completely from finished work. B. Environmental Conditions: 1. Exterior painting to be performed when surface to receive coating temperature is between 50 to 120 deg F (10 to 48 deg C), no hotter or colder. Do no painting when the relative humidity exceeds 85 percent. 2. AIIow ample time for drying, for all coatings and conditions, to secure the best possible results. Paint shall dry hard between coats; allow 2 to 7 days. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 09900 Page 9 PAINTING 3.4 COVERAGE A. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner END OF SECTION 09900 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 09900 Page 10 PAINTING (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive MG2 # 93- 0440 -24 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15010 MECHANICAL WORK, GENERAL PART1 GENERAL 1.1 DESCRIPTION A. Outline of Work: Includes plumbing, piping, air conditioning, ventilation, controls and insulation of mechanical work, as specified in this Division and shown on the drawings. All systems shall be fully adjusted and ready to use. B. Work of Other Trades 1. Drawings do not show complete details of construction. 2. Refer to other drawings for additional details which may affect execution of the mechanical work. 3. Mechanical Contractor to contact and coordinate all utility companies pertaining to the scope of work, including industrial waste as required by jurisdiction. a. Water meter set is to be verified and coordinated, see civil drawings. Verify location and pressure. b. Gas meter and regulator set by the gas company. Verify location, pressure and volume prior to system installation. c. Waste water locations to be verified, see civil drawings. 4. All conflicts to be reported to architect. C. Equipment Furnished by Others 1. Rough -in and connect all equipment furnished by Owner, General Contractor, or Electrical Contractor. 2. Check drawings and specifications for service characteristics and requirements for each piece of equipment. D. General Requirement: Conform to Division I. E. Permits, Inspections and Fees 1. Obtain permits and pay fees required by National, State and Local authorities. 2. During its progress, the work will be observed by Architect and by the appropriate inspectors. 3. Present Inspector's certificates of compliance to the Owner. F. Underwriter's Listing Equipment 1. Equipment with electrical components shall bear the Underwriters' Laboratories Inc. label whenever published standards exist. 2. Equipment otherwise shall be certified by the manufacturer as complying with UL standards. G. Intent of Drawings MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15010 Page 2 MECHANICAL WORK, GENERAL 1. Drawings are diagrammatic and show approximate locations of piping, ducts, fixtures and equipment. 2. Take measurements from building or site, and verify with related drawings. 3. Report any conflict to Architect prior to proceeding with the work. 4. Failure to follow this instruction shall be considered sufficient cause for Contractor to alter work at his own expense, as directed by the Architect. H. Detail Drawings by Contractor 1. Wherever the Contractor's work requires additional detailing, prepare detail drawings to scale 1/4 " =1 ft., on tracing paper same size as contract drawings; layout and coordinate work with the work of other trades. 2. Such detailing work shall be identified on the drawings as by room number and building column lines. 3. Submit these drawings to the Architect for approval. 4. At completion, include a set of approved drawings with each set of as -built drawings. 1.2 OWNER'S ALTERNATES A. The contractor shall coordinate with the general contractor for the alternates and bid breakdown for "Addition" and /or "Deletion" and /or "Replacement" of items listed in the architectural documents impacting this contractor's bid amount. 1.3 SUBMITTALS A. Submitted Data 1. Submit complete bound brochures giving names of, technical data and required information on each item to be furnished. Reference equipment items corresponding to identification method used on the drawings. Submittal shall be in one Bound Volume indexed by Specification Section (use of multiple volumes will be permitted when volume exceeds I -1/2" thickness). Incomplete or partial submittals will be returned to the contractor unopened for resubmittal as required above. Control Diagrams will be accepted separately. Optional Electronic Submission — Provide above information in electronic file and payment as follows: $500 for complete Mechanical submission $500 for complete Plumbing submission $100 per individual specification section 2. Submit shop drawings and detailed description of items which are not manufactured and which have to be specifically fabricated. 3. Submit five copies each within 21 days after award of contract. Submit on all equipment. 4. As- builts, operating instructions, maintenance manuals and tool list. 5. Pressure vessel certificates. 6. Air balance report. 7. Certificates of completion, two -year guarantee and inspection certificates by governing authorities. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15010 Page 3 MECHANICAL WORK, GENERAL B. List of Manufacturers of Pipe Valves, Fittings, and Specialties 1. Submit list of items identifying each by mfr. and model number. 2. Where more than one manufacturer is listed, advise architect within 21 days after award of contract. 1.4 QUALITY A. Standards: Perform all work in accord with the following codes: 1. Local plumbing, mechanical and Building Codes. 2. Applicable Energy Code. 3. American Gas Association. 4. National Electrical Code. 5. National Fire Protection Association. 6. All authorities having jurisdiction. B. Quality: Materials, products and equipment furnished and installed by the Contractor shall be furnished and installed in strict accordance with all governing codes and ordinances, must be new and of first quality, in line with the best current practices, and as further specified. C. Quantity: Items of any one classification used in quantity, such as air handling units, fans, pumps, accessories, valves, specialties, cleanouts, drains, fittings, etc., shall be products of one manufacturer only, and used only for services recommended by manufacturer. D. Approvals: Approval of manufacturer's name or project by architect does not relieve Contractor of responsibility for providing materials and equipment which comply with the detail requirements in contract documents. Contractor assumes responsibility for equipment submitted fitting in available space as indicated by drawings. E. Workmanship: If the Architect judges any portion of the work to be unsatisfactory, or left in rough unfinished condition, Contractor, at his expense, shall remove and reinstall all such work, patch and paint surroundings satisfactory to Architect. 1.5 ELECTRICAL WORK A. Control Wiring: The General Contractor must notify his HVAC and Electrical Subcontractors of the information listed below. In order to properly support Costco and insure proper coordination between Trades, the General Contractor shall take note of the following items of responsibility. 1. The Trane Company will be responsible for mounting and wiring of the Tracer panel, photocells, AC rooftop unit sensors, differential pressure switches, thermostats, and Tracer wiring to building pulse meter, (when required). The Trane Company will confirm proper wiring terminations at the Tracer panel and external control devices. The Trane Company will furnish and install all conduit for all control wiring, and low voltage, where required by local electrical codes. Functional checkout of these items will be done at startup by the Trane Company. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15010 Page 4 MECHANICAL WORK, GENERAL 2. Installation of optional field installed equipment, (i.e. economizers, relief hoods, oversize motors, flue vent caps and TIM -E modules) is by the Mechanical Contractor. 3. The Mechanical Contractor is responsible for the following: To provide all equipment scheduled on plans for controls with wall switches, thermostats, interlocks or time clocks. The mechanical contractor shall provide all necessary controls and control wiring to make each system complete and operable. This includes exhaust fans, radiant heaters and air doors. 4. The Electrical Contractor is responsible for the following: Mounting and field wiring to Lighting Control Panels, entrance push- button, and all power wiring to the Trace, and LCC panels. Also, when required, power wiring to field mounted TIM -E panels. Functional checkout of these items will be done at startup by the Trane Company, Service: service and disconnect switches for mechanical equipment will be furnished and installed by Electrical Contractor. Motors will be wired by Electrical Contractor. Flexible conduit limited to short runs to equipment subject to vibration, i.e. motors, fans. 5. All electrical power, gas piping, external wiring, Tracer and interface panels must be installed and operable prior to notification of the Trane Company. 6. Notify Seattle Trane Company (425- 643 -4310) at least two weeks in advance of the required startup date. Included in Section 15850 as Appendix #1 are installation checklists to help coordinate field installation requirements. General Contractor shall complete and forward the checklists to the Architect and Seattle Trane Company at the time of two -week advance notice. If prestartup work is not completed prior to requesting startup, General Contractor shall be responsible for any and all costs associated with rescheduling startup. 7. Complete startup, checkout, and Owner training are the responsibility of the Trane Company. The local Trane Company will do HVAC equipment startup. The Seattle Trane Company will coordinate the Tracer startup, and Owner /Contractor training with the local Trane Company. Tracer startup is typically done after HVAC equipment has been checked out. 8. After startup and checkout is complete, the warranty and maintenance responsibilities are as specified in the Contract Documents. All labor warranty is the responsibility of the installing Contractor. Notify Seattle Trane Company of any warranty work to be performed. B. Fire /Security Alarm System: New Projects: Fire Alarm Contractor shall furnish smoke detectors to the Mechanical Contractor. Mechanical Contractor shall install smoke detectors. Smoke detector activation shall de- energize all air - moving equipment and shall provide a set of contacts to activate the fire alarm system. Wiring from smoke detector contacts to fire alarm system shall be provided by the Fire Alarm Contractor. Wiring from the smoke detector to the unit (unit shut down) is by Mechanical Contractor. Provide smoke detectors, as required authority having jurisdiction, and local fire building codes. Remodel Projects: The Mechanical Contractor shall furnish and install smoke detectors to make system complete and operational. Mechanical Contractor shall verify existing voltage at fire alarm panel and match building system in place. Wiring from the smoke detector to the unit (unit shut down) is by Mechanical Contractor. Provide smoke detectors, as required authority having jurisdiction, and local fire building codes. C. Motors and Control MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15010 Page 5 MECHANICAL WORK, GENERAL 1. Motors: for all motors 3/4 hp and over provide a magnetic starter having thermal overload - under voltage protection and push button station. For fractional hp motors not required to have magnetic starters, provide a motor starting switch (manual starter) having built -in thermal overload protection devices to suit Code requirements. Use type with pilot Tight where switch is remote from motor. Verify motor characteristics with Drawings. 2. Control: Provide all relays or other control devices necessary to accomplish control functions described. D. See Section 15050 for Motor, Motor Control specification. E. Equipment: All electrical equipment furnished under this section of the Specifications shall be in strict accordance with the National Electric Code and shall conform to standard accepted trade practices. 1.6 ABBREVIATIONS Arch. Architect or representative ADC Air Diffusion Council AGA American Gas Association AMCA Air Moving and Conditioning Association ANSI American National Standards Institute. ARI Air - Conditioning and Refrigeration Institute ASHRAE American Society of Heating, Refrigerating and Air - Conditioning Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWWA American Water Works Association approx approximate(ly) CISPI Cast Iron soil Pipe Institute as shown as shown on the drawings concealed built into the construction and not exposed to view c.p. chromium plated (over nickel) const. construction contr contractor deg degrees Fahrenheit dia diameter dwgs drawings galv. galvanized hot dip galvgalvanized after fabrication mfr manufacture, manufacturer max. maximum min. minimum MSS Manufacturers Standardization Society NFPA National Fire Protection Association NEMA National Electrical Manufacturers Association per according to, in accordance with provide furnish and install PDI plumbing & drainage institute psi pounds per square inch gage pressure UL Underwriters Laboratory w.g. water gage (inches of water) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15010 Page 6 MECHANICAL WORK, GENERAL w.p. working pressure WOG working water, oil & gas pressure CWV combination waste and vent system 1.7 AS- BUILTS, OPERATING INSTRUCTIONS, MAINTENANCE MANUALS AND TOOLS A. As- builts: Furnish one set of as- builts to Architect. B. Operating Instructions: Provide three sets of approved operating instructions. C. Maintenance Manuals: Provide three sets of approved maintenance manuals with name, address and 24 -hour phone number of firm responsible under warranty. D. Control Diagrams: Provide control diagrams with control sequence and date of warranty. E. Tools: Furnish in conformance with the General Conditions. 1.8 STORAGE OF MATERIALS: Make necessary provisions for storing materials at site, to prevent damage or corrosion of materials which are to be incorporated in work. 1.9 CUTTING AND PATCHING: Cutting and patching shall be kept to a minimum; if required, all patching shall produce results which conform to specifications for new general construction work. Finish to match adjacent work. See Division 1. 1.10 EXCAVATING AND BACKFILL: Mass excavating to approximate building levels will be carried out under the architectural specification. Excavating trenches for installation of piping to proper grade and backfill after installation of pipes. See Division 2. Contractor is cautioned not to disturb soil below elevation of adjacent footings without Architects permission. Do not lay piping directly on rock encountered in excavation. Remove rock 8" below grade of pipe and place clean earth in bottom of ditch to level of pipe grade. Remove all foreign material and debris before backfilling. Backfill with clean material. Use mechanical compaction, compacting backfill in manner and to density as approved by Architect. 1.11 MEASUREMENTS: Verify space availability by field measurement prior to submitting shop drawings for approval. 1.12 ROUGHING -IN DIMENSIONS: Obtain roughing -in dimensions for equipment from approved shop drawings or actual equipment measurements. 1.13 MANUFACTURER'S INSTALLATION DETAILS: Follow where furnished; provide valves or special fittings required, if manufacturer's details are in conflict with design drawings, notify Architect for resolution. 1.14 ACCESSIBILITY: All equipment requiring periodic servicing or repairs shall be installed in a manner and location to be readily accessible for such maintenance or repairs. Otherwise, obtain Architect's approval of location. 1.15 PROVISION FOR LIGHTING FIXTURES: In laying out duct and piping work, allow space for light fixtures. If interference occurs, move the piping or ducts. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15010. Page 7 MECHANICAL WORK, GENERAL 1.16 OPENINGS IN PIPES AND DUCTS: Keep closed during construction. 1.17 REJECTED MATERIALS: Remove all materials which are damaged, or have been rejected from the site. 1.18 OPERATION OF EQUIPMENT AND SYSTEMS: Contractor is responsible during all periods of balancing and testing. Provide temporary utilities as required. 1.19 TESTS A. Testing and Demonstration: Perform all hydrostatic tests required in codes and ordinances, as well as demonstrating operation of equipment, each test witnessed by Architect. Give sufficient notice before performing such tests. Additional tests are required under Balancing and Testing. B. Cooling and Heating System Tests at later season: If work is completed during the heating season, perform final tests of cooling equipment the following summer; if completed during summer, perform test of heating system the following winter. 1.20 INSTRUCTION PERIOD FOR OWNER'S PERSONNEL A. Scope: Following installation of mechanical equipment and prior to acceptance of mechanical work, representatives of installation tradesmen shall conduct demonstrations and instruction periods to point out locations of servicing points and required points of maintenance to Owner's representatives. Work shall be done during the time balancing and testing work is being performed. B. Contractor's Representatives: Instructors shall be qualified foremen or superintendents from the trade involved; except Temperature Control Systems which shall be the engineer who performs testing and adjustment; with substantial experience on this project. Their qualifications shall be submitted before conducting the instruction, if requested by Architect. C. General Description of Instruction Periods: Each period shall include preliminary discussion, and presentation of information from maintenance manuals with appropriate references to drawings; followed by tours of building areas explaining maintenance requirements, access methods, servicing and maintenance procedures, equipment cleaning procedures, temperature control settings and available adjustment. D. Scheduling of Instruction Periods: Notice of Contractor's readiness to conduct such instruction and demonstration shall be given to Architect at least 2 weeks prior to instruction periods, and agreement reached as to date at which instruction periods are to be performed. Receive approvals of proposed data prior to making final arrangements. 1.21 CERTIFICATIONS A. Completion of Work: Provide written certification that Contractor has fully completed work in strict accordance with plans and specifications and requesting final inspection (10 -day notice). MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15010 Page 8 MECHANICAL WORK, GENERAL B. Materials and Workmanship Warranty: Provide written certification that Contractor will replace all materials and workmanship that prove defective for two -year after date of acceptance. C. Inspection: Provide written certification of inspection from the governing building authority, stating that all work has been inspected, accepted and approved as complying with existing governing ordinances and codes. END OF SECTION 15010 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 PART1 GENERAL 1.1 SECTION 15020 DEMOLITION & REMODELING WORK INCLUDED: Existing HVAC & PLUMBING is to be altered as shown on the drawings and /or as directed by the architect. Plan is general in nature and does not show all existing conditions or demolition work. This contractor shall coordinate with all other trades and disconnect/reconnect, extend /relocate, remove or alter, all existing mechanical equipment and piping required to facilitate work in remodel areas. Coordinate with general contractor and Architect for details prior to bid. 1.2 INSPECTION: Prior to submitting his bid, the M.C. shall inspect the existing facility and thoroughly familiarize himself with all conditions which may affect his contract. Determine plumbing, HVAC, piping, duct work and other misc. items effected by this work. The on -site inspection called for here shall be carried out sufficiently to afford the Contractor with information necessary to include in his bid the cost for all items involved in this project or required for completion of his work. Failure to follow these instructions shall be considered sufficient cause for this Contractor to provide necessary equipment at his own expense, as directed by the Engineer. 1.3 CUTTING AND PATCHING: Cutting and patching shall be kept to a minimum; if required, all patching shall produce results which conform to specifications for new general construction work. Finish to match adjacent work. PART2 PRODUCTS 2.1 EXISTING MATERIALS: All materials which are a part of the building shall remain the property of the Owner. 2.2 EXISTING MATERIAL RE- INSTALLED: Existing materials and equipment that are removed as a part of the work or stored in surplus may be reinstalled as a part of the new system subject to approval of conditions suitability by the Architect/Engineer. The requirements of the specifications (i.e. installation, warranty, testing, etc.) shall apply as if the materials were new, supplied by the Contractor. 2.3 EXISTING MATERIALS NOT TO BE RE- INSTALLED A. In coordination with the Architect/Engineer, these materials shall be made available for his inspection and decision as to whether the Owner will retain possession. Items selected for retention shall be delivered to a location on the premises selected by the Owner and turned over to him, take reasonable care to avoid damage to this material. If the Contractor fails to conform to this requirement, he shall purchase and turn over to the Owner replacement materials of like kind and quality. B. All material not selected for retention by the Owner and debris shall be disposed of by the Contractor. PART 3 EXECUTION 3.1 EXISTING CONDITIONS MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15020 Page 2 DEMOLITION & REMODELING A. Examine the structure, building, and conditions under which Division 15 work is to be installed for conditions detrimental to proper and timely completion of the work. Do not proceed with work until deficiencies encountered in installation have been corrected. B. Report any delay or difficulties encountered in installation of Division 15 work which might be unsuitable to connect with work by other Divisions of this Specifications. C. Failure to report conditions shall constitute acceptance of other work as being fit and proper for the installation of Division 15 work. 3.2 DEMOLITION A. Plumbing, mechanical equipment, ductwork and piping (exposed) no longer of service as a result of this contract shall be removed. B. Prior to disconnecting or altering any piping or ductwork contractor shall determine areas or devices served by it, and repipe as required to retain system continuity as necessary. 3.3 CLEAN UP: Remove all debris from the site and dispose of at Contractor's expense. Leave the site in a neat and orderly condition to the approval of the Architect. END OF SECTION 15020 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15050 BASIC MATERIALS AND METHODS PART1 GENERAL 1.1 DESCRIPTION A. General: Provide motors, mounting accessories, painting, color banding, expansion shells and bolts, steel channels, vibration isolation and miscellaneous other basic materials. B. General Requirement: Conform to Division 1. 1.2 SUBMITTALS: Items for which submittal requirements specified elsewhere apply are as follows: A. Shop drawings 1. Ceiling hanger installation 2. Vibration isolation bases or frames 3. Equipment Base Installation Drawings 4. Information 5. Equipment Supports 6. Pumps and Air Handling Units Installation 7. Sleeves Installation B. Product Data 1. Motors 2. Beam Attachments 3. Ceiling hangers 4. Vibration Isolation Mountings and Seismic Restraints 5. Nameplates and Valve Tags 6. Thermometers and gages 7. Paint C. Certificates 1. Pressure Vessels 2. Inspections PART 2 PRODUCTS & MATERIALS 2.1 MATERIALS AND FABRICATED ASSEMBLIES A. Structural steel for supports: ASTM A36 1. Galvanize members installed in fan plenums or areas of high humidity or condensation, and outside. 2. Furnish other members with shop coat of red lead primer. 3. Shop fabricate for field assembly using bolts. 4. Minimize field welding. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila. Washington 98188 Printed on 06/08/2010 SECTION 15050 Page 2 BASIC MATERIALS AND METHODS 5. Retouch primer after field welding. B. Rain Hood and Flashings 1. Stainless steel: Minimum 20 Ga. 2. Sheet lead: 8 LB /SF minimum. 3. Sheet copper: 24 OZ/SF. C. Access doors, panels and frames: Style and type as required for material in which installed. 1. Size: 12x12 inch minimum, as indicated, or as required to allow inspection and removal of items served. 2. 14 Ga. minimum sheet metal, cadmium - plated or galvanized after fabrication. 3. Key lock, keyed alike, for panels in public areas. Primer painted. 4. U/L labeled when in fire -rated construction. 5. Acceptable manufacturers: Inryco /Milcor; Ventfab; American Warming; and Potter - Roemer. 6. Provide in walls, floors, and ceilings to permit access to all equipment and piping requiring service or adjustment. D. Drain Pans: 16 Ga. minimum, galvanized steel or black steel bonderized and painted. 1. Provide satisfactory drainage with outlet connection not less than 1 -1/2 inch pipe or tubing. Locate outlet to insure complete drainage of pan. 2. Insulate with not less than 1/2 inch rigid, water impervious insulation of sprayed or foam -in -place type. 3. Provide drain line from drain pan to nearest floor drain or as indicated. 4. Provide in each coil unit, water heaters and water storage tanks. E. Equipment Guards 1. Use suitable structural frames with minimum 12 Ga., 3/4 inch galvanized mesh, or expanded metal mesh. 2. Attach to equipment by removable clips and bolts with wiring nuts, or other approved connectors. 3. At belts, provide opening for measuring RPMs. 4. Provide at all belts, couplings, moving machinery and equipment in accord with OSHA .F. Drip shields above electrical equipment interior to the building 1. Size: To extend a minimum of 12 inchs beyond all outer edges of electrical equipment 2. 16 Ga. minimum, galvanized steel minimum 3. Provide at all locations where piping containing liquids or potential for condensate passes over electrical equipment or panels. 2.2 MOTORS A. General: Motors shall conform to the following unless noted otherwise. MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15050 Page 3 BASIC MATERIALS AND METHODS B. Design and Construction: Unless otherwise specified, electric motors and enclosures covered by this specification shall conform to the applicable definitions and requirements of NEMA MG1 "Motors and Generators." (Application for copies should be addressed to the National Electrical Manufacturers Association, 155 East 44th Street, New York, NY 10017.) C. Nameplates: Provide with a readily visible nameplate containing the information required in NEMA MG1. D. Manufacturer: Mfr.: General Electric, Westinghouse, Allis- Chalmers, Goulds or U.S. Motors, high efficiency equal to Goulds "E" plus or G.E. "Energy Saver ". E. One -third HP and smaller: Single phase capacitor type unless noted otherwise; 120 volt or 115/230 volt nameplate rating. F. One -half HP and larger: Three - phase, single speed induction type. Nameplate inscription 200/230/460 volt unless otherwise noted, shall be suitable for operation at 480 volts. G. Service Factor: Not less than 1.1 NEMA Standard. H. Construction of Motor frames: In general, open drip - proof; for motors exposed to the weather, total enclosed or epoxy encapsulated as applicable for the service. I. Service Conditions: All equipment shall be designed and built for long, trouble -free life in industrial service and be capable of operating successfully under the following application conditions: 1. 40C maximum ambient temperature 2. 3,300 ft. maximum altitude 3. Voltage variations to plus or minus 10% of nameplate rating. 4. Frequency variations to plus of minus 5% of nameplate rating. 5. Combined voltage and frequency variations to plus or minus 10% total, as long as frequency does not exceed plus or minus 5 %. 2.3 MOTOR CONTROL EQUIPMENT: Motor control equipment is specified in the electrical work specification; unless specified herein or noted otherwise. For coordination, refer to electrical drawings and specifications. Motor control specified in Division 15 shall be provided with the mechanical equipment and meet the requirement of Division 16, Electrical. 2.4 SLEEVES A. General: Shall be Schedule 40 black or gals steel pipe with unthreaded ends where piping passes through any floor slab. Other sleeves sheet steel as factory made sleeves or Miracle or Adjus -to -Crete mfr., or Sinco wall /slab sleeves. B. Sealant: Provide per Section 07920, Sealants; use silicone Rubber Base Sealant - One Component. 2.5 EXPANSION SHELLS AND BOLTS MULVANNYG2ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive TEI # 10 -152 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15050 Page 4 BASIC MATERIALS AND METHODS A. Expansion Shells for Rod Hangers: Phillips self - drilling anchors, Gregory "Bulldog" Omark "Drill Anchors ", or Fastite shells, in holes drilled in structural concrete. B. Expansion Bolts for Equipment: USM "Molly Parabolt ", or McCullough "Kwik- Bolt" in holes drilled in concrete. 2.6 FORMED STEEL CHANNELS AT SLAB A. Channels: 12 gage min. 1 -3/8" x 1 -5/8" min. cross - section size; Uni- strut, Powerstrut, Storack, or Eristrut. B. Locations of Channels: Neat and workmanlike, parallel to walls; max. spacing 5 ft. on centers in general, measured along the length of the pipe. C. Attachment of Channels to Slab: Attach to inserts in slab on 36" max. spacing, with one attachment to embedded insert within 3" of end of each channel. D. Attachment of Hanger to Channels: Provide mfr.'s standard locking type inserted nuts, or same mfr. as channel, and attach hangers thereto. 2.7 WELDING TO BUILDING STRUCTURAL MEMBERS: Not allowed except as shown or noted on the drawings. 2.8 VIBRATION ISOLATION MOUNTINGS AND SEISMIC RESTRAINTS A. General: Provide as specified under equipment sections of these specifications. B. Manufacturers: Vibration isolation mountings shall be as manufactured by Amber /Booth, Consolidated Kinetics, Vibration Eliminator Co., Vibrations Mountings Inc., Korfund, Mason, or approved equal. C. Type: Spring isolation shall be of the stable spring type, housed or unhoused with or without rubber inserts as indicated. Provide a 1/2" thick pad of waffle type rubber damper material between the mount and the bearing surface. Spring shall be sized per manufacturer's recommendations. Provide anchor bolts for each mounting. Seismic restraint may be integral with the spring mount or provided as a separate snubber assembly, as required. D. Exceptions: Unitary equipment with internal isolators for all rotating equipment meeting the requirements of this specification requires no additional isolation; except, where floor or curb mounted, provide a 1/2" thick pad of waffle type rubber damper material between the unit and the bearing surface. 2.9 NAMEPLATES AND VALVE TAGS: A. Nameplates: Make of laminated black plastic with lettering cut through to white background. (Plastic strips with raised letters made by a marking device are not acceptable.) B. Valve Tags: Shall be of 0.030 " thick brass or stainless steel 1" x 2 -1/2" size; shall state the service and destination of the line controlled. Tag inscriptions shall be made with a MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15050 Page 5 BASIC MATERIALS AND METHODS lettering device; 5/16" high cut lettering. Laminated plastic tags, construction similar to nameplates, will also be acceptable. 2.10 PIPING IDENTIFICATION A. Piping throughout the building shall be identified with W.H. Brady Co. B -946, or approved equal, meeting or exceeding ANSI A13.1 -1981. Pipe markers shall consist of an arrow in direction of flow, color, and wording as indicated in the following schedule. Stencils shall be visibly located and spaced on maximum 20' -0" centers for long straight pipe runs. B. Color Code: In accordance with the following standards: SERVICE COLOR STENCIL Domestic Cold Water Blue C.W. Domestic Hot Water Red H.W. Domestic Hot Water Circulating Red H.W.C. Condensate Lines Green C. Gas Piping Yellow GAS 2.11 SPECIAL MAINTENANCE MATERIALS: For equipment requiring frequent replacement of maintenance materials, such as filters, lubricants, etc., provide a 3 -month supply to the Owner, together with grease guns or other application devices and instructions. Submit list of equipment and required maintenance materials and frequency of service to architect for approval. 2.12 PIPE THERMOMETERS A. General: Locally mounted temperature indicators shall be bi- metallic thermometers with five -inch dial, corrosion -and weather -proof case, 316 stainless steel stem, and suitable for back - mounting in standard thermowells. Range shall be 30 -130 deg F for cold water and 0 -250 deg F for hot water; otherwise to suit service. Accuracy shall be + 1% of range. B. Location: If necessary for operating visibility, or in vibrating service, a dial thermometer with filled thermal system of sufficient capillary tubing length shall be used. C. Installation Limitations: Thermowells shall have two -inch lagging extension where installed on insulated piping. D. Manufacturers: Temperature indicators shall be industrial grade: American, Ashcroft, Palmer, Trerice, Weksler or approved equal. 2.13 PRESSURE GAGES A. Pressure gages: ANSI B40.1 - 1974 Grade A. 1. Provide as indicated. 2. Acceptable manufacturers: Ashcroft; U.S. Gage; Trerice; American; March; Duragage; and Weksleer. 3. Run one - quarter inch hard temper copper tubing from gage with a 1/4 inch angle shutoff valve to its respective pipe connection. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15050 Page 6 BASIC MATERIALS AND METHODS B. Calibration: Properly calibrate and zero all gages at job site for pressure head and temperature in accord with manufacturer's instructions. C. Size: Unless code requires otherwise, provide pressure gages with 4 -1/2 inch dial, surface or flush type as required, with white faces, black numerals, black pointers, bronze bourdon tubes. D. Pressure gage characteristics Range PSIG Fig Interval PSIG Inter. Graduations PSIG Domestic 0 -150 20 2 Compressed air 0 -150 20 2 E. Service: Use pressure gages suitable for service intended. Install siphons in accord with gage manufacturer's recommendations and best practices of trade. PART 3 EXECUTION 3.1 MOTORS: Install motor per manufacturer's recommendation and properly align with driven device. 3.2 CONTROL WIRING: Install per current National Electrical Code and Division 16, Electrical. 3.3 INSTALLATION OF PIPE SLEEVES A. General: Provide pipe sleeve where pipe passes through wall or floor and at other locations indicated. Sleeves through floor should project 1 -inch above finished floor. B. Diameter: Provide minimum of 1/2 inch radial clearance beyond pipe and pipe plus insulation, where required. Extend sleeve full thickness of wall or floor. C. Installation: Set sleeves in place prior to pouring of concrete in new construction; core drill and grout sleeves in place for unit masonry construction and existing construction. Fasten sleeves to wood forms with centered lag screws or nails. Attach sleeves to metal forms with Kalon type "U" drive screws and sheet metal clips. D. Sealing: Where pipes pass through fire -rated walls, or floors, place fire caulking material, in accordance with UL 1479, between pipe and pipe sleeve for full length of sleeve to maintain fire rating. Where pipes pass through non -rated walls or floors, caulk space between pipes and pipe sleeves with oakum and caulk both ends with non - hardening silicone construction sealant. Where pipes pass through walls below grade, provide compression seal as indicated. 3.4 EXPANSION SHELLS AND BOLTS: Expansion shells and expansion bolts shall be used only where shown to hang piping or equipment from concrete slabs or walls. 3.5 FORMED STEEL CHANNELS AT SLABS A. Scope: At locations shown, and also wherever groups of these pipes or more in a 24" width are suspended from slabs, provide formed steel channels bolted to concrete MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15050 Page 7 BASIC MATERIALS AND METHODS inserts embedded in slab; length to extend across all pipes and 6" beyond outermost pipes; and suspend hangers for piping from these channels. B. Locations of Channels: Neat and workmanlike, parallel to walls; spacing 5 ft. on centers in general, measured along the length of the pipe. C. Attachment of Channels to Slab: Attach to inserts in slab on 36" max. spacing with one attachment to embedded insert within 3" of end of each channel. D. Attachment of Hangers to Channels: Provide manufacturer's standard locking type inserted nuts, of same manufacturer as channel, and attach hangers thereto. 3.6 VIBRATION ISOLATION MOUNTINGS AND SEISMIC RESTRAINTS: Vibration isolation mountings and seismic restraints shall be provided for all rotating machinery, as shown. Install mountings and anchor bolts. 3.7 NAMEPLATES AND VALVE TAGS A. Nameplates: Provide for all equipment, except equipment upon which name has been painted (See 3.8 below). Include air conditioning units and exhaust fans furnished by owner. B. For all air conditioning units and exhausts fans, provide label with unit number as noted on the mechanical plans on the exterior of each unit and inside of building located on the ductwork. Labels should be in 6" block lettering in black color and located where easily visible from the roof hatch. C. Valve Tags: Provide wherever the destination or identity of the line is not visible from the valve; fastened with chain to the valve stem. 3.8 PAINTING OF NAMES OF EQUIPMENT: Lettering shall be done by stenciling; shall be proportional to the size of the equipment and in contrasting color. Generally, 2" high letters will be the max. requirement. 3.9 EARTHWORK A. Scope: Do all earthwork required for the installation of mechanical work in the ground. B. Excavation: Do as necessary for the installation of the work. C. Trench Excavation: Trenches shall be of the necessary width for proper laying of pipe, with banks as nearly vertical as possible. Trench bottoms shall be accurately graded to provide uniform undisturbed bedding for each section of pipe, along its entire length. The holes and depressions for joints shall be formed after trench bottom has been graded. Provide temporary pumping equipment to keep the excavation free from water. Pipe bedding in rock excavation shall consist of not less than six inches of sand or equivalent material. D. Bracing and Shoring: Bracing and shoring shall be provided. E. Backfilling: Backfill trenches only after completion of pressure tests and inspection by the Architect. Fill spaces between pipe and sides of trench by hand, shovel tamped in MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15050 Page 8 BASIC MATERIALS AND METHODS place. Cover in 6 -inch layers to thickness of 12 inches over top of pipe. Fill and tamp remainder of backfill material in 1 foot layers. Backfill materials generally shall be clean earth or sand relatively free of clods or stones. For sewer and water piping, use pea gravel under, around and to 6 inches above top piping. Gas and water piping shall be the same except that sand shall be used instead of pea gravel. In addition, wherever paving or future paving is indicated over backfill, the remainder of the backfill shall be granular subgrade backfill material (Butler fill). F. Compacting: Compacting shall be performed individually, for each layer of 6" max. loose thickness of backfill. Where roadway or parking area surfaces are to be placed over backfill, it shall be placed at a moisture condition which will produce max. density; elsewhere, 90 %. Measurement in accordance with Method D of AASHTO Standard T -180. G. Surplus Earth: Contractor shall dispose of surplus earth. H. Barricades: Barricades, construction signs, torches, red lanterns and guards, as required, shall be placed and maintained during periods of open excavation as necessary to protect persons from injury and to avoid property damage. I. Clean -up: Leave premises thoroughly clean at completion. 3.10 BURIED PIPING: Wherever any piping is to be installed in areas which have been excavated below pipe inverts, for any purpose, install the piping in compacted backfill. Do not install the piping until the backfill is at specified compaction has been completed up to a level of 18" or more above the level of the installed pipe; then, the piping shall be installed in trenches which have been re- excavated through the backfill. 3.11 FOUNDATIONS, SUPPORTS, PIERS, ATTACHMENTS, ROOF CURBS A. Contractor shall furnish and install all necessary foundations, supports, pads, bases, roof curbs and piers required for all mechanical equipment, piping, tanks, ducts and for all other equipment furnished under this contract, and shall submit drawings to the Architect/Engineer for approval before purchase, fabrication or construction of same. B. For rotating machinery, and for all equipment where foundations are indicated, furnish and install concrete pads as shown. All pads shall be extended 6- inches beyond machine base in all directions with top edge chamfered. Inset 6 -inch steel dowel rods into floors to anchor pads. Shop drawings of all foundations and pads shall be submitted to the Architect for approval before same are constructed. C. Construction of foundations, supports, pads, bases, and piers where mounted on the floor, shall be of the same materials and same quality of finish as the adjacent and surrounding flooring material. D. All equipment, unless shown otherwise, shall be securely attached to the building structure in an approved manner which conforms with all applicable codes. Attachments shall be of a strong and durable nature and any attachments that are, in the opinion of the Architect/Engineer, not strong enough shall be replaced as directed. E. All roof curbs shall have flashing and counter flashing for water resistance. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15050 Page 9 BASIC MATERIALS AND METHODS 1. Place 2" thick 1 Ib. density fibrous glass blanket on roof deck exposed within curb for all power driven equipment and provide continuous cover of 1 Ib. lead on the blanket; lap seam approximately 3" plus or minus. 3.13 EQUIPMENT INSTALLATION A. General: Necessary supports shall be provided for all equipment, appurtenances and pipe as required; these include frames or supports for pumps, air handling units, and fans. B. Equipment Supports: Equipment shall not be hung from concrete floors; provide hangers from structure as required; span between structural members with additional structural steel as required to mount equipment in locations shown. C. Pumps and Air Handling Units Installation: Provide isolation from building structure by means of isolation pads; include machine and floor or foundation fastenings; set equipment on concrete pads. Provide equipment base drawings, bolt- setting information, and anchor bolts for all floor mounted equipment. Provide steel shims and grouting under each base mounting point. 3.14 TEMPORARY HEAT A. Make heating system available and operable as early as practicable for temporary heating of the building. B. Do not operate ventilating system for temporary heating without filters installed. C. Install temporary filters over return air intakes and in equipment. Mechanical Contractor shall be responsible for clean ductwork. Filters shall be formed from continuous section of 2" roll filter media tied securely over unit or equipment intake and over return air intake. The unit's standard filter can be used as temporary and must be checked, cleaned and replaced periodically during construction and shall be replaced with new for final acceptance. 3.15 DRIP SHIELDS ABOVE INTIERIOR ELECTRICAL EQUPMENT AND PANELS. Drip shield shall be provided above all electrical equipment and panels. END OF SECTION 15050 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15050 Page 10 BASIC MATERIALS AND METHODS (Blank Page) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15250 INSULATION PART1 GENERAL 1.1 DESCRIPTION A. General: Provide insulation required for piping system, ductwork, equipment and accessories. B. General Requirement: Conform to Division 1. 1.2 SUBMITTALS: Items for which the submittal requirements, specified elsewhere, apply are as follows: A. Product Data: All materials. B. Certificates of Compliance: Insulation. 1.3 APPLICABLE PUBLICATIONS: The most recent edition of the publications listed below form a part of this specification to the extent indicated by the references thereto. ASTM E84 "Surface Burn Characteristic of Building Materials" NFPA 255 "Building Materials, Tests of Surface Burning Characteristics" UL 723 "Test Hazard Classification of Building Materials" ASTM E96 "Test for Water Vapor Transmission of Materials" ASTM D -781 "Test for Paperboard Puncture" (Beach Puncture) ASTM D -774 "Burst Strength of Paper Test" (Mullen Burst) NFPA 90A "Air Conditioning and Ventilating Systems" ASTM C177 "Test for Thermal Conductivity of Materials by Guarded Hot Plate" 1.4 FIRE RESISTANCE A. Ratings: Insulation tape, adhesives, vapor barrier materials and jackets shall have a flame spread rating of not more than 25. Smoke developed ratings shall not exceed the following: 1. Fiberglass with all service jacket, not more than 50. 2. Phenolic Foam with all service jacket, not more than 50. 3. Closed Cell Elastomeric Insulation, 1" thickness or Tess, no jacket, not more than 270. 4. Continuously molded Rigid Urethane Foam, with all service jacket, not more than 200. 5. Other insulation items not exempted from fire resistant ratings: smoke developed rating not more than 50. Ratings shall be developed by testing in accordance with NFPA 255, ASTM E84 and UL 723. B. Factory/Field Applied Items: Materials that are factory applied shall be tested as assembled. Materials that are field applied may be tested individually. UL label or listing or satisfactory certified test report from an approved testing laboratory will be required to indicate compliance with the preceding paragraph. Flameproofing treatments subject to deterioration are not acceptable. C. Exempt Items: The following materials are exempt from Fire Resistant Rating: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15250 Page 2 INSULATION 1. Nylon duct insulation anchors 2. Treated wood insulation inserts 3. PVC fitting and valve covers 1.5 THICKNESS: The normal thickness of insulation given is the thickness of the basic block insulating medium and does not include the finishing coats. 1.6 PROOF OF COMPLIANCE: Proof of approval of materials shall be delivered to the Architect. This approval shall incorporate approval of Underwriters Laboratories and other authorities having jurisdiction as well as certified performance guarantees. 1.7 GENERAL REQUIREMENTS: Conform to Division 1 of these specifications. PART2 PRODUCTS 2.1 FIBERGLASS PIPE INSULATION: Fiberglass pipe insulation suitable for pipe temperature from -60 deg F to 500 deg F; one piece type with only one longitudinal joint. Thermal conductivity not greater than 0.27 BTU per square foot per deg F per inch of thickness at 100 deg F, 0.30 BTU per square foot per deg F per hour a per inch of thickness 200 deg F and 0.40 BTU per square foot per hour at per inch of thickness 300 deg F.. As manufactured by CTM (CertainTeed Manson) or equal. Provide factory applied all service jacket. 2.2 PHENOLIC FOAM PIPE INSULATION: Continuously molded, chemically neutral phenolic resin pipe insulation suitable for pipe temperatures from -40 deg F to 250 deg F; one piece type with only one longitudinal joint. Thermal conductivity not greater than 0.22 BTU per square foot per deg F per hour per inch of thickness at 40 deg F mean temperature and 0.23 BTU per square foot per deg F per hour per inch thickness at 75 deg F mean temperature. Provide factory applied all service jacket. 2.3 CLOSED CELL ELASTOMERIC PIPE INSULATION: Closed cell elastomeric pipe insulation suitable for pipe temperatures from -20 deg F to 180 deg F. Thermal conductivity not greater than 0.26 BTU per square foot per deg F per hour per inch of thickness at mean temperatures of 75 deg F to 90 deg F. Finish with elastomeric insulation finish in exposed areas. 2.4 JACKETS FOR PIPE INSULATION A. Factory Applied All- Service Jacket: White Kraft paper outer surface bonded to aluminum foil vapor barrier, suitable for painting. Kraft paper permanently treated for fire and smoke safety and to prevent corrosion of the foil. Factory applied pressure sensitive closure system for permanent seal of laps and butt strips. Physical characteristics as follows: 1. Water Vapor Permeability (ASTM E96) 0.02 perm 2. Breach Puncture (ASTM D -781) 50 oz. in /in tear 3. Mullen Burst (ASTM D -776) 70 psi B. Jacket For Pipe Insulation Exposed to Weather: Provide PVC fitting covers & PVC 0.020" thick PVC jacketing for insulation exposed to weather. Fitting covers and MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15250 Page 3 INSULATION jacketing shall be Knauf 25/50 rated proto PVC, or approved, installed in strict accordance with manufacturer's recommendations for outdoor piping insulation. C. Jacket For Pipe Insulation on Interior Exposed Piping: Provide PVC fitting covers & PVC 0.020" thick PVC jacketing for insulation on exposed piping or roof drainage within 8' of floor. Fitting covers and jacketing shall be Knauf 25/50 rated proto PVC, or approved, installed in strict accordance with manufacturer's recommendations for outdoor piping insulation. All fittings covers and jackets to be high gloss white. 2.5 LAVATORY INSULATION KITS A. Provide for all lavatories, Lavatory P -Trap and angle valve assemblies shall be insulated with the fully molded Truebro, Handi Lav -Guard insulation kit, Model #102, with accessory 105W for offset line, color white. 2.6 INSULATION OF FITTINGS AND VALVES A. Fittings - All Service Jacket: Factory premolded one -piece PVC fitting cover; factory precut insulation same type and thickness as the adjacent pipe insulation. Seal with vapor barrier adhesive on cold lines. 2.7 DUCTWORK INSULATION: Fiberglass flexible blanket with foil- scrim -kraft facing. Thickness as scheduled under 15250 part 3. 2.8 DUCT LINING: Lining to cover all four interior sides; glass fiber, John - Manville "Micro - Coustic" or Pittsburgh Plate Glass "Textraface "; thickness as scheduled under 15250 part 3. Lining shall meet erosion test method described in UL Pub. No. 181. Maximum flame spread rating, 25; maximum smoke Developed rating, 50. A. JOINT TAPE: Glass fiber reinforced, aluminum foil and kraft paper laminate with vapor barrier characteristics comparable to insulation facing. 2.9 FINISHING CEMENT: Hydraulic setting, low shrinkage insulating and finishing cement for one coat finish, Johns - Manville No. 375 Cement or approved equal, suitable for painting with water base paint. 2.10 INSULATING CEMENT: Mineral fiber cement suitable for application on metal in single layers up to 4" thick, Johns - Manville No. 460 cement, or equal. 2.11 VAPOR BARRIER ADHESIVE: Vapor barrier lap sealing adhesive, Foster 85 -20 or approved equal. 2.12 LAGGING ADHESIVE: Lagging adhesive, Foster 30 -36 or approved equal. 2.13 ELASTOMERIC INSULATION ADHESIVE: Armstrong 520 adhesive or approved equal. 2.14 ELASTOMERIC INSULATION FINISH: Armstrong Armaflex finish or approved equal, color white. 2.15 INSULATION PIN FASTENERS: Zinc coated steel, 2X2 perforated steel plate with spindle and washer. Spindle length to suit insulation thickness. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15250 Page 4 INSULATION 2.16 INSULATION PIN ADHESIVE: Contact cement suitable for fastening insulation pins to metal surfaces, Miracle Adhesive No. HT4620, Foster 82 -11. or approved equal. 2.17 INSERTS BETWEEN PIPES AND PIPE HANGERS /SUPPORTS A. Rigid block insulation: Calcium silicate of thickness equal to the adjoining insulation; provide vapor barrier. B. Inserts: Provide inserts not less than the following length: 1. 1/2" to 2 -1/2" pipe: 6" long. 2. 3" or greater pipe: 9" long. C. Treated wood inserts: May be used on cold piping system. PART 3 EXECUTION 3.1 GENERAL A. Install: All joints tightly butted. B. Tuck and tuft: Edges of insulation. C. Access: Install insulation to allow easy access to equipment for inspection and repairs. D. Clean up: Remove all loose dirt, rust, all other loose foreign material, moisture and frost from surfaces prior to installing insulation. 3.2 TIME OF APPLICATION A. General: Insulation shall be applied only after piping has been tested. Insulation contractor may at his option insulate the various piping systems, except flanges, with the understanding that necessary removals, repairs and modifications to insulation due to leaks that may occur in piping systems due to testing will be made without additional cost to the general contractor. All loose dirt, rust, etc., shall be removed by the subcontractor from the pipe surface. Piping must also be free of frost at time of insulating. 3.3 ITEMS TO BE INSULATED: The following items shall be insulated either wholly or to the extent indicated: A. Piping: The following piping shall be insulated except (1) valve stems, handwheels and operators; (2) unions 1. Cold lines: Condensate drain lines, domestic cold water, and piping to roof drains. 2. Hot lines: domestic hot water supply and circulating piping. B. Ductwork and Air Handling Equipment: Insulate all air handling systems from the outside air intake to the room outlets, including ductwork, plenums, casings, coils, fans, and sound attenuators. Insulate all return air systems, including ductwork, plenums and sound attenuators. Ductwork and equipment specified to have internal acoustical MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15250 Page 5 INSULATION lining will not require external insulation. Do not use internal lining on ducts serving a make -up air system. 3.4 INSULATION THICKNESS AND TYPE A. Pipe insulation type and thickness shall be as follows: Service Domestic Hot Water & Domestic Hot Water Circulating (100 °F to 140 °F) Service RD Piping, Condenser Water, Domestic Cold Water, (40 °F to 80 °F) Service Indirect (Cold) Drains (32 °F to 70°F) • B. Insulation Type Fiberglass Phenolic Urethane Elastomeric Insulation Type Fiberglass Phenolic Urethane Elastomeric Insulation Type Fiberglass Phenolic Urethane Elastomeric INSULATION OF DUCTS 1. Insulation Types and Values Insulation Values A. B. C. D. E. V. sealed. W. To 1" 1- 1/4 " -2" 2- 1/2 "-4" 5 "6" 1" 1" 1 -1/2" 1 -1/2" 1" 1" 1 -1/2" 1 -1/2" 3/4" 3/4" 1" 1 -1/2" 1" 1" 1 -1/2" 1 -1/2" To 1" 1- 1/4 " -2" 2- 1/2 " -4" 5 " -6" 1" 1" 1" 1" 1" 1" 1" 1" 3/4" 3/4" 3/4" 3/4" 1/2" 1/2" 1/2" 3/4" To 1" 1- 1/4 " -2" 2- 1/2 " -4" 5 " -6" 1" 1" 1" 1" 1" 1" 1" 1" 3/4" 3/4" 3/4" 3/4" 1" 1" 1" 1" C =.48 R =2.08 C =.24 R =4.16 C =.16 R =6.25 C =.12 R =8 C =.08 R =12 Vapor barrier, with perm rating not greater than 0.5 perm, all joints Approved weatherproof barrier. 2. Climatic Zone I = 6000 degree days or below. Climatic Zone II = 6001 degree days or more. Duct Location Insulation Types Exterior Unheated Space Zone I D,V,W Zone II E,V,W Zone I C,V Zone II D,V Conditioned Space C,V MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15250 Page 6 INSULATION 3.5 PIPE INSULATION INSTALLATION A. General 1. All insulation shall be continuous through wall and /or ceiling openings and sleeves. 2. Insulation on all cold surfaces where vapor barrier jackets are used shall be applied with a continuous, unbroken vapor seal. Hangers, supports, anchors, etc., that are secured directly to cold surfaces shall be adequately insulated and vapor sealed to prevent condensation. 3. Metal shields shall be applied between hangers or supports of piping and the pipe insulation; refer to section 15410. 4. Specified adhesives, mastics and coatings shall be applied at the manufacturer's recommended minimum coverage per gallon. B. All Service Jacketed Insulation: Insulation shall be applied over clean, dry pipe with all joints butted together. Longitudinal jacket laps and butt strips shall be smoothly secured according to manufacturer's recommendations. 3.6 FITTING INSULATION INSTALLATION A. All Service Jacket Insulation Fittings: Apply factory precut insulation tucking ends of the insulation snugly into the throat of the fitting, and edges adjacent to the pipe covering tufted and tucked in, fully insulating the pipe fitting. Seal all seam edges of the one piece PVC fitting cover with vapor- barrier adhesive applied over insulation. Tape circumferential edges of cover with vapor barrier pressure sensitive tape to match fitting cover color. The tape shall extend over the adjacent pipe insulation and have an overlap on itself at least one inch. 3.7 DUCT INSULATION INSTALLATION A. Rigid Insulation: Secure rigid insulation to ductwork by impaling over pins located not more than 3 inches from the edge of insulation pieces and spaced not more than 12 inches on center. Apply insulation with all joints tightly butted. Cold ductwork shall have all joints, breaks, punctures and voids filled with vapor barrier mastic and covered with tape to match insulation facing. B. Flexible Insulation: Apply flexible blanket insulation to ductwork with Foster 85 -20 mastic applied in 4 inch wide strips on 12 inch centers; secure with edges tightly stitched with stables. Insulation on the bottom of rectangular horizontal ducts over 24 inches wide shall be impaled over pins as specified for rigid insulation in addition to mastic; sagging of flexible duct insulation will not be permitted. Seal all punctures and voids with vapor barrier. C. Seams: All seams shall be sealed with 4" wide pressure sensitive vapor barrier tape to match insulation facing. D. Duct Lining: See Section 15880, Part 3 Paragraph D. for execution. END OF SECTION 15250 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15410 PIPING SYSTEMS PART1 GENERAL 1.1 DESCRIPTION A. General: Provide piping, fittings, supports, hangers and miscellaneous system accessories. 1.2 SUBMITTALS: Items for which submittal requirements specified elsewhere apply are as follows: A. Product data Submit for: 1. Pipe and fittings 2. Valves 3. Gaskets 4. Strainers 5. Unions 6. Dielectric unions 7. Escutcheon plates 8. Balancing /Measuring Valves 9. Pipe hangers 10. Hose end drain valves 11. Solder 12. Pipe and wall seal 13. Seismic Connections B. Certificates: Submit for welders. 1.3 DIAGRAMS A. Schematic: Diagrams showing pipe connections are schematic only. Do not use for calculating lineal runs or number and types of fittings. B. Scale and detail: The drawings do not show exact details of piping. No extra payments for offsetting due to obstructions will be made. 1.4 GENERAL REQUIREMENTS: Conform to Division 1, of these specifications. PART2 PRODUCTS 2.1 MANUFACTURER A. Acceptable mfrs. for pipes, fittings, valves, flanges, and gaskets: Listed below or specified. 1. Steel pipe: U.S. Steel, "National ", Bethlehem, Youngstown, Republic Tube or Jones & Laughlin. 2. Copper tubing: Chase, Anaconda, Revere, Mueller, Phelps- Dodge, Reading Tube or Bridgeport. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15410 Page 2 PIPING SYSTEMS 3. Fittings: Aeroquip, Grinnell, Grabler, Stockham, Walworth, Kuhns, Flagg, Fraters, Nibco, Tube Turns, Crane, Anoconda, Chase, Revere, Phelps- Dodge, Bridgeport, Tube Forgings of America, Vogt Acheson, Bonney Forge or. Viega 4. Valves: Crane, Lunkenheimer, Keystone, Jenkins, Walworth, Kennedy, Stockham, Nibco, W -K -M, Milwaukee, Powell, Dezurik, Homestead Red White, Apollo, Valve Corp or Ohio. 5. Gaskets: Crane, Garlock, U.S. Rubber, Anchor, Flexitallic. 6. Strainers: Armstrong, McAlear, Sarco, Hoffman, Crane or Nicholson. 7. Shaped Nipples: Allied or Bonney Forge. 8. Seismic Connection /expansion loops: Metraflex. 2.2 VALVES A. General: Except as otherwise indicated, provide factory - fabricated valves of type, body material, and pressure class indicated. Provide pressure class selected from MSS or ANSI standards based on maximum pressure and temperature in piping system. Except as otherwise indicated, provide valves size same as connecting pipe size, and ends suitable for piping material. B. Gate Valves 1. Packing: Design for repacking under pressure when fully opened. Equip with packing suitable for intended service. Design so back seating protects packing and stem threads from fluid when valve is fully opened. Equip with gland follower. 2. Comply with following standards: Cast iron valves: MSS SP -70; bronze valves: MSS SP -80; Steel valves: ANSI B16.34. 3. For Domestic Water Service: a. Threaded Ends 2" and Smaller: Class 125, bronze body, union bonnet, rising stem, solid wedge. b. Flanged Ends 2 -1/2" and Larger: Class 125, iron body bronze mounted, bolted bonnet, rising stem, OS & Y, solid wedge. c. Solder Ends 2" and Smaller: Class 125, bronze body, screwed bonnet, nonrising stem, solid wedged. C. Globe Valves: 1. Packing: Design for repacking under pressure when fully opened. Equip with packing suitable for intended service. Design so back seating protects packing and stem threads from fluid when valve is fully opened. Equip with gland follower. 2. Composition Discs: Where used, provide suitable material for intended service. For steam throttling service, fit composition disc valve with throttling nut. For metal seated globe valves, provided hardened stainless steel disc and seat ring. 3. Comply with the following standards: a. Bronze valves: MSS SP -80 b. Steel valves: ANSI B16.34 4. For Domestic Water Service: a. Threaded ends 2" and smaller: class 150, bronze body, union bonnet, rising stem, composition disc. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15410 Page 3 PIPING SYSTEMS b. Solder ends 2" and smaller: Class 125, bronze body, screwed bonnet, rising stem, composition disc. c. Flanges ends 2 -1/2" and larger: Class 125, iron body, bolted bonnet, rising stem, OS & Y, renewable seat and disc. 5. Drain Valves For Low Pressure Drainage Service: a. Threaded end 2" and smaller: Class 125, bronze body, screwed bonnet, rising stem, composition disc, 3/4" hose outlet connection. b. Solder ends 2" and smaller: Class 125, bronze body, screwed bonnet, rising stem, composition disc, 3/4" hose outlet connection. D. Swing Check Valves: 1. General: Support hanger pins on both ends by removable side plugs. Design disc and hanger as separate parts, and mount so disc can rotate. 2. Comply with following standards: a. Cast iron valves: MSS SP -71 b. Bronze valves: MSS SP -80 c. Steel valves: ANSI B16.34 3. For Domestic Water Service a. Threaded ends 2" and smaller: Class 125, bronze body, screwed cap, horizontal swing, bronze disc. b. Solder ends 2" and smaller: Class 125, bronze body, screwed cap horizontal swing, bronze disc. c. Flanged ends 2 -1/2" and larger: Class 125, iron body bronze mounted, bolted cap, horizontal swing, cast iron disc. E. Ball Valves: 1. General: Design port area equal to or greater than connecting pipe area (full port), include seat ring designed to hold sealing material. Comply with MSS -SP -61 and nsf -61 for brass valves, MSS SP -72 for cast iron valves, ANSI B16.34 for steel valves. 2. For Domestic Water Service: a. Threaded ends 2" and smaller: Class 125, bronze 2 piece body, bronze ball, bronze stem. b. Solder ends 2" and smaller: Class 125, bronze 2 piece body, bronze ball, bronze stem. 2.3 PIPING MATERIALS A. General: Provide pipe and tube of the type, grade, size and weight (wall thickness or Class) indicated for each service. Comply with governing regulations and industry standards. B. Steel Pipe: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive TEI # 10 -152 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15410 Page 4 PIPING SYSTEMS 1. Black Steel Pipe: ASTM A -53 seamless or A -I20 except comply with ASTM A -53 seamless where close coiling or bending is required. 2. Galvanized Steel Pipe: ASTM A -53 or A -120; except comply with ASTM A -53 where close coiling or bending is required. C. Copper Tube: 1. Copper Tube: ASTM B -88; Type (wall thickness) as indicated for each service; hard -drawn temper, except as otherwise indicated. 2. DWV Copper Tube: ASTM B -306. D. Cast -Iron Pressure Pipe: ANSI A21.12. E. Ductile -Iron Pipe: ANSI A21.51. F. Cast -Iron soil Pipe: 1. Hubless Cast -Iron Soil Pipe: CISPI 301* with neoprene sleeve gasket and stainless steel shield and bands CISPI 310 *. Pipe and fittings to carry the collective trademark of the Cast Iron Soil Pipe Institute. G. DWV Pipe and Fittings: (if permitted by local codes). H. Building drain, waste & vent pipe & fittings shall meet ASTM standards 1. D2665 -00, D3311 -94, F891 for PVC systems. 2. D2661 -81 a, D3311 -94, F628 -81 for ABS systems. 2.4 PIPE/TUBE FITTINGS A. General: Provide factory- fabricated fittings of the type, materials, grade, class and pressure rating indicated for each service and pipe size. Provide sizes and types matching pipe, tube valve, or equipment connection in each case. Where not otherwise indicated, comply with governing regulations and industry standards for selections, and with pipe manufacturer's recommendations where applicable. B. Fittings for Steel Pipe: 1. Cast -Iron Flanged Fittings: ANSI B16.1, Class 125, including bolting. 2. Malleable Iron Threaded Fittings: ANSI B16.3, Class 150; plain or galvanized as indicated. 3. Malleable Iron Threaded Unions: MSS SP -76; selected by installer for proper piping fabrication and service requirements, including style, and connections, and metal -to -metal seats (iron, bronze or brass); plain or galvanized as indicated. 4. Threaded Pipe Plugs: ANSI B16.14. 5. Steel Flanges /Fittings: ANSI B16.5, including bolting and gasketing of the following material group, and connection and facing, except as otherwise indicated. 6. Corrosion - Resistant Cast Flanges /Fittings: MSS SP -5I, including bolting and gasketing. 7. Forged -Steel Socket - Welding and Threaded Fittings: ANSI B16.11, except MSS SP -79 for threaded reducer inserts; rated to match schedule of connected pipe. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15410 Page 5 PIPING SYSTEMS 8. Wrought -Steel Butt- welding Fittings: ANSI B16.9, except ANSI B16.28 for short- radius elbows and returns; rated to match connected pipe. C. Cast -Iron Threaded Drainage Fittings: ANSI B16.22 D. Forged Branch - Connection Fittings: Except as otherwise indicated, provide the type as determined by the installer to comply with installation requirements. E. Pipe Nipples: Fabricated from same pipe as used for connected pipe; except do not use less than Schedule 80 pipe where length remaining unthreaded is less than 1 -1/2 ", and where pipe size is less than 1 -1/4 ", and do not thread nipples full length (no close - nipples). F. Fittings for Copper Tube: 1. Wrought- Copper Solder -Joint Drainage Fittings: ANSI B16.29. 2. Copper -Tube Unions: Provide standard products recommended by the manufacturer for use in the service indicated. G. Fittings for Cast -Iron Soil Pipe: 1. Hubless Cast -Iron Soil Pipe Fittings: CISPI 301 -75; and complying with governing regulations. 2.5 GROOVED PIPING PRODUCTS A. General: Except as otherwise indicated, provide products recommended by the manufacturer for use in the service indicated, as published in the manufacturer's product literature, and complying with one of the following: B. Grooved -End Fittings: Fabricate from malleable iron. C. Pipe Fittings: Comply with ANSI B16.1 for end -to -end and center -to -end dimensions. D. Flanged Fittings: Comply with ANSI B16.1 for bolt -hole dimensioning, materials and flange- thickness. 2.6 MISCELLANEOUS PIPING MATERIALS /PRODUCTS A. Insulating (Dielectric) Unions: Provide standard products recommended by the manufacturer for use in the service indicated, and which isolate ferrous from non - ferrous piping. B. Welding Materials: Comply with Section 2 -C, ASME Boiler Code for welding materials. C. Soldering Materials: 1. Tin - Antimony Solder: ASTM B 32, Grade 95/5 solder water piping. 2. Silver Solder: ASTM B 32, Grade 96.5TS. D. Brazing Materials: Comply with Section 9, ASME Boiler Code for brazing materials. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15410 Page 6 PIPING SYSTEMS E. Gaskets for Flanged Joints: ANSI B16.21; full -faced for cast -iron flanges; raised -face for steel flanges, unless otherwise indicated. F. ABS Solvent Cements: ASTM D -2235. G. PVC Solvent Cements ASTM D -2564 H. Escutcheon Plates: Metal split -ring units, with nickel or chrome plated finish except primed- for - painting finish where painted finish is indicated for adjoining surface. Provide units sized to fit outside of pipe insulation or bare pipe where no covering is indicated. Where sleeves extend above floor finish, provide units with sufficient depth to conceal sleeves. 2.7 FABRICATED ACCESSORIES: Drip -Pans: Provide drip -pans fabricated from corrosion - resistant sheet metal with watertight joints, and with edges turned up 2.5" and reinforce either by structural angles or by rolling over 0.25" steel rod; provide flanges for drain connections. 2.8 HORIZONTAL - PIPING HANGERS AND SUPPORTS A. General: Except as otherwise indicated, provide factory - fabricated horizontal piping hangers and supports of MSS type and size indicated, bolts (if any) and washers; comply with MSS SP -58 and manufacturer's published product information. Where MSS type or size is not indicated, comply with MSS SP -69 and manufacturer's published product information; size hangers and supports properly for piping, including insulation (if any). B. Adjustable Clevis Hanger: MSS Type 1, fabricated from steel. C. Adjustable Band Hanger: MSS Type 7, fabricated from steel. D. Adjustable Swivel -Band Hanger: MSS Type 10. E. Clamp: MSS Type 4. F. Double -Bolt Clamp: MSS Type 3, including pipe spacers. 2.9 VERTICAL - PIPING CLAMPS A. General: Except as otherwise indicated, provide factory - fabricated vertical - piping clamps of type and size indicated; comply with manufacturer's published product information. Where type or size is not indicated, comply with manufacturer's published product information. Size clamps properly for piping, including insulation (if any). B. Two -Bolt Riser Clamp: MSS Type 8. 2.10 HANGER -ROD ATTACHMENTS A. General: Except as otherwise indicated, provide factory- fabricated hanger -rod attachments of type and size indicated; comply with manufacturer's published product information. Where type or size is not indicated, comply with manufacturer's published product information. Size attachments properly for piping, including insulation (if any). MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15410 Page 7 PIPING SYSTEMS B. Turnbuckles: MSS Type 13. C. Weldless Eye -Nut: MSS Type 17. D. Malleable Eye- Socket: MSS Type 14. E. Clevises: MSS Type 14. 2.11 BUILDING ATTACHMENTS A. General: Except as otherwise indicated, provide factory- fabricated building attachments of type and load- rating indicated; comply with manufacturer's published product information. Where type or Toad- rating is not indicated, comply with manufacturer's published product information. Size units for the piping loading. B. Concrete Inserts: MSS Type 18, steel. C. Top Beam C- Clamp: MSS Type 19. D. Steel C- Clamps: MSS Type 23, steel. E. Malleable Iron C- Clamps: MSS Type 23, malleable iron. F. Single -Side Clamp: MSS Type 25. G. Top I -Beam Clamp: MSS Type 25. H. Side Beam Clamp: MSS Type 20. I. Beam Clamp /Eye -Nut: MSS Type 28 J. Wide - Flange Beam Clamp /Eye -Nut: MSS Type 29. K. Beam Clamp /Extension Piece: MSS Type 30. 2.12 SADDLES AND SHIELDS A. General: Except as otherwise indicated, provide factory- fabricated saddles and shields of MSS type and size indicated; comply with MSS SP -58 and manufacturer's published product information. Where MSS type or size is not indicated, comply with MSS SP -69 and manufacturer's published product information. Size saddles and shields for insulation and vapor barrier (if any). B. Protection Saddles: MSS Type 39. C. Protection Shields: MSS Type 40. PART 3 EXECUTION 3.1 INSTALLATION OF VALVES MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive TEI # 10 -152 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15410 Page 8 PIPING SYSTEMS A. General: Except as otherwise indicated, comply with following requirements. 1. Install valves where required for proper operation of piping and equipment, including valves in branch lines where necessary to isolate sections of piping. Locate valves so as to be accessible and so that separate support can be provided when necessary. 2. Install valves with stems pointed up, in vertical position where possible, but in no case with stems pointed downward from horizontal plane unless unavoidable. B. Selection of Valve Ends (Pipe Connections): Except as otherwise indicated, select and install valves with following ends or types of pipe /tube connections: 1. Tube Size 2" and Smaller: Solder -joint valves. 2. Pipe Size 2" and Smaller: One of the following, at Installer's option: threaded valves, buttwelding valves, socket - welding valves, flanged valves, flangeless valves, or single flange valves. 3. Pipe Size 2 -1/2" and Larger: One of the following, at Installer's option: butt- welding valves, socket - welding valves, flangeless valves, or single flange valves. C. INSTALLATION OF PIPE 1. General: Install pipe tube and fittings to achieve Teak proof piping systems, capable of performing indicated service. Install each run with a minimum of joints and couplings, but with accessible unions for disassembly and maintenance/ replacement of valves and equipment. Reduce sizes (where indicated) by use of reducing fittings. Align piping accurately at connections, within 1/16" misalignment tolerance. 2. Comply with ANSI B31 Code for Pressure Piping. Locate piping runs, except as otherwise indicated, vertically and horizontally (pitched to drain) and avoid diagonal runs. Orient horizontal runs parallel with walls and column lines. Locate runs as shown or described by diagrams, details and notations or, if not otherwise indicated, run piping in the shortest route which does not obstruct usable space or block access for servicing the building and its equipment. Hold piping close to wall, overhead construction, columns and other structural and permanent - enclosure elements of the building; limit clearance to 0.5% where furring is shown for enclosure or concealment of piping, but allow for insulation thickness, if any. Where possible, locate insulated piping for 1.0" clearance outside insulation. Wherever possible in finished and occupied spaces, conceal piping from view, by locating in column enclosures, in hollow wall construction or above suspended ceilings; do not encase horizontal runs in solid partitions. D. Electrical Equipment Spaces: Do not run piping through transformer vaults and other electrical or electronic equipment spaces and enclosures: E. Piping System Joints: Provide joints of the type indicated in each piping system. 1. Thread pipe in accordance with ANSI B2.1; cut threads full and clean using sharp dies. Ream threaded ends to remove burrs and restore full inside diameter. Apply pipe joint compound, or pipe joint tape, (Teflon) where recommended by pipe /fitting manufacturer, on male threads at each joint and tighten joint to leave not more than 3 threads exposed. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15410 Page 9 PIPING SYSTEMS 2. Braze copper tube - and - fitting joints where indicated, in accordance with ANSI B31. All underground water lines to have brazed joints. 3. Solder copper tube - and - fitting joints where indicated, in accordance with recognized industry practice. Cut tube ends squarely, ream to full inside diameter, and clean outside of tube ends and inside of fittings. Apply solder flux to joint areas of both tubes and fittings. Insert tube full depth into fitting, and solder in a manner which will draw solder full depth and circumference of joint. Wipe excess solder from joint before it hardens. Notching of copper tubing for connections will not be permitted. 4. Press Connections: Copper press fittings shall be made in accordance with the manufacturer's installation instructions. The tubing shall be fully inserted into the fitting and the tubing marked at the shoulder of the fitting. The fitting alignment shall be checked against the mark on the tubing to assure the tubing is fully engaged (inserted) in the fitting. The joints shall be pressed using the tool approved by the manufacturer. F. Weld pipe joints in accordance with ANSI B3I and as follows: 1. Weld pipe joints only when ambient temperature is above 0 degrees F where possible. 2. Bevel pipe ends at a 37.5 degree angle where possible, smooth rough cuts, and clean to remove slag, metal particles and dirt. 3. Install welding rings for buttwelded joints, sizes, 6" and larger. 4. Use pipe clamps or tack -weld joints with 1.0" long welds; 4 welds for pipe sized to 10 ", 8 welds for pipe sizes up to 20 ". 5. Build up welds with a stringer -bead pass, followed by a hot pass, followed by a cover or filler pass. Eliminate valleys at center and edges of each weld. Weld by procedures which will ensure elimination of unsound or unfused metal, cracks, oxidation, blow -holes and non - metallic inclusions. 6. Do not weld -out piping system imperfections by tack - welding procedures; refabricate to comply with requirements. 7. Install forged branch - connection fittings wherever branch pipe is indicated, or install regular "T" fitting (at Contractor's option). 8. Install forged branch - connection fittings wherever branch pipe is of size smaller than main pipe is indicated, or install regular "T" fitting (at Contractor's option). G. Flanged Joints: Match flanges within piping system, and at connections with valves and equipment. Clean flange faces and install gaskets. Tighten bolts to provide uniform compression of gaskets. H. Hubless Cast -Iron Joints: Comply with CISPI Standard HSN -75. I. Grooved Pipe Joints: Comply with fitting manufacturer's instructions for making grooves in pipe ends. Remove burrs and ream pipe ends. Assemble joints in accordance with manufacturer's instructions. J. Insulating (Dielectric) Unions: Comply with manufacturer's instructions for installing unions. Install unions in a manner which will prevent galvanic action and stop corrosion where the joining of ferrous and non - ferrous piping is indicated. K. Install drainage piping (perforated, porous or tile) from lowest end of slope to highest, solidly bedded in filtering or drainage fill. Shape bed for bells of piping (if any). Place MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive TEI # 10 -152 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15410 Page 10 PIPING SYSTEMS bells /hubs and grooved ends of units upstream. Lay perforated pipe with perforations down. L. Solvent Weld (PVC): As recommended by manufacturer. M. All piping subject to expansion and contraction shall be arranged with flexibility to prevent exceeding allowable stresses in pipe, valves, or connected equipment. 3.2 INSTALLATION OF MANUFACTURED PRODUCTS A. Escutcheons: Install escutcheon plates at pipe sleeves where piping is exposed to view in occupied spaces of the building, on the exterior, and elsewhere as indicated. 3.3 INSTALLATION OF HANGERS AND SUPPORTS A. General: Install hangers, supports, clamps and attachments to support piping properly from building structure. Arrange for grouping of parallel runs of horizontal piping to be supported with maximum spacings. Where piping of various sizes is to be supported together by trapeze hangers, space hangers for smallest pipe size or install intermediate supports for smaller diameter pipe. Support spacing shall be in accordance with maximum spacing listed on table at the end of this section. Do not use wire or perforated metal to support piping, and do not support piping from other piping. 1. Install hangers and supports complete with necessary inserts, bolts, rods, nuts, washers and other accessories. Except as otherwise indicated for exposed continuous pipe runs, install hangers and supports of same type and style as installed for adjacent similar piping. 2. Support fire -water piping independently of other piping. 3. Prevent electrolysis in support of copper tubing by use of hangers and supports which are copper plated, or by other recognized industry methods. B. Provisions for Movement: Install hangers and supports to allow controlled movement of piping systems and to permit freedom of movement between pipe anchors, and to facilitate action of expansion joints, expansion loops, expansion bends and similar units. C. Load Distribution: Install hangers and supports so that piping live and dead loading and stresses from movement will not be transmitted to connected equipment. D. Insulated Piping: Comply with the following installation requirements. 1. Clamps: Attach clamps, including spacers (if any), to piping with clamps projecting through insulation; do not exceed pipe stresses allowed by ANSI B31. 2. Shields: Where low- compressive- strength insulation or vapor barriers are indicated on cold water piping, install coated protective shields. For pipe 8" and over, install wood insulation saddles. Secure all shields to insulate piping with 3M Super 77 Spray Adhesive 3. Saddles: Where insulation without vapor barrier is indicated, install protection saddles. 3.4 INSTALLATION OF PIPE HANGERS MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15410 Page 11 PIPING SYSTEMS A. General: Space hangers and supports to prevent sagging and reduce strain on valves and specialties with spacing no greater and rod no smaller than shown in the following table. Hangers shall allow for expansion and contraction. 1. Ferrous piping and copper tubing: Diameter of Piping Maximum Spacing Rod Size 1/2" through 1 -1/2" 6 ft. 3/8" 2" through 3" 10 ft. 1/2" 4" through 5" 12 ft. 5/8" 6" and larger 16 ft. 3/4" 2. Cast iron piping: A. Above grade Diameter of Piping Maximum Spacing Rod Size 2" and 3" 4" and 5" 6" and 8" 10" and 15" Each Joint 3/8" Each joint 1/2" Each joint 3/4" (two hangers) 3/4" 3. ABS, PVC, and CPVC piping: A. Above grade Diameter of Piping Maximum Spacing Rod Size 2" and 3" 4" and 5" 6" and 8" 10" and 15" 4. Below Grade Piping: 4 ft. 3/8" 4 ft. 1/2" 4 ft. 5/8" 4 ft. (two hangers) 3/4" A. Support piping from under side of slab for all structural slabs and pile supported slabs. Pipe Hangers are to be provided for structural slabs and pile supported slabs. 1. Hangers to be 'A" steel with galvanized or tar coating. '/4' steel to be wrapped around pipe and bent over slab reinforcing. 2. Hanger spacing shall be per above tables. 3. Multiple hangers as required to support multiple joints. 4. Backfill directly over under slab piping supported by pipe hangers to be loose fill. B. Painting of Base Supports: Refer to painting work sections of these specifications. 3.5 ADJUSTMENT OF HANGERS AND SUPPORTS: Adjust hangers and supports and place grout as required under supports to bring piping to proper levels and elevations. 3.6 INSTALLATION OF SEISMIC /EXPANSION JOINTS MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15410 Page 12 PIPING SYSTEMS A. General: Install at all pipe penetrations between seismic walls as identified on architectural and /or structural plans. 3.7 CLEANING, FLUSHING, INSPECTING A. General: Clean exterior surfaces of installed piping systems of superfluous materials, and prepare for application of specified coatings (if any). Flush out piping systems with clean water before proceeding with required tests. Inspect each run of each system for completion of joints, supports and accessory items. 1. Inspect pressure piping in accordance with procedures of ANSI B3I. 3.8 PIPING TESTS A. General: Test pressure piping in accordance with ANSI B31. Provide temporary equipment for testing, including pump gauges. Test piping system before insulation is installed wherever feasible, and remove control devices before testing. Test each natural section of each piping system independently, but do not use piping system valves to isolate sections where test pressure exceeds valve pressure rating. Fill each section with water and pressurize for the indicated pressure and time. 1. Required test period is 2 hours. 2. Test long runs of Schedule 40 pipe at I50 psi, except where fittings are lower Class or pressure rating. 3. Test each piping system at 150% of operating pressure indicated, but not Tess than 25 psi test pressure. 4. Observe each test section for leakage at end of test period. Test fails if leakage is observed or if pressure drop exceeds 5% of test pressure. B. Failure Repairs: Repair piping systems sections which fail the require piping test, by disassembly and reinstallation, using new materials to the extent required to overcome leakage. Do not use chemicals, stop -leak compounds, mastics, or other temporary repair methods. C. Drain: Drain test water from piping systems after testing and repair work that has been completed. END OF SECTION 15410 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15460 FUEL GAS PIPING & EQUIPMENT PART1 GENERAL 1.1 DESCRIPTION A. General: Provide all fuel gas piping, regulators, safety controls, gas flues and accessories for gas fired water heaters, bakery ovens, pizza ovens, radiant heaters, rooftop HVAC units and any other gas equipment as shown on the plans. B. Gas Company Conatact and coordination C. General Requirement: Conform to Division 1. 1.2 SUBMITTALS: Items for which submittal requirements, specified elsewhere, are as follows: A. Product Data 1. Pipe and Fittings 2. Regulators 3. Safety Controls 4. Sealants 5. Protective Tape B. Certificate of Compliance 1. U.L. /U.L.C. 2. CSA 3. ASHRAE Standard 90 PART 2 PRODUCTS 2.1 PIPING MATERIALS A. General: Comply with Sections 15050 and 15410. B. Materials: Provide products complying with ANSI Z 223.1 "National Fuel Gas Code" (NFPA Standard No. 54), where type is not indicated. C. Fuel Gas Piping 1. Pipe Size 1 -1/2" and Smaller: Black steel pipe of sizes indicated. a. Pipe Weight: Standard weight b. Fittings: Class 150 malleable iron threaded. c. Fittings: Wrought steel buttwelding (Contractors Option). 2. Pipe size 2" and larger: Black steel pipe of sizes indicated. a. Pipe Weight: Standard weight b. Fittings: Wrought steel buttwelding. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15460 Page 2 FUEL GAS PIPING & EQUIPMENT 2.2 FUEL GAS PIPING EQUIPMENT AND ACCESSORIES A. General: Provide factory- fabricated gas piping equipment and accessories of sizes and types indicated. Comply with applicable standards and installation requirements. Provide sizes, types and materials which mate and match piping and equipment connections. 2.3 PIPING ISOLATION PRODUCTS A. Piping Isolators: Provide products complying with the applicable requirements of Sections 15050 and 15410. 2.4 PIPE SYSTEM PAINTING: A. Where gas piping is installed above the building roof or is otherwise exposed to weather, clean the pipe and fitting surfaces for painting included in Section 09900 "Painting ". At project completion, verify that no gas piping above the roof remains unpainted. 2.5 SEISMIC REQUIREMENTS A. For all locations in California, Oregon, Washington, Idaho, Nevada, Utah, Georgia, British Columbia and other locations as indicated on plans provide ASCE certified seismic gas shutoff valve on main gas line to building. B. For all locations in California, Oregon, Washington, Idaho, Nevada, Utah, Georgia, British Columbia and other locations as indicated on plans provide seismic bracing for all gas piping over 2.5" in diameter. C. For all interior gas fired equipment provide approved flexible gas pipe connection from drip leg tee to each piece of equipment. PART 3 EXECUTION 3.1 PRE INSTALLATION REQUIREMENTS A. Notiry gas utility provider of changes to gas system or new gas system. Provide gas load values for new gas fired equipment. B. Coordiante with gas compay for new gas service or verify existing gas meter is adequate for new gas load or coordinate with gas utiiy for replacement of meter. C. Verify gas delivery pressure and coordinate with gas utility company as necessary to interface gas piping with gas service supply work. 3.2 INSTALLATION OF PIPING SYSTEM A. General: Comply with Sections 15050 and 15410. Install piping products in accordance with manufacturer's written instructions, with applicable installation requirements of ANSI Z 223.1, and the Uniform Plumbing Code. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15460 Page 3 FUEL GAS PIPING & EQUIPMENT B. Sealants: Use sealants on metal gas piping threads which are chemically resistant to LP and natural gas. Use sealants sparingly and apply to only male threads of metal joints. C. Grounding: Ground gas piping electrically and continuously within project, and bond tightly to grounding electrode. Buried bare metal piping is acceptable as a grounding electrode. D. Drip -legs: Install drip -legs in gas piping at each piece of equipment and each vertical rise in piping. Install "Tee" fitting with bottom outlet plugged, or capped, at bottom of pipe risers. E. Insulating Coupling: Use insulated couplings where dissimilar metals are joined underground. 3.3 EQUIPMENT CONNECTIONS A. General: Connect fuel gas piping to equipment in manner shown; comply with equipment manufacturer's instructions where not otherwise indicated. B. Gas Pressure Reducing Valves: When gas delivery pressure exceeds 9" W.C. all gas fired equipment shall be equipped with pressure reducing valves. 3.4 PIPING ISOLATION: Install piping isolators in accordance with Section 15050 and 15410. 3.5 FIELD QUALITY CONTROL: Fuel Gas Piping Tightness Test: Prior to initial operation, test and purge fuel gas piping in accordance with ANSI Z 223.1, "National Fuel Gas Code and the Uniform Plumbing Code." 3.6 PROJECT CLOSE OUT: Provide Test Data, Operating and Maintenance Manuals, Certificates, Guarantees and Perform Tests and Demonstrations required in Section 15010. END OF SECTION 15460 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15460 Page 4 FUEL GAS PIPING & EQUIPMENT (Blank Page) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15732 ROOFTOP AIR CONDITIONERS AND UNIT HEATERS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes rooftop Heating, Ventilation, & Air Conditioning (HVAC) Equipment units, gas unit heaters and HVAC Supply / Return Duct Drops. 1.3 VENDOR DESCRIPTIONS A. Costco has established national purchase agreements with several equipment and duct/diffuser manufacturers for Rooftop Heating and Air Conditioning units, unit heaters, and controls package. These are Supplied by Owner Installed by Contractor (SOIC) 1. The Mechanical Contractor shall not include HVAC equipment or controls and duct/diffuser packages marked as owner supplied on the bid drawings supplied by the architect in his bid. 2. Contact the MulvannyG2 project manager for your project or Costco Wholesale (Les Perry 425 - 481 -7056) for instructions on who to direct questions regarding HVAC equipment or duct/diffuser packages to. 3. HVAC Unit Sizes and capacities shall be as shown in the Mechanical Equipment Schedule on the drawings. B. Costco has established national purchase agreements with several Cosmetic HVAC Screen manufacturing companies. These are Supplied and Installed by Owner (S.I.O.) in the U.S.A. Outside of the U.S.A. (Canada, Mexico) these items are Supplied by Owner Installed by Contractor (SOIC) C. The Owner will deliver rooftop HVAC units, and Supply / Return Duct Drops to the jobsite for installation by Contractor as part of the work. Jobsite responsibilities are described in "Part 3 Execution" below. 1.4 SUBMITTALS: A. Submittals will be made directly by the vendors, with copies sent to the Contractor and to the Architect. 1. Shop Drawings: Drawings will indicate components, dimensions, required clearances, and locations and sizes of field connections. 2. Product Data: Product data will include rated capacities, weights and loadings, accessories and electrical requirements. 1.5 DELIVERY, STORAGE AND HANDLING A. Provide support systems to receive Owner - supplied Air Handling Equipment. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15732 Page 2 ROOFTOP AIR CONDITIONERS AND UNIT HEATERS 1. Owner will arrange and pay for HVAC Equipment delivery according to Contractor's Construction Schedule. 2. If equipment arrives on the site damaged, defective, or incomplete, immediately notify Owner, who will arrange for replacement. 3. Owner will arrange for HVAC Equipment manufacturer's field services. 4. Contractor is responsible for receiving, unloading, and handling Owner- furnished items at Project site. 5. Contractor is responsible to protect HVAC Equipment from damage during site storage and handling, including damage due to exposure to the elements. Leave factory- shipping covers in place until installation. 6. If HVAC Equipment is damaged as a result of operations under Contractor's control, Contractor shall repair or replace the damaged equipment. B. Comply with manufacturer's installation instructions for rigging, unloading, and handling units. 1.6 WARRANTIES A. HVAC Parts Warranty: The Owner's purchase agreement with the HVAC equipment manufacturer includes a two -year parts warranty for all rooftop HVAC units, including integral refrigeration equipment, supply and return fans, sensors and programmable thermostats, and other parts, equipment, controls, and materials supplied by them. The manufacturer maintains a parts and service center in proximity to each location where their equipment is installed. B. HVAC Labor warranty on rooftops sensors and programmable thermostats is provided by Mechanical Contractor 1.7 OPERATION AND MAINTENANCE DATA AND SERVICE A. Vendor will submit two (2) copies of Operation and Maintenance Manuals directly to the Architect. Manuals will conform to the requirements included in Division 1 Section "Closeout Procedures." B. HVAC Service Provider Information 1. The Owner arranges and pays for first -year maintenance from an HVAC Service Provider. The Service Provider is under contract to maintain HVAC units, refrigeration equipment, exhaust fans, HVAC and refrigeration building control systems, thermostats and make filter changes a. The Warehouse Manager will be furnished with the name, address, telephone number, and contact person of the Service Provider in case of emergency, or malfunction of HVAC rooftop equipment, refrigeration equipment or exhaust fans. 2. After a Provider's service call or normal routine maintenance, the Provider will submit copies of Service Work Orders to the Warehouse Manager, Emily Riel, Corporate Purchasing at Costco Warehouse Home Office, and to the HVAC Equipment Manufacturer, explaining all work performed in detail and noting any unusual circumstances. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15732 Page 3 ROOFTOP AIR CONDITIONERS AND UNIT HEATERS 1.8 REGULATORY REQUIREMENTS A. Units are U.L. listed and labeled, classified in accordance to ANSI Z21.47/UL1995 for construction of packaged air conditioner. Conform to Canadian Standards Association (CAN /CSA -2.3 /CAN /CSA C22.2 #236) for construction of packaged air conditioner. PART 2 - PRODUCTS 2.1 ROOFTOP HEATING, VENTILATING AND AIR CONDITIONING UNITS (S.O.I.C.): A. Supplied by the Owner, installed by Contractor as part of this work, Rooftop Heating, Ventilating and Air Conditioning Units will conform to the descriptions listed below. B. General Unit Description 1. HVAC Units will be combination gas heat /electric cooling packages scheduled on the drawings. Units will include insulated weather -tight casing with compressors, air cooled condenser coil, condenser fans, evaporator coil, return air filters, supply motors and drives, unit controls and gas fired heating section. 2. Unit (s) will be fully charged with refrigerant, and either 100% factory run - tested or will be run - tested at job site by the manufacturer. 3. Units will have labels, decals, and tags to describe service and indicate caution areas. 4. Internal unit wiring will be colored and numbered for identification. C. Unit Casing 1. Cabinet: Galvanized steel, phosphatized, and finished with an air -dry paint coating with removable access panels. Structural members shall be 16 gauges with access doors and removable panels of minimum 20 gauges. Units cabinet surface shall be tested 1000 hours in salt spray test in compliance with ASTM 8117 2. Cabinet construction allows for all service /maintenance from one side of the unit. 3. Cabinet top cover shall be one piece construction or where seams exist, it shall be double hemmed and gasket sealed. 4. Access panels: Water and air tight panels with handles provide access to filters, heating section, return air fan section, supply air fan section, evaporator coil section, and unit control section. 5. Unit's base pans have a raised 1 -1/8 inch high lip around the supply and return openings for water integrity. 6. Insulation: 1/2 inch thick coated fiberglass insulation on all exterior panels in contact with the return and conditioned air stream. 7. Provide 115 volt convenience outlet, factory- installed and powered, per NEC requirements 8. The base of the unit has provisions for forklift and crane lifting. D. Air Filters: Factory installed filters are mounted integral within the unit and accessible through access panels. Units will be shipped with two -inch thick glass fiber disposable media filters. E. Fan Motors: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15732 Page 4 ROOFTOP AIR CONDITIONERS AND UNIT HEATERS 1. Provide evaporator fan section with forward curved, double width, double inlet, centrifugal type fan. 2. Provide self - aligning, grease lubricated, ball or sleeve bearings with permanent lubrication fittings. 3. Provide units 12 1/2 tons and above with belt driven, supply fans with adjustable motor sheaves. 4. Outdoor and Indoor Fan motors shall be permanently lubricated and have internal thermal overload protection. 5. Outdoor fans shall be direct drive, statically and dynamically balanced, draw through in the vertical discharge position. 6. Provide shafts constructed of solid hot rolled steel, ground and polished, with key- way, and protectively coated with lubricating oil. F. Gas Fired Heating Section 1. Heating system is factory assembled and installed integral to unit, with UL or CSA approval. Heating section shall be factory run tested prior to shipment. 2. Gas Burner is forced combustion type power burner, negative pressure gas valve, manual shut -off, hot surface ignition, and flame sensing safety control. 3. Gas Burner Safety Controls test for combustion air prior to ignition, and perform continuous flame supervision. Upon a failure to ignite, two attempts of ignition will occur before lockout of the ignition system. 4. Combustion blower is centrifugal type fan with built -in thermal overload protection on fan motor. 5. Drum and tube heat exchanger has free floating design, manufactured from 18- gauge aluminized steel. 6. High temperature limit controls shut off gas flow in the event of excessive temperatures resulting from restricted indoor airflow or loss of indoor airflow. G. Evaporator Coil 1. Coil is copper tubing with mechanically bonded aluminum fin surface. 2. Each refrigeration circuit has an independent expansion device, pressure tested to 450 psig and leak tested at 200 psig. 3. Coil base has PVC or galvanized steel drain pan external connections. H. Condenser Section: Section has vertical discharge, direct drive fans with aluminum blades, statically balanced. Motors are permanently lubricated, with integral thermal overload protection in a weather tight casing. Provide internally finned seamless copper tube mechanically bonded to configured aluminum fins. Factory pressure test to 450 psig. I. Refrigeration System 1. Scroll Compressor has direct drive operating at 3600 rpm, with integral centrifugal oil pump, inlet dirt separator, rolling element bearings, crankcase heater, completely enclosed compression chamber with no leakage paths, scrolls have the ability to separate allowing liquid refrigerant and dirt to pass through with out damaging the compressor. Suction gas cooled motor has over - temperature and over - current protection. 2. Compressor is manufactured by the HVAC unit manufacturer. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15732 Page 5 ROOFTOP AIR CONDITIONERS AND UNIT HEATERS 3. Units have standard cooling capabilities down to 9 degrees F., unless manufacturer has furnished unit with low ambient controls to allow for operation down to 0 degrees F. Where low ambient accessory is field installed, the manufacturer will provide a factory authorized serviceman who will assure proper installation and operation. 4. System has thermostatic temperature control in the compressor windings to protect against excessive temperatures, high and low pressure conditions. 5. Units have two refrigerant circuits(s), factory supplied piped with liquid line filter drier, suction and liquid line Schraeder valves. J. Outdoor Air Section 1. Section has factory installed, fully integrated 100% modulating outside air economizer with unit return and barometric relief air dampers. Unit operation is through primary temperature controls that automatically modulate dampers to maintain space temperature conditions. 2. Included is economizer with automatic outdoor enthalpy control and automatic differential enthalpy control, and adjustable minimum position control located in the economizer section. 3. Outside air damper has spring return motor for closure during unit shutdown or power interruption. K. Operating Controls 1. Unit - mounted Control Microprocessor (UCM), when used with an electronic zone sensor, provides proportional integral room control. UCM performs all unit functions by making all heating, cooling and ventilating decisions through resident software logic. 2. Indoor evaporator defrost control, to prevent compressor slugging by interrupting compressor operation, is factory installed. L. Staging Controls are NEC Class II, adjustable zone controls to control compressor states and supply fan to maintain zone temperature setting. M. Building Management System 1. Interface control module to Energy Management System is furnished and mounted by rooftop HVAC Vendor. 2. Control Functions include unit scheduling, occupied /unoccupied mode, start-up and coast -down modes, nighttime free -cool purge mode, demand limiting, night setback, discharge air set point adjustment, timed override, alarm shutdown and with modem to provide remote dial in and dial out capabilities. 3. Diagnostic Functions include supply fan status, cooling circuit status, and a field supplied and installed sensor to provide airflow failure, zone sensor failure, high temperature, outdoor air sensor failure, local cool /heat setpoint failure, compressor lockout and minimum position potentiometer failure. 4. Control capabilities include Boolean Processing and trend logs as well as "templated" reports and logs, N. Unit Performance: See mechanical schedules for performance and efficiencies 2.2 ROOF CURB MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15732 Page 6 ROOFTOP AIR CONDITIONERS AND UNIT HEATERS A. Roof Curbs for installation on Pre - Engineered Metal Buildings: Specified in Division 13 "Pre- Engineered Metal Building." Where other roof systems are used, see Division 7 "Roof Curbs and Accessories." B. Curb shall be manufactured in accordance with the National Roofing Contractors Association guidelines. 2.3 GAS -FIRED UNIT HEATERS (S.O.I.C.) A. AGA Approval: Designed and certified by and bearing label of American Gas Association. B. Type of Gas: Designed and built to burn natural gas with characteristics same as those of gas available at Project site. C. Venting: Powered separated combustion. D. Housing: Steel, with inserts for suspension mounting rods. E. External Casings and Cabinets: Baked enamel over corrosion- resistant- treated surface. F. Heat Exchanger: Aluminized steel. G. Burners: Aluminized steel with stainless -steel inserts. H. Unit Fan: Propeller fan with aluminum blades dynamically balanced and resiliently mounted. I. Motors: Totally enclosed with internal thermal - overload protection and complying with Division 15 Section "Motors." J. Controls: Regulated redundant 24 -V ac gas valve containing pilot solenoid valve, electric gas valve, pilot filter, pressure regulator, pilot shutoff, and manual shutoff all in one body. K. Ignition: Electronically controlled electric spark with flame sensor. L. Discharge Louvers: Independently adjustable horizontal blades. M. Power Venter: Centrifugal aluminized -steel fan, with stainless -steel shaft; 120 -V ac motor. N. Concentric, Terminal Vent Assembly: Combined combustion -air inlet and power -vent outlet. Include adapter assembly for connection to inlet and outlet pipes, and flashing for wall or roof penetration. PART 3 - EXECUTION 3.1 STRUCTURAL SUPPORT: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15732 Page 7 ROOFTOP AIR CONDITIONERS AND UNIT HEATERS A. Visually inspect the building structure to verify roof support framing is in place for each rooftop HVAC unit. In the event roof structure does not appear to be adequate to support the HVAC weight, immediately contact the Architect for instructions. 3.2 INSTALLATION: A. Install HVAC equipment in conformance to manufacturer's instructions. 1. Check level of rooftop curbs. 2. Hoist and place units onto curbs. 3. Set units level and plumb, maintaining manufacturer's recommended clearances. 4. Coordinate installation of disconnect switches and electric power wiring by the electrical contractor. 5. Assemble and install supply /return duct drops, ductwork and diffusers for units. Mount economizer, connect economizer electrical plugs and ready the economizer for operation. 6. Install all field installed accessories for rooftop HVAC equipment as identified in vendor submittals. Below is a list of field installed accessories that if provided, shall be the responsibility of the installing HVAC contractor. a. Units 3 tons and under: Filter frame (filter not included) 0 -25% Manual fresh air damper Crank case heater Evaporator defrost control Low fire conversion kit Programmable Thermostat b. Units above 3 tons High static drive kits c. Make up air units Non fuse disconnect 115 volt convenience outlet Fill and drain kit Interlock relay d. Indoor Gas Hating units Down Discharge Nozzle Thermostat Vertical concentric vent kit Vent cap Reducer e. Economizer Set -up: 1) Remove the filter /fan compartment access panel. 2) Remove the lower screws in the end panel. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive TEI # 10 -152 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15732 Page 8 ROOFTOP AIR CONDITIONERS AND UNIT HEATERS Note: Do not remove the three (3) screws in the upper row of the end panel. 3) Grasp the bottom of the end panel and pull the economizer assembly outward into the operating position, as illustrated with the arrow in vendor information. 4) Remove approximately 3" of gasket material from the bottom of each corner post to expose the holes used to attach the economizer assembly to the unit. 5) With the screws provided, secure both sides of the economizer assembly by inserting the screws, through the clearance holes in the bottom of the corner post into the engagement holes in the economizer assembly. 6) From inside the evaporator fan compartment, remove the following parts: a) block -off angle (located underneath the evaporator fan assembly) b) plastic bag containing: 1. One tube of sealant 2. Screws 3. Barometric relief hood f. The barometric relief hood ships in two (2) sections and is secured with brackets. g. Using the sealant that shipped with the economizer, seal along each side, bottom, and any other areas that could be a potential air leak. h. Replace the filter /fan access panel. i. Complete the setup and checkout procedures in the "Final Economizer Setup" section of the IOM. B. Check HVAC Unit Casing prior to start-up 1. Verify all Unit Casing fasteners are in place and properly tightened. 2. Verify no conditioned air is leaking to the outside around the base of the AC unit or through the housing due to loose or missing fasteners. C. Meet all local control wiring and installation code requirements. Verify electric wiring installation is in accordance with manufacturer's submittal and installation requirements of Division 16 sections. Do not proceed with equipment start-up until wiring installation is acceptable to equipment installer. D. Prepare and submit forms included in at the end of this section, and coordinate with electrical contractor to assure power wiring to automation and lighting panels is completed prior to start up request. E. On projects where new and /or modified HVAC units are only controlled by programmable thermostats, furnish and install all low voltage control wiring to programmable thermostats. Make no modifications to an existing Building Management System (BMS). F. Have filters in place before starting any HVAC or air - moving unit. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive TEI # 10 -152 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15732 Page 9 ROOFTOP AIR CONDITIONERS AND UNIT HEATERS G. Have HVAC units serving the Main Sales completely installed and operating 4 weeks prior to scheduled store opening. 3.3 FINAL CLEANING AND ADJUSTING: A. Thoroughly clean plenums and casings. Remove debris, small particles, rubbish and dust from ducts before installing and making final duct connections. B. Wipe equipment clean, removing all traces of oil, dust, dirt, and paint spots. C. Keep temporary filters in all fans operated during construction. D. Clean outdoor coils prior to warehouse opening. E. Lubricate bearings with oil or grease recommended by the manufacturer, and adjust belts to proper tension. F. Adjust control valves and other miscellaneous equipment to settings indicated or directed. G. Adjust fans to speeds indicated by the manufacturer to meet specified conditions, ready for air balancing. H. After construction dirt has been removed from the building, and before warehouse opening, install new 2 -inch pleated, 40% filters. 3.4 HVAC START UP, TESTING, AND WARRANTY A. Complete installation and startup of Main sales Rooftop units 6 weeks prior to scheduled store opening. B. Notify HVAC Vendor's representative at least two weeks in advance of the required startup date. 1. Use the checklists "Form No. 1 - NC Pre -Start up Check List" at the end of this section to coordinate field installation requirements. 2. Complete and forward the checklists to the Architect and to the HVAC Vendor at the time of two -week advance notice. 3. If the Contractor has not completed the work items included in the checklists prior to requesting startup by the HVAC Vendor, costs associated with rescheduling will be charged back to the Contractor. C. Complete startup, checkout, and Owner training are the responsibility of the HVAC Vendor. The HVAC Vendor will do HVAC equipment startup, coordinate the BMS startup, and train the Owner /Warehouse Manager. D. After startup and checkout is complete, an HVAC Service Provider is under contract with the Owner to maintain HVAC units, refrigeration equipment, exhaust fans, HVAC and refrigeration building control systems, thermostats and make filter changes. 3.5 PROJECT CLOSE -OUT: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15732 Page 10 ROOFTOP AIR CONDITIONERS AND UNIT HEATERS A. Provide Test reports, copies of completed checklists "Form No. .1 - A/C Pre -Start up Check List" and "Form No., Certificates of Approval and /or Completion; and As -Built Drawings per Section 15010. B. Verify HVAC Vendor has submitted written guarantees and warranties; together with Operating and Maintenance Manuals described above in "Part 1 General Conditions," MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15732 Page 11 ROOFTOP AIR CONDITIONERS AND UNIT HEATERS APPENDIX Costco Wholesale Stores Project Date Completing Forms These forms are to be completed by the installing Contractor when applying power to Rooftop Air Conditioners and /or when installing BMS 100 Automation Systems prior to start -up. Disposition One copy of these forms should be submitted to Costco and one copy submitted to Vendor's Seattle Washington office. Form No. 1 A/C Pre -Start Up Check List This form is to be completed by the installing Contractor when applying power to Rooftop Air Conditioners. AC # I. GENERAL: Unit Voltage: Rated V, Actual V V V II. EQUIPMENT A. Supply Fan (Initial) All shipping hold down straps, bolts, and channels have been removed. Sheave alignment has been checked and adjusted. Belt tension has been checked and adjusted. Fan sheave is tight to shaft. Motor sheave is tight to shaft and sheave adjustment is tight. Fan rotation checked. B. Condenser Fans (Initial) Fan blades are tight to motor shafts. When rotated by hand, fans rotate freely without binding or noise. C. Compressors (Initial) Refrigerant piping is free of cracks, crimps or bends. No sign of loss of refrigerant or coil. Condensate drain traps installed and operational. Crankcase heaters operational 12 hours prior to start-up. The undersigned certified that the above work has been checked and adjusted and that the system is operational. By: Date: Firm: END OF SECTION 15732 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15732 Page 12 ROOFTOP AIR CONDITIONERS AND UNIT HEATERS (Blank Page) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15880 AIR DISTRIBUTION SYSTEM PART1 GENERAL 1.1 DESCRIPTION A. General: Provide all sheet metal work, air terminals and accessories. B. Conform to General Requirements and to Division 1. 1.2 SUBMITTALS: Items for which submittal requirements, specified elsewhere, apply are as follows: A. Shop Drawings 1. Air Conditioning Unit Installation 2. Ductwork Installation B. Product Data 1. Air Terminals 2. Terminal Boxes 3. Flexible Duct 4. Duct Liner 5. Dampers 6. Access Door and Hardware 7. Fire Dampers 1.3 SHEETMETAL: Unless specified otherwise, all sheetmetal shall be galv steel; Bethlehem, U.S. Steel, Youngstown or Republic Steel mfr. Galvanized steel shall be G -60 min., LFQ Chemtreat. 1.4 DUCT CONSTRUCTION A. All ductwork shall be galvanized steel unless otherwise noted. B. Comply with SMACNA Duct Construction Standards, Metal and Flexible Current Edition as required, with additional requirements and modifications specified herein. 1.5 RIVETING: Unless sheetmetal screws are called for, use rivets for attachment purposes for sheetmetal; blind rivets, where required, United Shoe "Pop ", Duro Dyne "Pinriveter ", or Cherry "Commercial ". 1.6 ROUTING OF DUCTWORK: Avoid all major structural supports, and coordinate all work with work of other trades. 1.7 OFFSETS IN DUCTWORK: Ductwork shall run straight from equipment to an architectural finish with no offsets. Drawings do not show all offsets which may be required. Make offsets with fittings above ceilings, behind walls or in roof structure with as small an angle of offset as possible; do not use square corner inserts, unless specifically shown. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive TEI # 10 -152 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15880 Page 2 AIR DISTRIBUTION SYSTEM 1.8 FLEXIBLE CONNECTIONS AT FANS: At each sheetmetal connection to a fan; Ventfabrics, Inc. "Ventglas ", or Duro Dyne "EXCELON"; fireresistive; clamped and sealed to duct and to fan. 1.9 SIZES SHOWN FOR ACOUSTIC -LINED DUCTS: Are net, inside the lining. 1.10 COLLARS: Where an exposed duct passes through a wall, slab, or ceiling a 1" wide 18 -gage angle with mitered corners shall be fastened to the building on each exposed face. PART2 PRODUCTS 2.1 SHEETMETAL WORK, LOW PRESSURE, GENERAL A. Scope: Provide all low pressure sheetmetal work. B. Duct Construction: Comply with SMACNA Duct Construction Standards, 2" W.G. Static Pressure Class, Seal Class C. C. Seams: Do not use standing S- cleats or welded seams, or standing seams, except standing seams are permitted on plenums where seams are equipped with full length rolled steel backing angles. Button punch snap -lock seams made on Lockformer tools will be acceptable, where Pittsburgh seams are called for. D. Diagonal Creasing: On all panels wider than 18 ". E. Elbows: Inside radius equal to maximum width of elbow wherever possible. F. Turning Vanes: Double Vane Type: Comply with SMACNA Duct Construction Standards. Single Vane Type: Comply with SMACNA Duct Construction Standards. G. Sheetmetal Connections to Building Construction: Use steel angles, riveted to the sheetmetal and bolted using expansion shells or expansion bolts to the building surface with compressible glass fiber under the angle; angles, same as for bracing; 1" x 1" x 1/8" minimum. H. Access Doors and Frames 1. General: Include access door wherever access to ducts or plenums is necessary for reaching equipment; double construction, tight fitting, hinged, with latch, insulation or sound lining equivalent to that of the duct; steel angle frame. 2. Access Door Sizes: In general, 18" x 24" or 18" x 36 "; into plenums; for access to coils or dampers, 12" x 16" minimum size. 3. Latches: Die -cast, Ventfabrics No. 100 for doors 1' -0" high or smaller; Cat No. 260 for up to 3' -0" height; Cat. No. 310 for larger, and use two. I. Duct Lining: See Section 15250. J. Transverse Joints: 1. Ductmate or WDCI proprietary duct connection systems will be accepted. Ductwork constructed using these systems will refer to the manufacturers MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10-152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15880 Page 3 AIR DISTRIBUTION SYSTEM guidelines for sheet gauge, intermediate reinforcement size and spacing, and joint reinforcements. 2. TDC/TDF/T -24 shall be constructed as a SMACNA T -24 flange. Use of these joint systems shall be limited as follows: Duct Size 0 - 42" Operating Pressure 0- 2 "W.G. 2.2 VOLUME DAMPERS AND QUADRANTS, LOW PRESSURE DUCTS A. Scope: Provide dampers in ductwork as required to balance the system to produce the air quantities shown. B. Acoustic Performance: Construction of dampers shall be free from any sharp edges which will produce excessive turbulence preventing obtaining the acoustic performance in the rooms served as specified for "Grilles and Diffuser ". C. Dampers: Are not shown generally. Include damper in the duct to each supply return or exhaust opening; also in each branch duct where the pressure loss is lower than other branch ducts leading from the same trunk duct; elsewhere as shown. D. Location of dampers: At a point where the duct is accessible; where possible, with the axis of the blade the long dimension; as far from the outlet as possible. E. Edges: Both leading and leaving, hemmed; side edges flanged 1/2 ", placed so that air strikes the smooth face. F. Damper Blades: For ducts smaller than 10" maximum cross - section, 24 -gage; 11" to 30 ", 22 -gage; larger than 30 ", 20 -gage; in ducts wider than 12 ", multiple blade, maximum blade width 12 "; arranged so that adjacent blades rotate in alternate directions; where length exceeds 30 ", use a 3/8" steel rod stem fitted in a V- crease in the blade. G. Quadrants, Where Ducts are Accessible: (Including Above - Ceiling Ducts Where Ceilings are Removable) Duro Dyne manufacture, catalog numbers as follows: 1. For blades with maximum dimensions under 10 "; cat. No. KS -145 dial regulator with locking nut, round end spring -in bearing and square end damper bearing. 2. For blades with a maximum dimension 10" to 20" Cat No. KSR -195, dial regulator with locking nut, round end spring -in bearing and square end bearing. 3. For blades with maximum dimension over 20"; Cat No. KS -12, damper quadrant with 1/2" size damper bearings. H. Quadrants, Where Ducts are not Accessible: Flush mounting concealed type, Ventfabrics Cat. Type 66, or Young Regulator No. 301 Series. 2.3 LOW PRESSURE FLEXIBLE DUCT: Thermaflex M -KE, or approved equal. Ducts shall be coated glass fiber material with metal spiral and fiberglass insulation. Duct shall have a flame spread not to exceed 25. Ducts shall be same diameter as troffer diffuser connections or as shown on the drawings. Flexible ducts shall be no longer than 10' and shall be fully expanded. All elbows to grilles shall be sheet metal. Duct connections shall be located in such a manner to prevent sharp turns in flexible duct. Ideal "Snap- Lock" or Ventlock MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15880 Page 4 AIR DISTRIBUTION SYSTEM "Suretite" No. 670 at each end. Operating pressure: 2" w.g. positive, 1" w.g. negative and 2500 FPM 0 deg F to 200 deg F internal. 2.4 SPIN IN FITTINGS: Conical type, circular, same diameter as connecting Flex, 24 -gage minimum galvanized steel construction, volume damper, quadrant and accessories. 2.5 AIR TERMINALS: Provide air terminals as scheduled on plans. 2.6 HANGERS FOR SHEETMETAL WORK A. Scope: Provide hangers, supports and anchor bolts for all sheetmetal work and equipment. B. Duct Sizes: Referred to in Following Articles: Refer to maximum cross - section dimension, at location of hangers. C. Horizontal Low Pressure Ducts 1. Concealed Ducts under 36" Width: Galvanized straps running down the side and turning under the bottom, attached with rivets. 2. Exposed Ducts under 36" Width: 1/4" rods, one on each side at each point of suspension, end of the rod flattened and riveted at the top. 3. Ducts 36" and Larger: 3/8" min. rods through the ends of the angle stiffeners under the ducts. If stiffeners are not located properly for the hangers, provide additional angles of same size. 4. Spacing: 8' max., in general; 4' max. for ducts 38" size and larger. PART 3 EXECUTION 3.1 INSTALLATION: All ductwork shall be installed in workmanlike manner. Fabrications, fittings, joints, take -offs, attachment to sheet metal work, turning vanes, dampers, stapling, sealing and taping, and insulation of exposed sheet metal work shall be executed in strict conformance with the mfr.'s latest recommendations. See Division 2 for seismic design requirements. Work under this Section shall include installation of automatic dampers furnished under Section 15900. Installation supervision by the control manufacturer's supervision. 3.2 DAMPER POSITIONS: Set and lock all dampers in the "Full Open" position prior to balancing work. 3.3 LOCATION OF DIFFUSERS AND GRILLES: Verify exact location in field. 3.4 DUCT LINING: Comply with SMACNA Duct Liner Application Standard; cemented using Benjamin Foster No. 81 -60. On ducts over 20" deep, also provide mechanical fasteners 25" o.c. starting within 2" of leading edge. Provide edge trim strips for all edges. Coat all exposed edges and joints with fire retardant adhesive. Block face of liner to face the airstream. Duct lining shall be installed in the first 15 feet of duct to any air terminal on either side of the fan. Do not line ducts connected to a make -up air system. Make -up air system ducts shall be wrapped with insulation as specified in Section 15250. Concentric drops serving the main sales area are factory insulated. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15880 Page 5 AIR DISTRIBUTION SYSTEM 3.5 TESTING AND EXAMINATION: After the control is connected, before balancing and testing, representative of mfr. shall test all systems. Advise Engineer in writing when testing is complete and all systems are operating properly. 3.6 LEAKAGE FROM DUCTWORK: Following completion of Air Balance work. If leakage in supply or exhaust ducts as indicated by Air Balance exceeds five (5) percent the Contractor shall seal the ducts to bring leakage within the five percent limit. 3.7 BALANCING - SEE SECTION 15950. 3.8 PROJECT CLOSE -OUT: Provide Test reports, instruction of Owner's personnel; Certificates of Approval and /or Completion; guarantees and warranties; operating and maintenance manuals; and As -Built Drawings per Section 15010. END OF SECTION 15880 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15880 Page 6 AIR DISTRIBUTION SYSTEM (Blank Page) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 PART1 GENERAL 1.1 SECTION 15900 CONTROLS & AUTOMATION Costco has established a national agreement with the Trane Company for pre - purchase of the Building Automation System. The Trane Company will provide as shown on the Trane control drawings a complete and functioning system. The Building Automation System will include the Tracer Summit with I/O Module, PCM panel, TCM panels, Lighting control panels (LCC), photocells, relays, AC rooftop unit sensors, differential pressure switches, and thermostats. COORDINATION: Installing contractor to coordinate with utility company to provide a demand type meter with pulsed output if required. Trane Company to coordinate regarding pulse requirements if required. 1.2 INTERLOCK DIAGRAM: A detailed point -to -point diagram of circuitry, including a typed description of sequence and operating instructions, shall be prepared under this section. The control diagrams will bge submitted to the architect for review and bid purposes. Corrections will be made, if necessary, and resubmitted. The approved as -built drawings, sequence, and operating instructions shall be furnished to both the engineer and owner for use and reference. 1.3 CONTROL WIRING A. Trane Company shall provide control drawings, equipment, and provide the interlock wiring to accomplish any control sequence or function shown on the Trane control drawings. B. Associated control system wiring is defined as that wiring that powers or controls any control device provided for control of mechanical systems, equipment and complete lighting controls system as specified in section 16500. C. Pilot circuit wiring is defined as that wiring that powers or controls any starter and other controller furnished as a component of mechanical systems and equipment and that is interposed in the power wiring; e.g., wiring from a safety device to the starter, wiring from the BMS to the starter or auxiliary, and wiring from one starter to another for control interlocks. Power wiring is not included in this section. PART 2 PRODUCTS 2.1 BUILDING MANAGEMENT SYSTEMS (BMS) A. The Building Management System shall provide the necessary hardware, software, and network communication abilities to provide scheduling, monitoring, trending, historical storage, remote manual and software resets, and alarm functions for the building and Rooftop system as described in these specification. B. The BMS system must be capable of modular expansion in point capacity and peripherals without major changes to the system furnished with this bid. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15900 Page 2 CONTROLS & AUTOMATION C. Use the sequence of operation described in this section to provide, as a minimum, the points as scheduled. 2.2 HARDWARE REQUIREMENTS BY SUPPLIER A. The Building Management System shall be composed of one independent, stand alone, microprocessor based control panel as required to provide the points described in the sequence of operation. B. The panel memory shall be protected for a minimum of 7 days in the event of power failure. Internal clock shall continue to run during a power failure so that the system makes the appropriate adjustment to all connected points when power is restored. Should database be lost, provide a means of rapid reprogramming from an archive diskette copy of the database. C. In the event of BMS control failure the HVAC systems will automatically default to the normal occupied mode. D. The panel shall be capable of being programmed to autodial out upon system alarm. 2.3 OPERATOR ACCESS REQUIREMENTS BY SUPPLIER: Provide an autodial -type telephone modem and software for remote editing, monitoring, reports, logs, alarms and troubleshooting by BMS supplier and /or owners designated location. If owner chooses a location other than the BMS supplier the owner will provide his IBM PC microcomputer with modem. 2.4 SOFTWARE REQUIREMENTS A. All of the listed software programs shall be easily accessible through an English - language menu at a central operators terminal. The system operator must be able to change operating parameters of any software program by using a fill -in- the -blank editing format. Unauthorized program changes will be prevented by the use of a password security system with 3 separate access level. The software programs that shall be provided are listed below: 1. Program Schedule 2. Timed Override 3. Reports and Logs 4. Demand Limiting 5. Alarm and Event Processing 6. Trend Log 7. Optimal Start/Stop 8. Duty Cycling 9. Custom Run Time and Maintenance Alarms 10. Direct Digital Control 2.5 LIGHT SENSING AND CONTROL A. Description of Work 1. Automatic photocell on /off control of the lighting fixtures shall be accomplished through the use of an indoor and an outdoor light sensor connected to the Trane MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15900 Page 3 CONTROLS & AUTOMATION Tracer Summit panel. The Tracer panel will interpret these signals and also provide a time based schedule. The Tracer Summit will communicate with three remote lighting control panels (LCC) to automatically regulate the interior and exterior lighting loads. B. Hardware Features: Photocell sensors -- 1. Photocell sensor shall be of the photo diode type which can be field calibrated to provide a 0 -10vdc return signal to the Trane Tracer Summit panel. This signal will represent the precise light levels present inside and outside the building. a. The skylight sensor shall be of the photo diode type, with a linear response to Tight level and an accuracy +/-1%. The sensor head shall have a built in signal amplifier to negate the effect of signal transmission loss and to adjust its voltage output to a specific foot - candle range. Sensor shall be mounted looking vertically toward the open sky in the center of the skylight. b. The outside sensor shall be of the photo diode type, with a linear response to light level and an accuracy +/-1%. The sensor head shall have a built in signal amplifier to negate the effect of signal transmission Toss and to adjust its voltage output to a specific foot - candle range. Sensor shall be mounted horizontally looking toward the open Northern sky. C. Wiring: 1. Interconnecting wiring from the photocells to the Tracer panel shall each be with a 2 -two conductor cables as specified by Trane Company. Wiring is classified low voltage, Class 2. D. Software Features 1. Exterior lighting is controlled ON and OFF in two ways: 1. Referencing an outside lighting level setpoint (adjustable) at all times. 2. Referencing an outside lighting level setpoint (adjustable) only during a time scheduled period. 2. Interior sales lighting is controlled ON and OFF as follows: a. One third sales area lighting is controlled on during a time scheduled period corresponding to store occupancy. b. The other two thirds of sales area lighting has a time scheduled period corresponding to store open hours. During this period the Tracer Summit, referencing an indoor photocell light reading plus each lighting output's minimum ON timer (adjustable), will stage these lighting outputs as necessary to maintain the required indoor lighting level setpoint (adjustable). 2.6 LOAD SWITCHING A. Description of work: Relays and lighting contractors will be provided in the LCC panels to switch the lighting Toads ON and OFF according to the Tight levels switch points and time schedules set by the Trane Tracer 100 panel. The LCC panels will each contain one Trane TCM controller for communication with the Tracer Summit panel. B. Hardware Features: Complete pre -wired assembly consisting of the following: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15900 Page 4 CONTROLS & AUTOMATION 1. Output relays: a. Type: Idec RH Series b. Ratings: 10 -amp, 120/240 VAC c. Number per panel: Six 2. Output contractors: a. Type: Cutler- Hammer A202K1 DAM (magnetically held) b. (Number of poles as shown on drawings) c. Ratings: 30 -amp, 600 VAC d. Number per panel: as required. 3. Overrides: All LCC panels will contain an override switch to turn on all of the lighting contractors in the panel. LCC -2 will contain three override push buttons on the face of the enclosure to turn on selected groups of lighting contractors from the LCC panels. 4. Fail Safe Design: All of the LCC panels are designed to fail in the ON state in the event of a communication failure to the Tracer Summit. C. Enclosure: All hardware will be enclosed in a NEMA 1 30" x 24" x 6.6" hinged cover, surface mounted enclosure. D. Power Requirement: All LCC panels will be equipped to operate from two separate 120 VAC, 60 Hz power circuits. 2.7 LIGHTING SCHEDULE A. Parking Lot Lights: 1. Monday through Friday - Photocell on. Off by time switch at 10:00 p.m. 2. Saturday - Photocell on. Off by time switch at 8:00 PM. 3. Sunday - Photocell on. Off by time switch at 7:00 PM. B. Outside Building Lights (Wall Packs): Photocell on and photocell off. C. Dock Lights (Wall Packs): Time switch on at 5:00 AM and photocell off. D. Sales Area Lighting 1. Monday through Sunday - One third fixture on by time switch at 6:00 AM except Saturday at 5:00 AM. Remaining two - thirds to come as noted below and to stage as necessary to meet required lighting levels by Tracer system. 2. Monday, Wednesday, and Friday on at 12:00 AM 3. Tuesday and Thursday on at 10:00 AM 4. Saturday on at 9:30 AM 5. Sunday on at 11:00 AM 6. All lights off Monday through Friday at 8:30 PM, Saturday at 6:00 PM, and Sunday at 5:00 PM. 7. Or as directed by Costco's local manager. E. Sign and Soffit Lighting MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15900 Page 5 CONTROLS & AUTOMATION 1. As directed by Store Manager. 2. The above schedule can be changed by Local Store Manager. PART 3 SEQUENCE OF CONTROL AND MONITORING REQUIREMENTS 3.1 NIGHT SETBACK AND SETUP: Should the space temperature, as measured by a separate BMS analog input point rises above its programmed setpoint in a night setback mode, the BMS shall energize AC unit until after the space cools below the zone setpoint. 3.2 EQUIPMENT BMS INTERFACE AND OPERATIONAL REQUIREMENTS: This section describes the requirements of the interface between the BMS and the equipment system controls. 3.3 EXHAUST FANS, RADIANT HEATERS A. See Mechanical Equipment Schedule on plans for list of exhaust fans and radiant heaters controls by wall switch, thermostat, interlock or time clock. These are not interfaced with the BMS system. The mechanical contractor shall provide all necessary controls and control wiring to make each system complete and operable. B. Refer to the equipment specification for a description of the operating controls supplied with the unit. Contractor shall be responsible to coordinate with section 16500 and low temp refrigeration contractor to ensure interlock and power wiring has been properly terminated to all control panels, photocell panel sensors, and end devices 3.4 TRANE ROOFTOP CONTROL BY MANUFACTURER A. Rooftop units shall include a microprocessor -based unit control module that monitors and controls rooftop operation and associated machine - mounted sensors and actuators. All controls shall be completely factory wired and run tested. B. Units shall include all controls necessary for individual unit operation and for optimization of unit operation from Trane's Building Management System - the Tracer 100. Units shall interface with the Tracer Summit by a direct digital communications link. C. Zone temperature set points shall be programmable from the Tracer Summit. The Tracer Summit shall maintain and transmit zone temperature set points to each voyager rooftop with the following setpoints: 1. Unoccupied cooling - 85 °F 2. Occupied cooling - 78 °F 3. Unoccupied heating - 55 °F 4. Occupied heating - 65 °F D. Rooftop units shall provide occupied setpoint control in a default mode if the communications link between the unit and the Tracer Summit is disconnected. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15900 Page 6 CONTROLS & AUTOMATION E. Up to twenty -four Voyager rooftops and forty eight TCM controllers can be controlled by one Tracer Summit. TCM controllers are used for other Toads such as lights and exhaust fans. F. An optional workstation can be used to remotely monitor and program the rooftops interfaced with the Tracer Summit. 3.5 TRANE ROOFTOP MONITORING A. The following information shall be monitored by the unit control module and shall be accessible at the Tracer Summit building management system panel. 1. Current zone temperature 2. Current outdoor air temperature (economizer units only) 3. Current rooftop supply air temperature (economizer units only) 4. Current operating mode of supply fan 5. Current operating status of compressor (on /off) 6. Current rooftop unit operating mode 7. Current rooftop unit heating /cooling set points 8. Current rooftop unit heating /cooling status (enable /disable) 9. Current rooftop unit damper position (economizer units only) 10. Current outdoor damper minimum position setpoint (economizer units only) 11. Minimum ventilation 12. One stage of mechanical cooling 13. Two stages of mechanical cooling 14. Heat outputs 3.6 TRANE ROOFTOP DIAGNOSTICS A. The following rooftop unit functions and components shall be automatically diagnosed by the unit control module for each rooftop unit. The specific failure code shall be displayed at the rooftop unit control panel and the Tracer Summit. 1. Zone temperature sensor failure 2. Outdoor air temperature sensor failure 3. Supply air temperature sensor failure 4. Cooling circuit 1 failure to operate 5. Cooling circuit 2 failure to operate 6. Unit control module failure 7. Low air flow 8. Heat failure 9. High temperature shutdown 10. Compressor 1 lockout 11. Compressor 2 lockout 12. Defrost low delta 13. Defrost time -out 14. Defrost high delta 3.7 BUILDING STATIC PRESSURE CONTROL: The Tracer maintains a positive building static pressure by sensing the building pressure and through a DDC loop modulates the rooftop unit outdoor /return dampers. Fresh air requirements are maintained as a minimum. All set points and damper positions are accessible through the Tracer. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15900 Page 7 CONTROLS & AUTOMATION PART 4 SYSTEM STARTUP 4.1 CALIBRATION AND ADJUSTMENTS BY SUPPLIER: After completion of the installation, perform final calibrations and adjustments of the ATC equipment provided under this contract and supply services incidental to the proper performance of the ATC and BMS system under warranty below. 4.2 ACCEPTANCE PROCEDURE: Upon completion of the calibration, Roberts Trane shall startup the system and perform all necessary testing and run diagnostic tests to ensure proper operation. Roberts Trane shall be responsible for generating all software and entering all database necessary to perform the sequence of control and specified software routines. Contractor shall be responsible to provide personnel to assist ATC supplier in walk through and complete point to point verification with store manager. 4.3 WARRANTY BY SUPPLIER: All ATC /BMS devices shall be warranted to be free from defects in workmanship and material for a period of one year from the date of job acceptance by the owner. Any equipment or software found to be defective during this period shall be repaired or replaced without expense to the owner. Factory- authorized warranty service shall be available to respond within a close proximity of the jobsite. PART 5 APPROVED BMS SUPPLIERS The Trane Co., based on model Tracer Summit Integrated Building Management System. END OF SECTION 15900 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15900 Page 8 CONTROLS & AUTOMATION (Blank Page) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15950 TESTING, ADJUSTING, AND BALANCING PART1 GENERAL 1.1 SUMMARY A. This Section specifies the requirements and procedures for total mechanical systems Testing, Adjusting, and Balancing (TAB). Requirements include measurement and establishment of the fluid quantities of the mechanical systems as required to meet design specifications, and recording and reporting the results. B. The MC shall procure the services of an independent TAB Agency for the testing and balancing of the mechanical systems. C. TAB shall include the following mechanical systems: 1. Supply air systems 2. Return air systems 3. Exhaust air systems 4. Verify temperature control system operation. 1.2 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections, . apply to work of this section. 1.3 DEFINITIONS A. Systems testing, adjusting, and balancing is the process of checking and adjusting all the building environmental systems to produce the design objectives. It includes: 1. The balance of air and water distribution 2. Adjustment of total system to provide design quantities 3. Electrical measurement 4. Verification of performance of all equipment and automatic controls. B. Test: To determine quantitative performance of equipment. C. Adjust: To regulate the specified fluid flow rate and air patterns at the terminal equipment (e.g., reduce fan speed, throttling). D. Balance: To proportion flows within the distribution system (submains, branches, and terminals) according to specified design quantities. E. Procedure: Standardized approach and execution of sequence of work operations to yield reproducible results. F. Report forms: Test data sheets arranged for collecting test data in logical order for submission and review. These data should also form the permanent record to be used as the basis for required future testing, adjusting, and balancing. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15950 Page 2 TESTING, ADJUSTING, AND BALANCING G. Terminal: The point where the controlled fluid enters or leaves the distribution system. These are supply inlets on water terminals, supply outlets on air terminals, return outlets on water terminals, and exhaust or return inlets on air terminals such as registers, grilles, diffusers, louvers, and hoods. H. Main: Duct or pipe containing the system's major or entire fluid flow. I. Submain: Duct or pipe containing part of the systems' capacity and serving two or more branch mains. J. Branch main: Duct or pipe serving two or more terminals. K. Branch: Duct or pipe serving a single terminal. 1.4 SUBMITTALS A. Agency Data: 1. Submit proof that the proposed testing, adjusting, and balancing agency meets the qualifications specified below. B. Engineer and Technicians Data: 1. Submit proof that the Test and Balance Engineer assigned to supervise the procedures, and the technicians proposed to perform the procedures meet the qualifications specified below. C. Procedures and Agenda: Submit a synopsis of the testing, adjusting, and balancing procedures and agenda proposed to be used for this project. D. Sample Forms: Submit sample forms, if other than those standard forms prepared by the Associated Air Balance Council (AABC) or National Environmental Balancing Bureau (NEBB) are proposed. E. Certified Reports: Submit testing, adjusting, and balancing reports bearing the seal and signature of the Test and Balance Engineer. The reports shall be certified proof that the systems have been tested, adjusted, and balanced in accordance with the referenced standards; are an accurate representation of how the systems have been installed; are a true representation of how the systems are operating at the completion of the testing, adjusting, and balancing procedures; and are an accurate record of all final quantities measured, to establish normal operating values of the systems. Follow the procedures and format specified below: 1. Draft reports: Upon completion of testing, adjusting, and balancing procedures, prepare draft reports on the approved forms. Draft reports may be hand written, but must be complete, factual, accurate, and legible. Organize and format draft reports in the same manner specified for the final reports. Submit 3 complete sets of draft reports. Only 1 complete set of draft reports will be returned. 2. Final Report: Upon verification and approval of draft reports, prepare final reports, type written, and organized and formatted as specified below. Submit 3 complete sets of final reports. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15950 Page 3 TESTING, ADJUSTING, AND BALANCING 3. Report Format: Report forms shall be those standard forms prepared by the referenced standard for each respective item and system to be tested, adjusted, and balanced. Bind report forms complete with schematic systems diagrams and other data in reinforced, vinyl, three -ring binders. Provide binding edge labels with the project identification and a title descriptive of the contents. Divide the contents of the binder into the below listed divisions, separated by divider tabs: a. General Information and Summary b. Air Systems c. Hydronic Systems d. Temperature Control Systems e. Special Systems. 4. Report Contents: Provide the following minimum information, forms and data: a. General Information and Summary: Inside cover sheet to identify testing, adjusting, and balancing agency, the Company, Engineer, and Project. Include addresses, and contact names and telephone numbers. Also include a certification sheet containing the seal and name address, telephone number, and signature of the Certified Test and Balance Engineer. Include in this division a listing of the instrumentations used for the procedures along with the proof of calibration. b. The remainder of the report shall contain the appropriate forms containing as a minimum, the information indicated on the standard report forms prepared by the AABC or NEBB, for each respective item and system. Prepare a schematic diagram for each item of equipment and system to accompany each respective report form. c. Calibration Reports: Submit proof that all required instrumentation has been calibrated to tolerances specified in the referenced standards, within a period of six months prior to starting the project. 1.5 QUALITY ASSURANCE A. Agency Qualifications: 1. Employ the services of an independent testing, adjusting, and balancing agency meeting the qualifications specified below, to be the single source of responsibility to test, adjust, and balance the building mechanical systems identified above, to produce the design objectives. Services shall include checking installations for conformity to design, measurement and establishment of the fluid quantities of the mechanical systems as required to meet design specifications, and recording and reporting the results. 2. The independent testing, adjusting, and balancing agency certified by National Environmental Balancing Bureau (NEBB) or by the Associated Air Balance Council (AABC) in those testing and balancing disciplines required for this project, and having at least one Professional Engineer registered in the State in which the services are to be performed, certified by NEBB or AABC as a Test and Balance Engineer. B. Codes and Standards MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15950 Page 4 TESTING, ADJUSTING, AND BALANCING 1. NEBB: "Procedural Standards for Testing, Adjusting, and Balancing of Environmental Systems." 2. AABC: "National Standards For Total System Balance ". 3. American Society of Heating, Refrigeration, and Air - Conditioning Engineers (ASHRAE): ASHRAE Handbook, 1999 HVAC Applications Volume, Chapter 36, Testing, Adjusting, and Balancing. C. Pre - Balancing Conference: Prior to beginning of the testing, adjusting, and balancing procedures, schedule and conduct a conference with the Engineer and representatives of installers of the mechanical systems. The objective of the conference is final coordination and verification of system operation and readiness for testing, adjusting, and balancing. 1.6 PROJECT CONDITIONS A. Systems Operation: Systems shall be fully operational prior to beginning procedures. 1.7 SEQUENCING AND SCHEDULING PART 2 PRODUCTS & MATERIALS 2.1 Not Used. PART 3 EXECUTION 3.1 BALANCING WORK A. Determine best locations in main and branch ductwork for most accurate duct traverses. B. Place outlet dampers in the full open position. C. Prepare schematic diagrams of system "as- built" ductwork and piping layouts to facilitate reporting. D. Lubricate all motors and bearings. E. Check fan belt tension. F. Check fan rotation. G. Air Balancing Methods 1. Balance each air system that is served by air filters, using artificial static loading of system, to demonstrate, test and obtain system design pressure drop data. H. Air Balance Testing Procedure MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15950 Page 5 TESTING, ADJUSTING, AND BALANCING 1. Perform testing and balancing procedures on each system with the following and the identified, in accordance with the detailed procedures outlined in the referenced standards. I. Cut insulation, ductwork, and piping for installation of test probes to the minimum extent necessary to allow adequate performance of procedures. 1. Test and adjust equipment RPM to design requirements. 2. Test motor load amperes. 3. Make pilot tube traverse of main supply ducts and obtain design CFM at fans. 4. Test system static pressures, suction and discharge. 5. Test and adjust system for design CFM outside and return air: a. Maximum outside air setting. b. Minimum outside air setting. 6. Test and adjust system for design CFM outside air. 7. Test coil entering air temperatures: a. Dry bulb deg F heating and cooling. b. Wet bulb deg F cooling. 8. Test leaving air temperatures: a. Dry bulb deg F heating and cooling. b. Wet bulb deg F cooling. 9. Adjust all main supply and return air ducts to proper design CFM. 10. Adjust all zones to proper design CFM, supply and return. 11. Test and adjust each diffuser, grille, and register to within 10 percent of design requirements. a. Identify location and area of each grille, diffuser, and register. b. Identify and list size, type and manufacture of diffusers, grilles, registers. c. Use manufacturer's ratings on all equipment to make required calculations. d. Readings and tests of diffusers, grilles, and registers shall include required FPM velocity and test resultant velocity, required CFM and test resultant CFM after adjustments. e. Adjust all diffusers, grilles, and registers to minimize drafts. 12. In cooperation with control manufacturer's representative, set automatically operated dampers to operate as indicated. a. Check all controls for proper calibration and list all controls requiring adjustment by control installers. 13. Balance supply, return, and exhaust air to provide the designed pressure relationships to adjacent areas. 14. Make any changes in pulleys, belts, and dampers, or add dampers required for correct balance at no additional cost to Owner. 15. Check fire dampers and smoke dampers for correct operation and damper position. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive TEI # 10 -152 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 15950 Page 6 TESTING, ADJUSTING, AND BALANCING J. Patch insulation, ductwork, and housings, using materials identical to those removed. K. Seal ducts and piping, and test for and repair leaks. L. Seal insulation to re- establish integrity of the vapor barrier. M. Mark equipment settings, including damper control positions, valve indicators, fan speed control levers, and similar controls and devices, to show final settings. Mark with paint or other suitable, permanent identification materials. N. Operating Test: After systems are balanced, conduct operating test of not less than 8 hours duration to demonstrate to satisfaction of Engineer that system(s) comply with requirements of plans and specifications, and that equipment and controls are functioning properly. O. Certified Reports: Three copies of reports, covering air balance, air motion (drafts), water system balance and sound levels, shall be submitted to the Owner, prior to final acceptance of the project. The reports shall be certified by a Registered Professional Engineer who is versed in the field of air and water balancing, Certification shall include adherence to agenda, calculation procedure and final summaries. END OF SECTION 15950 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 PART 1 DESCRIPTION 1.1 SECTION 16010 GENERAL PROVISIONS The General Conditions, Special Conditions, are part of this section. The electrical system required for the work includes, for the building and the site, labor and materials, equipment, and services necessary to complete the installation of electrical work and related items indicated, specified, or needed for complete and operable facility but not specifically described in other Sections of these Specifications. Material shall be new, delivered to the job in the manufacturer's labeled package. 1.2 General extent of electrical work includes, among others, the following items: A. Complete system of feeders, in conduit to power panel, equipment Toads. B. All branch circuit panels for power. C. Complete branch circuit wiring system for motors, receptacles, junction boxes, etc. D. Hangers, anchors, sleeves, chases, supports for all electrical materials and equipment shown and specified. E. Furnishing, installation of power wiring up to and including safety switches, and final connections for mechanical equipment. F. Responsible for obtaining and maintaining construction power required for electrical work, and its removal upon completion of work. G. Do excavation required for work in this Section. H. The Electrical Contractor shall be responsible for all electrical work not done by other divisions of work. I. The Electrical Contractor shall make all final connections to all Owner supplied equipment. J. The Electrical Contractor shall remove all conduits, wires, electrical devices, panels etc. for existing unuse feeders and devices. 1.3 DEFINITIONS: Certain terms used herein or implied, on the Drawings, and in the Contract Documents, shall be defined as follows: A. "Provide" Furnish and install complete and ready for service including accessories, connections and appurtenances. B. "Exposed" Open to view in any room, hallway, passageway, or outside. C. "Coordinate" Confer and work to combine the work of all concerned for a complete and operating installation, free of conflicts. D. "All" the word all shall be implied as applicable. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 16010 Page 2 GENERAL PROVISIONS PART 2 WORK NOT INCLUDED 2.1 HVAC control devices, supplied by others. PART 3 RELATED WORK: Cooperate as necessary with other trades to ensure proper and adequate interface of the work of their trades. This Contractor shall: 3.1 Perform trenching and backfilling required for electrical installation. 3.2 Where caulking is required in connection with the electrical installation, use only those materials and methods acceptable to Architect. PART 4 QUALIFICATIONS OF INSTALLERS: For the actual fabrication, installation, and testing of work under this Section, use only thoroughly trained experienced workmen completely familiar with the items required and with the manufacturer's recommendations as to their use. In the acceptance or rejection of the finished installation, no allowance will be made for lack of skill on the part of workmen. PART 5 SUBSTITUTIONS: Materials shall conform to these Specifications. No substitutions of the materials specified will be considered prior to or after bidding. Acceptable alternate manufacturers have been specified for every item of equipment to be used on the project. No others will be allowed. PART 6 SUBMITTALS: 6.1 EQUIPMENT LIST: Within 30 days after award of the Contract, and before any materials of this Section are delivered to the job site, submit to the Engineer for approval, a complete list, in four (4) complete bound copies of the equipment and materials proposed to be installed. State the type of equipment and its major components by make, model number and manufacturer, and giving full performance data. This shall in no way be construed as allowing the substitution of any item for the items specified herein. Submit complete at one time. Partial submittals will not be considered. 6.2 SHOP DRAWINGS AND RELATED MATERIALS: A. Submit four (4) copies of Equipment Cuts or Shop Drawings for electrical equipment for this Contract. Drawings shall be revised as directed and four (4) prints resubmitted, if necessary, for final approval before fabrication /ordering. B. Shop drawings or cuts shall show: 1. Physical size and arrangement of equipment. 2. Wiring diagrams for equipment showing circuit devices, conductor size, type, etc. 3. Specifications for all components. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 16010 Page 3 GENERAL PROVISIONS 6.3 Contractor shall furnish an "As- built" drawings. Indicate depth of buried conduits and exact location of underground raceways. 6.4 MANUAL: Upon completion of the installation and as a condition of its acceptance, compile a manual in three (3) copies and deliver to the Architect. The manual shall be bound in hard cover post -type binder. Documents required are: A. Identification, on outside cover, stating "Electrical Installation, Costco, City, State, By: (name of Electrical Contractor) ". B. Neatly typewritten index near front of the manual, furnishing immediate information as to location in the manual of data for the installation. C. List of fuses, and other expendable equipment and devices with size, type, ordering description and manual of data applicable to this installation. D. Copies of approved final Shop Drawings. E. Where multiple types or catalog numbers are shown on sheets, underline, or suitably identify installed components. PART 7 PRODUCT HANDLING: Protect electrical material and equipment before, during and after installation, and protect the installed work of other trades. In the event of damage, immediately make repairs and replacements necessary to the acceptance of the Architect and at no extra cost to the Owner. PART 8 PERMITS AND FEES: Secure and pay for permits and fees necessary for initiation and completion of work. This shall include charges of the telephone and power companies. PART 9 CODES, RULES, AND ORDINANCES: Work shall be in full accord with latest edition of National Electrical Code and all States, Federal, Local, and other laws and regulations applicable. Comply with requirements of National Board of Fire Underwriters, serving utility companies. However, where Specifications call for material or construction of better quality or larger sizes than required by above mentioned rules and regulations, provisions of specifications take precedence. Nothing in Plans or Specifications is to be construed to permit work not conforming to codes. PART 10 IDENTIFICATION OF SWITCHES AND APPARATUS: Panelboards, Cabinets, Safety Switches, transformers and other apparatus used for operation, control of circuits, appliances and equipment installed under contract shall be properly identified with engraved Lamacoid nameplates and typewritten index cards. MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 16010 Page 4 GENERAL PROVISIONS PART 11 COOPERATION WITH OTHER CONTRACTORS 11.1 Cooperate with other Contractors doing work on building as may be necessary for proper execution of work of various trades employed in construction of building. 11.2 Electrical Contractor shall refer to Architectural, Structural, Mechanical Drawings for construction details and coordinate his work with that of other Contractors to the end that conflict and delays are avoided. PART 12 ACCURACY OF DATA 12.1 Data given herein and on Drawings is as exact as could be secured, but absolute accuracy is not guaranteed. Specifications and Drawings are for assistance and guidance to Contractor. Exact locations, distances, levels, etc., are governed by building and Contractor shall use data contained herein with this understanding. 12.2 Exact location of outlets not dimensioned on Drawings shall be located as directed by Architect. Any outlet installed without such authorization shall be moved, if required by Owner, without cost to Owner. PART 13 DRAWINGS 13.1 Electrical Drawings are diagrammatic, follow as closely as actual construction and work of other Contractors will permit. Deviation from Drawings required to make work of Electrical Contractor conform to building as constructed, and to clear work of other Contractors, shall be made by Electrical Contractor without additional cost. 13.2 Verify measurements of building prior to proceeding with rough -in. 13.3 Branch circuit wiring and arrangement of home runs have been worked out for maximum economy consistent with adequate sizing for voltage drop, etc., install wiring with circuits arranged as shown on drawings. 13.4 Provide J -Boxes as required for all branch circuits and Home Runs. 13.5 Owner reserves the right to make minor changes in the location of outlets if decided upon before rough -in has been finished. PART 14 INSPECTION 14.1 Work and materials covered by this Specification is subject to inspection at any time by representative of Architect or Owner and Building Inspector. 14.2 If inspector finds any material not conforming to these specifications, within 3 days after being notified by Architect, remove materials from premises. If said material is installed, entire expense of removing and replacing same, including any cutting and patching that may be necessary, will be borne by the Electrical Contractor. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 16010 Page 5 GENERAL PROVISIONS 14.3 Do not allow or cause any of this work to be covered up or enclosed until it has been inspected, tested and approved by the Architect and the authorities having jurisdiction over the work. Should any of this Contractor's work be enclosed or covered up before such inspection, test, he shall, at his own expense, uncover the work and after it has been inspected, tested, and approved, make repairs with such materials as may be necessary to restore his work and that of the other Contractors to its proper condition. PART 15 SUPERVISION AND WORKMANSHIP: Contractor personally or through authorized and competent representative, constantly supervise work covered by these Specifications. So far as possible, keep same foreman on job from start to finish. Workmanship of entire job to be first class in every way. Only experienced, competent workmen employed for work. PART 16 GENERAL WORKMANSHIP 16.1 Workmanship shall be performed by skilled mechanics according to best trade practices. 16.2 Measurements shall be verified at the job site. 16.3 Do not damage other Contractor's work. Repair to any damaged work shall be done by craftsmen skilled in the trade, to the Architect's acceptance, at no expense to the Owner. 16.4 Cutting, Patching and Opening: Do only as necessary. Do not weaken the building structure with cutting. Patching shall be done by skilled workers and shall match the general construction as to type and quality. Special consideration is required in tilt -up construction areas. 16.5 Furnish the General Contractor with the location of openings for conduit and other blockouts or holes required in the building structure for installation of electrical work. Openings shall provide as tight a fit as possible. The Electrical Contractor shall be responsible for costs of any hole mislocated or omitted from his division of the work. '16.6 Location of Outlets: It shall be the responsibility of this Contractor to study the General and Mechanical Drawings and Specifications and confer with the various trades involved to the end that there is no conflict between the electrical outlets and any work of other trades. The following must be particularly checked before installing work: A. The exact outlet location. B. The location and type of furred ceilings. C. Door swings. D. Millwork and millwork details. E. Windows and other openings. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 16010 Page 6 GENERAL PROVISIONS 16.7 Appliances: Furnish scaffolding, ladders and other appliances required for the execution of the work. 16.8 Openings in Pipe: Ends of pipe shall be kept closed during the progress of the work. Pipe shall be clean and dry before any wire is installed. 16.9 Empty raceways shall be furnished with nylon cord 5/16" diameter. 16.10 Motors shall be connected with minimum 2' -0" length of flex conduit at motor connection box, (except roof mounted exhaust fans). 16.11 Adjacent wall mounted wiring devices, room thermostats or other equipment shall be coordinated and located either at the same elevation or in line, one above the other. PART 17 MATERIALS - GENERAL 17.1 Electrical materials are to be of type and quality specified, new, listed by Underwriter's Laboratories, Inc., meet their requirements and bear their label wherever standards have been established by them. 17.2 All equipment or material for any one system shall be furnished by the same manufacturer. Such items as lamps, conduit fittings, wire, wiring devices, etc., shall be same throughout the project. PART 18 GUARANTEE: Work and materials, furnished under this Contract shall be unconditionally guaranteed against faulty workmanship or defective material for period of two years from date of final acceptance. Electrical equipment failure shall be repaired at no expense to the Owner. PART 19 AS -BUILT LAYOUTS: Maintain a complete set of "blue prints" forming a part of this Contract. After work is installed, carefully draw on prints, in colored pencil, correct location of work installed, with dimensions from permanent walls, walks, etc., and including depth of underground runs. Wiring diagrams and details corrected. Upon completion of project, deliver corrected "as- built" prints to Architect in good, legible condition. PART 20 CLEANING AND PROTECTION 20.1 Keep the building and site clean and free of refuse from the work under this Division. 20.2 Parts of the equipment must be thoroughly cleaned and free from cement, paint, grease, plaster, and dirt. Surfaces to be painted must be thoroughly cleaned with oil and grease dissolving solvents and exposed metal work left smooth and clean with surface free of rust. 20.3 Equipment and work under other Sections of the Specifications must be kept free from damage and dirt from the work under this Section. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 16010 Page 7 GENERAL PROVISIONS 20.4 Outlet boxes shall be completely free of plaster or concrete. Contractor may use paper or plastic enclosure to fulfill this requirement. PART 21 TESTING 21.1 General Scope: It is the intent of these tests to assure that electrical equipment, both Contractor and Owner supplied, is operational within industry and manufacturer's tolerances and is installed in accordance with design specifications. 21.2 Test and Inspection: A. Work is not to be covered until inspected by the Engineer and The Local Inspectors. Give 48 hours notice of intention to cover up work to permit such inspection. B. All Tests shall be conducted by a Certified Testing Lab. C. Arrange for a final test and inspection to be observed by the Engineer of the complete electrical system. Test shall be conducted at the expense of and by the Contractor at a mutually agreed upon time. Test shall include the following: 1. Spot check verification of color coding, tagging, numbering and splice makeup. 2. With facility in normal operation Electrical Contractor is to adjust Toad connection as necessary to achieve phase balance of panels and provide Owner with chart of final adjusted readings. 3. Provide sign off reports of all testing and demonstrations. END OF SECTION 16010 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 16010 Page 8 GENERAL PROVISIONS (Blank Page) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 PART1 GENERAL 1.1 SECTION 16020 EXISTING CONDITIONS WORK INCLUDED: Plan is general in nature and does not show all existing conditions or demolition work. This contractor shall coordinate with all other trades and disconnect/reconnect, extend /relocate, remove or alter, all existing electrical equipment and circuiting required to facilitate work in remodel areas. Coordinate with general contractor and Architect for details prior to bid. PART2 PRODUCTS 2.1 EXISTING MATERIALS: All materials which are a part of the building shall remain the property of the Owner. 2.2 EXISTING MATERIAL RE- INSTALLED A. Existing materials and equipment that are removed as a part of the work may be reinstalled as a part of the new system, subject to approval of condition suitability by the Architect/Engineer. The requirements of the specifications (i.e. installation, warranty, testing, etc.) shall apply as if the materials were new, supplied by the Contractor. 2.3 EXISTING MATERIALS NOT TO BE RE- INSTALLED A. In coordination with the Architect/Engineer, these materials shall be made available for his inspection and decision as to whether the Owner will retain possession. Items selected for retention shall be delivered to a location on the premises selected by the Owner and turned over to him. Take reasonable care to avoid damage to this material. If the Contractor fails to conform to this requirement, he shall purchase and turn over to the Owner replacement materials of like kind and quality. B. All material not selected for retention by the Owner and debris, shall be disposed of by the Contractor. PART 3 EXECUTION 3.1 EXISTING CONDITIONS: Examine the conditions under which Division 16 work is to be installed for conditions detrimental to proper and timely completion of the work. Do not proceed with work until deficiencies encountered in installation have been corrected. 3.2 DEMOLITION A. Electrical equipment free standing, raceway (exposed) and conductors no longer of service as a result of this contract shall be removed. Unused raceways or sleeves shall be cut flush at floor, or wall and filled with grout. B. Prior to disconnecting or altering any existing circuit, contractor shall determine Toads fed by it, and rewire as required to retain circuit continuity as necessary. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 16020 Page 2 EXISTING CONDITIONS PART 4 INSPECTION Prior to submitting his bid, the E.C. shall inspect the existing facility and thoroughly familiarize himself with all conditions which may affect his contract. Determine number and location of light fixtures, and other miscellaneous items affected by this work. The on -site inspection called for here shall be carried out sufficiently to afford the Contractor with information necessary to include in his bid the costs for all items involved in this project or required for completion of his work. Failure to follow these instructions shall be considered sufficient cause for this Contractor to provide necessary equipment at his own expense, as directed by the Engineer. END OF SECTION 16020 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 16050 BASIC MATERIALS & METHODS PART 1 SERVICE ENTRANCE EQUIPMENT AND MAIN SWITCHBOARD. 1.1 Existing Main Switchboard. PART 2 GROUND SYSTEM 2.1 Equipment, including transformers, conduits systems, motors, and other apparatus, shall be grounded by conductor to cold water main and grounding electrode, with ground clamps manufactured by Burndy or T & B and approved by the Engineer. 2.2 Metallic conduit supports, cabinets and equipment shall be grounded in accordance with the latest codes. Ground wire shall be of the same kind and quality as other conductors in the building, shall be placed in conduit runs as specified for branch circuits and shall be placed in conduit runs as specified for branch circuits and shall be sized to meet the requirements of the National Electrical Code. Where a grounding conductor runs through metallic conduit, it shall be securely bonded to the conduit at the entrance and exit and the conduit shall be fitted with a bolted clamp to secure the same to water pipe. 2.3 Flexible Conduit: Flexible conduit will not be approved for continuity in grounding system. Where flexible connections are used, a separate ground wire shall be installed and bonded to conduit system on both sides of flexible conduit. Motor bases and frames shall be grounded by pulling a separate conductor in with feeder. 2.4 Bare Grounding Wire: A bare grounding wire, sized in accordance with the National Electrical Code, shall be installed in the same raceway with supplying conductors or in separate conduit and connection shall be made between the secondary neutral of transformers and the neutral buss of the main service entrance equipment. 2.5 Conductors: Grounding conductors shall be bare, stranded copper wire of the size and method of installation as prescribed by governing codes, and required by Plans. Wire insulation, when used, shall be green. All driven ground rods shall be 3/4" diameter and shall be embedded not Tess than 10' -0" into the earth. Conduit sections shall not be used. 2.6 Equipment and fixtures Connections: Connect electrical complete to and through all fixtures, including wiring to mechanical equipment. PART 3 ELECTRICAL 3.1 Identification of components: Panelboards, cabinets, transformer, other apparatus used for operation and control of circuits, appliances and equipment installed under this Section shall be properly and completely identified by means of neatly stenciled labels of etched micarta nameplates. Panels to have engraved nameplates on outside of door and typewritten directory behind plastic plate on inside of door. 3.2 Branch circuit panels: Branch circuit panels for lighting and equipment loads shall be as called for on the Plans and equipped with locks and keyed alike. Provide typewritten index of circuits, under plastic, in holder on inside of door. Each circuit listed in schedule by room name or number, as applicable, using final room numbers or names used in building as MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive TEI # 10 -152 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 16050 Page 2 BASIC MATERIALS & METHODS verified by Owner. Panels exposed to public view shall have nametags mounted inside enclosure and not on either side of door, and shall be readily visible with door open. Mount nametags on other panels on outside of door. 3.3 Provide new type index for all reuse panels. PART 4 WIRING DEVICES 4.1 Duplex receptacles: Duplex receptacles shall be ivory 3 -pole grounding type with the third pole "U" shaped and grounded, WC 596 NEMA WD1 Heavy duty, and shall be one of the following with stainless steel coverplates: A. Bryant, Hubbell, Leviton, Eagle: Number 5342 B. Pass & Seymour: Number 53421, with smooth ivory coverplates. 4.2 Tumbler Switches: Tumbler switches shall be commercial industrial type 20 amp, 120/277 volt AC, WS 896, and of the following: Single -Pole Two -Pole Three -Pole A. Bryant: 4901 4902 4903 B. Hubbell: 1221 1222 1223 C. Pass & Seymour: 20AC1 20AC2 20AC3 D. Leviton: 1221 1222 1223 E. Eagle: 2221 2221 2223 A. Flush mounted switches shall have superstainless steel 9300 series coverplates and where grouped, shall be set in gangs with one cover plate 4.3 Contactors: Contactors for control of lighting and signs shall be latching type, electrically operated, mechanically held with self - cleaning contacts and shall be one of the following or as shown on drawings.: A. Automatic Switch Co. (ASCO): Bulletin 920 B. Allen Bradley: Bulletin 720LP C. Square D: Class 8508. PART 5 RACEWAYS, FITTINGS, AND BOXES 5.1 GENERAL: A. Outdoor installations: 1. Steel Rigid Metal Conduit (RMC) or Intermediate Metal Conduit (IMC). 2. Connection to vibrating equipment: Liquidtight Flexible Metalic Conduit (LFMC). 3. Watertight. B. Indoor installations: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 16050 Page 3 BASIC MATERIALS & METHODS 1. Exposed: Electrical metallic conduit (EMT), Intermediate Metal Conduit (IMC) or Steel Rigid Metal Conduit (RMC). 1/2" minimum. 2. Concealed: Electrical metallic conduit (EMT), Intermediate Metal Conduit (IMC) or Steel Rigid Metal Conduit (RMC), 1/2" minimum. Flexible Metalic Conduit (FMC) and Metal -clad Cable (MC) only allowed in office area as short pigtails ( <6') between junction box and fixture /outlet in wall. No MC or FMC allowed for home runs or surface mount. 3. Connection to vibrating equipment: Flexible Metalic Conduit (FMC) and Metal -clad Cable (MC). 4. If EMT used, provide separate ground wire as required per local and NEC code. 5. Surface mounted boxes in public or food areas cast (smooth surface, no knock- out). C. Underground installations: 1. Schedule 40 or 80 Rigid PVC or Galvanized Steel Rigid Metal Conduit (RMC) buried at least 24" below slab (Indoor), or 36" below grade (Outdoor) or per Local Code and Utility Company (whichever deeper). 2. Steel Galvanized Rigid Metal Conduit (RMC) for all elbows and stab /paving penetrations (transitions from underground to above ground). 3. Penetrations to grade shall be perpendicular to grade. 4. Conduit shall be 3/4" minimum and watertight. 5. If nonmetallic conduit used, provide ground conductor sized per NEC, minimum #12 cu. 6. No flexible conduit (metal or PVC) allowed. 5.2 PLASTIC DUCT: Type ABS Type II or DB plastic duct meeting Western Underground Committee Specifications. Sand encased Service duct must be approved by the serving Utility Company. 5.3 CONDUIT STEEL OR ALUMINUM: Manufacturers Walter, National, Appleton, Rome, Kaiser, or Reynolds Aluminum. Rigid steel: Galvanized or sherardized. All fittings threaded. Bends 1 -1/4" or larger to be factory manufactured. Running and exposed threads not permitted. 5.4 ELECTRICAL METALLIC TUBING: Manufacturers: Same as conduit. Galvanized or sherardized. Fittings Duro or Thomas & Betts. All connectors with plastic insulated throats. Couplings and connectors shall be set screw for conduit less than 2" and threaded compression coupling for conduit 2" and above. 5.5 FLEXIBLE CONDUIT: Manufacturers: same as conduit. Galvanized steel. Fittings: "Jake as manufactured by W.F. Curies Mfg. Co. Maximum length allowed 6'. Flexible conduit will not be allowed for home runs or branch circuit runs except for lighting flexible wiring system as specified. 5.6 PLASTIC CONDUIT: Kraloy Schedule 40 polyvinyl chloride conduit and fittings. Elbows 1 -1/4" and above, are to be factory manufactured: All joints solvent welded. Provide ground wire for each race -way per N.E.C., except No. 12 minimum. 5.7 Penetrations through concrete walls, floors and footings, both interior and exterior, shall be sleeved and caulked with grout or plastic compound. Provide escutcheons at penetrations through finished areas. MULVANNYG2ARCHITECTURE COSTCO WHOLESALE 400 Costco Drive TEI # 10 -152 Warehouse Re -Roof Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 16050 Page 4 BASIC MATERIALS & METHODS 5.8 Underground conduit shall be 3/4" min. and watertight. 5.9 Motors connected with minimum Z length of flex conduit. Provide watertight for all exterior uses. 5.10 OUTLETS, JUNCTION BOXES AND SWITCH BOXES: A. Galvanized, code -gauge metal. B. Use deep boxes with conduit 1" and larger. C. Junction boxes to be size, shape and type to accommodate wires without crowding and to suit location. 5.11 PULL BOXES: Galvanized, code - gauge, sheet steel with screwed -on covers, of size and shape to accommodate wires without crowding and to suit location. Provide weather -proof type for all site work, and on the roof. Finish the same as panels. 5.12 CONDUIT SEALS: Provide where conduits pass from non - cooled to cool areas. PART 6 WIRE AND CABLE 6.1 GENERAL: Anaconda, General Electric, Okonite, General Cable, Rome or Hatfield, 600 volt insulated copper wire NEC standard of following types: Wire and cable #1/0 and smaller Type THW, RH or THWN, over #1/0 Type THW and THWN 75 degrees C. Wire used in wiring channels or fluorescent lighting fixtures shall be 90 degrees C (min.) type AVA, VA, RHH, or AVB. 6.2 HANDLING AND INSTALLATION: Bends shall be kept in accordance with minimum recommended by manufacturer. Cables shall be paralleled on reels and be pulled directly into raceway from the coil and reel on which they are received. Cable shall not be laid on the ground. 6.3 Splicing of cables is not permitted unless approved by the Engineer. Splices shall be in strict accordance with manufacturer's specifications. Wires No. 10 and smaller spliced with insulated 3 -M "Scotchloks" or Ideal "Wingnuts ". Wires No. 8 and larger with "Hy- Dent" connectors. 6.4 PULLING LUBRICANTS: "Ideal" - yellow. 6.5 Wire and cable installed only after raceways are free of obstructions and clean. Wire color coded. Wiring shall be tagged with Brady "Quick" labels at pull boxes, junction boxes, bus gutters, and panel- boards. Wiring in panelboards and terminal cabinets neatly trained, served, and marked with circuit number. 6.6 COLOR CODE WIRES AS FOLLOWS: MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 16050 Page 5 BASIC MATERIALS & METHODS Phase 208/120V System 480/277V System A. Black Brown B. Red Orange C. Blue Yellow Neutral White White Ground Wires Green Green PART 7 SAFETY SWITCHES 7.1 GENERAL: Safety switches shall be heavy -duty, horsepower rated, externally operated with provisions for padlocking, quick -make, quick- break, and shall be fusible. 7.2 ENCLOSURE SHALL BE: A. Indoor: NEMA 1 B. Outdoor: NEMA 3R Raintight -- Switch enclosures shall be dearly marked for maximum voltage, current and horsepower rated. 7.3 DUAL RATING SWITCHES: Switches having dual ratings (higher rating when used with dual element fuses) shall have ratings indicated on metal plate riveted or otherwise permanently fastened to the enclosure. 7.4 Provide stenciled labels of etched micarta nameplate for switch. PART 8 SUPPORT SYSTEMS 8.1 ACCEPTABLE MANUFACTURERS: Unistrut, or Superstrut 8.2 GENERAL: Materials secured in the structure by: inserts cast in concrete, machine screws or bolts on metal surfaces. Bolts and screws used on interior shall be black steel or galvanized on exterior, brass or bronze. Cartridge driven studs used only where specifically noted or approved. 8.3 . RACEWAYS: Supported at intervals not over 10'. Provide one support not over 12" from each change in direction. Clamps: one hole malleable iron. PART 9 OTHER MATERIALS: Other materials, not specifically described but required for a complete and operable electrical installation, shall be new, first quality of their respective kinds and subject to the acceptance of the Architect. END OF SECTION 16050 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 16050 Page 6 BASIC MATERIALS & METHODS (Blank Page) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 16150 ELECTRICAL WORKMANSHIP PART 1 SURFACE CONDITION: Prior to work of this Section, carefully installed work of other trades and verify that such work is completed to the point where this installation may commence. Verify that the complete electrical installation will be in strict accordance with pertinent codes and regulations will conform with the manufacturer's recommendations for installation of the electrical items involved, and will conform with the original design. In the event of discrepancy, immediately notify the Architect and proceed as directed. PART 2 PREPARATIONS 2.1 COORDINATION: A. Schedules: Coordinate the installation of electrical items with the schedules of work of trades to prevent unnecessary delay in the total work. B. Locations: Where electrical items are shown to conflict with locations of structural members and mechanical or other equipment, furnish and install all required supports and wiring to clear the encroachment. PART 3 TRENCHING AND BACKFILLING: Provide as required for the installation of electrical items. Dig trenches straight and true to line and grade. Bottom shall be completely smooth. Raceways shall be supported from undisturbed original earth. Minimum cover for raceways outside the building shall be 3' -0" from top of raceway or as noted on plan. Trench shall be kept free of water and open trenching protected with suitable barricades and warning lights. Excess earth shall be completely removed from the area and disposed of as directed. Trenches shall be backfilled immediately after approval. Exterior trenches compacted to 90% and interior to 95% compaction. PART 4 INSTALLATION OF RACEWAYS AND FITTINGS 4.1 GENERAL: Install work neatly. Raceways, fittings, and equipment, level, plumb, and straight. Connectors, Iocknuts, screws, clamps, joints made up tightly. Work installed in a manner acceptable to the Architect. Work not acceptable to him shall be corrected or replaced. 4.2 Conceal conduit in the wall or ceiling spaces unless otherwise specifically indicated on the Drawings. Where conduit is allowed to be exposed, install the conduit parallel with or at right angles to structural members, walls and lines of the building. 4.3 Keep conduits at least 6" away from the covering on hot water pipes. 4.4 Keep ends of conduits closed with approved conduit seals during construction of the building. Use conduit unions where union joints are required. Do not use running threads. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 16150 Page 2 ELECTRICAL WORKMANSHIP PART 5 INSTALLATION OF PANELS: 5.1 Unless otherwise indicated, or required by construction features, install panels with the top of the trim 6' -3" above the finished floor. 5.2 Mount a typewritten directory behind clear plastic on inside of each panel door. On the directory, show the circuit number and description of outlets on each circuit according to actual final installation. Verify room names /numbers with Architect. 5.3 Drawings accompanying specifications indicate general direction of routes of branch circuit home runs. Continue home runs to panel as though routes were completely indicated. Install branch circuit wiring in home runs as shown. Run wiring concealed wherever possible. Group and rack runs together as much as possible. 5.4 Branch Circuit Panels: Branch circuit panels are to be installed where shown and contain number and sizes of circuit breakers shown on panel schedules. 5.5 Provide new typed index for reuse panels. PART 6 HEATING, VENTILATING, AND ELECTRICAL WORK: Provide supply circuits, safety switches as required for equipment specified under other sections of these specifications. Switches for mechanical equipment are to be marked to suitably identify load controlled. Provide disconnects, and all power wiring and connections. PART 7 PROJECT COMPLETION 7.1 Upon completion of work of this Section, thoroughly clean exposed portions of the electrical installation, removing soil, labels, grease, oil, and other foreign matter, using only the type cleaner recommended by the manufacturer. 7.2 Prior to facility opening, thoroughly indoctrinate the Owner in maintenance and operation of the electrical systems. PART 8 CONDUIT SUPPORT 8.1 Conduit shall be supported at intervals of not more than 10' and within 2' of outlets or wiring enclosures. Flexible steel conduit, where allowed, shall be supported at intervals of not more than 3' and within 12" of wiring enclosures. 8.2 Conduit 1" and smaller shall be fastened to the building structure with approved pipe straps or to furring channels or metal studs with #12 AWG zinc- coated iron tie wire. Nails, metal tape, or straps shall not be used. 8.3 Conduit 1 -1/2" and larger shall be suspended from the building structure by means of approved pipe hangers, pipe racks, or trapezes, as necessary. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 16150 Page 3 ELECTRICAL WORKMANSHIP 8.4 Individual conduit hangers shall be malleable iron split rings. Hanger and racks shall be attached to concrete with metal inserts set in the forms, and to steel members with beam clamps or machine bolts, where approved. Trapezes and racks shall be sized as necessary with conduit resting on and secured to cross bars. Conduits shall be braced to prevent sway. 8.5 Vertical conduit runs shall be provided with split -wedge fittings which automatically tighten under the weight of the conductors when required by Code. END OF SECTION 16150 MULVANNYG2ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costa) Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 SECTION 16150 Page 4 ELECTRICAL WORKMANSHIP (Blank Page) MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Warehouse Re -Roof 400 Costco Drive TEI # 10 -152 Tukwila, Washington 98188 Printed on 06/08/2010 WHOLESALE Costco Wholesale sitelfolio General Contractor User Guide Table of Contents WHOLESALE Searching in sitelfolio 3 RFI 4 Submittal 5 Change Order Proposal 6 Change Order 7 Payment Application 8 Project Photographs 9 Weekly Job Report 11 O & M Manuals 12 Equipment Books 13 1/31/08 Page 2 CosTco WHOLESALE Searching in sitelfolio sitelfolio search grants you ultimate control over how you locate the sites, projects, businesses, contacts or critical project documents you're interested in — quickly and easily, from anywhere. Save time by storing your recurring searches, and keeping them current, with saved searches Sites/Projects Request= Documents Erusinees Contacts SEARCH OPTIONS Project Search Results CW.07 -0135 M -07 -0135 Pensacola (Cordova Mali) CW -07- 0135 -01 148K Warehouse with Liquor...Schematic Design CW -07- 0135 -02 Gas Station Schematic Design New New • Select Sites /Projects then type in project name or project number • Click Search • At the search result screen, click on the project number to access the project • To ensure you won't have to search for this project again, select Watch this Project» in your PIW box • To un -watch a project, simply right click on project and select Delete • Confirm by clicking Yes Creating a Dynamic or Static Project List • Click on Options, then select Advanced Site /Project Search» • Select desired search criteria • Click Search» at bottom of page • Once you see your search results, locate Save Search >PIW • Name your search and select either Static or Dynamic o Static list: saves a list of project that will not change o Dynamic list: saves the search criteria and updates each time you access the search To delete project list, right click and select Delete Confirm by clicking Yes Save Search } Prvv Search Criteria 1/31/08 Save this search to your Projects I'm watching as: !Static list save:-E-: list of projects is tf 1 t Dili It tt t !Dynamic list saves the -ear c. h ctttfJia and project:: that match that criteri an tit: LZ Static list of projects Dynamic list of projects My Active Projects Save r> Page 3 Request for Information (RFI) WHOLESALE STEP 1 - CREATE A NEW RFI AND SUBMIT FOR APPROVAL (ACTION BY CONTRACTOR) 1. Select Requests then the RFI tab 2. Select add» at the header that this RFI applies to (building contract, on -site contract, project, etc): 3. Enter RFI number 4. Status will be Not Issued at this step 5. Enter Subject of RFI 6. Enter Reference document for RFI 7. Select affected Disciplines for RFI 8. Select your name in Submitted By field 9. Select Save and Continue» 10. Enter Need Response By date 11. At Contractor Request Log header, select add» 12. Enter your Request and proposed Solution, click Save 13. To attach supporting documentation for your RFI, select add» at Contractors Attachments header 14. Change status to New 15. Click Save at bottom of page 16. An email notification page will appear. 17. From this page select who you want notified of your new RFI 18. Select any attachments that you want included in the email notification 19. Select Send» STEP 2 - Receive And Respond to a New RFI (Action by Project Architect): 1. Architect will receive an email notification once a GC issues a new RFI for a project. 2. Select pencil icon in upper right corner 3. Enter date you received RFI 4. Change status to Pending, and then select Save. 5. Locate Forward Log and record any forwarding of RFI to consultants 6. When you are ready to respond to RFI, select pencil icon in upper right corner 7. Enter date you reviewed RFI 8. At Responses header, select add », enter your response to RFI, select Save 9. Enter date you responded to RFI 10. To attach supporting documentation for your RFI response, select add» at Architects Attachments header 11. Change status to Final 12. Select Save at bottom of page 13. An email notification page will appear. 14. From this page select who you want notified of the RFI 15. Select any attachments you want included in email notification 16. Select Send» 1/31/08 Page 4 SUBMITTALS ;1bfOLESALE STEP 1 - SEND SUBMITTAL FOR REVIEW AND APPROVAL (ACTION BY CONTRACTOR) 1. Click on Requests then select Submittals 2. Click add» on the dark grey header bar 3. Enter Submittal number 4. Status will be Not Issued at this point 5. Select Specification Division 6. Select Specification Section 7. Enter Description of Submittal 8. Select a Due By date 9. Click Save» 10. Click add» on the Forward Log header to document forwarding of Submittal 11. Click add» on the Notes header to enter note 12. To include Attachments, locate Attachment header, and click add» 13. Change Status to Under Review 14. Click Save» 15. An Email Notification will fire (notifying Architect that Submittals are on the way) 16. Select any attachments that you want included in the email notification 17. Select Send» 18. Send five (5) sets to Architect STEP 2 - Receive And Respond to Submittal (Action by Project Architect): 1. Arch PM will receive an email notification that the Contractor is sending a new Submittal. 2. Followed by five (5) sets sent to office 3. Locate Submittal in sitelfolio under Requests / Submittals 4. Click pencil icon next to Submittal 5. Enter Received Date 6. Select appropriate Status (conforms, conforms with revisions, non - conforming, approved) 7. Enter Approved Date (once approved) 8. Click add» on the Forward Log header to document forwarding of Submittals 9. Enter a Note if necessary 10. Click Save» 11. An Email Notification will fire (notifying the Contractor that Architect has responded to Submittal) 12. Select any attachments that you want included in the email notification 13. Select Send» 1/31/08 Page 5 ;WHOLESALE Change Order Proposal - (COP) STEP 1 — CREATE A NEW COP AND SUBMIT FOR APPROVAL (ACTION BY CONTRACTOR) 1. Click on $ then select Contractor Contracts. Select contract # of the contract you need to enter a COP against. 2. Scroll down to the Change Log header and double -click to expand. 3. Click Add» at COP header: 4. Enter COP number 5. Select who initiated the COP 6. Status will be Not Issued at this step 7. Skip Approved By field 8. Enter in COP proposed dollar amount 9. Enter Process Date 10. Enter Sub Notified Date 11. Enter Sub Price Received Date 12. Enter Need Response By Date 13. Click Save and Continue» 14. Click add» at Description header 15. Enter a complete description of COP in dialog box and click Save 16. If needed, click add» at Notes header and enter note in dialog box 17. To attach supporting documentation for COP, click add» at Attachments header 15. Select 'Issued' for COP status 16. Click Save» 17. Email notification screen will appear 18. Confirm that required recipients are already checked and check any additional recipients 19. Select any attachments that you want included in the email notification 20. Select Send» STEP 2 — Receive and Approve COP (Action by Architect on behalf of Owner) 1. MG2 will receive an email notification once a GC issues a COP — to review, click here. 2. If you are ready to approved this COP, change Status from Issued to Approved 3. Once COP has been approved, contractor will be notified via e- notification. 4. The COP can now be attached to a Change Order. 1/31/08 Page 6 WHOLESALE Change Order — (CO) STEP 1 — Create A New Change Order (Action by Contractor): 1. Click on $, then select Contractor Contracts 2. Click on Contractor Contract you wish to create a Change Order for 3. Scroll down to Change Orders header and click on add» 4. Enter Change Order Number 5. Status will be Not Issued at this point 6. Enter a Change Order dollar amount (only for monetary changes not included in attached COP's) 7. Enter Processed date 8. Click Save and Continue» 9. Add a Description 10. Add a Note (optional) 11. Locate 'Unattached COP's' header, and click attach» next to each approved COP that you want to include with this Change Order. 12. Add any desired attachments 13. Change Status to Issued 14. Click Save» at bottom of page. 15. Email notification screen will appear 16. Confirm that required recipients are already checked and check any additional recipients 17. Select any attachments that you want included in the email notification 18. Click Send» STEP 2 — Receive and Approve a New Change Order (Action by Architect on behalf of Owner): 1. Architect will receive auto - notification from Contractor of issued Change Order, to review click here 2. If you are ready to approve this CO, change Status from Issued to Approved. 3. Click Save» at bottom of page. 1/31/08 Page 7 Payment Applications ;WHOLESALE STEP 1 — CREATE A NEW PAY APP AND SUBMIT FOR APPROVAL (ACTION BY CONTRACTOR) 1. Place your cursor on $ then select Contractor Contracts 2. Select contract that you are submitting payment for 3. Scroll down and locate Pay Applications header, click add» 4. Enter pay app number 5. Leave Received Date and Forward Date fields empty — entered by Architect 6. Enter Completed and Stored dollar amount 7. Enter retainage percent (5 or 10 percent) 8. Click Save and Continue» 9. Select status of Issued 10. Click Save» 11. Email notification will fire — press Send» 12. Send original documentation to Architect STEP 2 - Receive a New Pay App (Action by Project Administrator): 1. Project Administrator and Arch Project Manager will receive an email notification once Contractor issues a new pay app. 2. Locate payment application in sitelfolio 3. Select pencil icon in upper right corner 4. Enter Received date 5. Select Status of Awaiting Approval. 6. Verify dollar amounts and attached lien releases, etc. 7. Give pay app original documentation received by Contractor to Architect for review and approval for payment. STEP 3 - Approve New Pay App (Action by PM & Project Administrator on behalf of Owner): 1. Locate payment application in sitelfolio 2. Select pencil icon in upper right corner 3. Enter any Joint Checks for associated sub - contractors 4. Enter Forward date (this is the date payment is forwarded to Costco for payment) 5. Select Status of Approved 6. Click Save at bottom of page 7. Email notification will fire to notify Contractor that pay app has been approved and forwarded to Owner for payment. 1/31/08 Page 8 Posting Your Project Photographs Acceptable file types: ➢ .JPG / .JPEG ➢ .TIF / .TIFF ➢ .GIF ➢ .BMP ➢ .PNG Acceptable images sizes: ➢ Range between 640x480 and 1024x768 Acceptable Digital Camera Setting: ➢ Between 0.5 and 1 mega pixel sitelfolio does not recommend the use of camera phones when taking pictures for your photo library. Upload Photos: The automated upload feature includes: • Image resizing for optimum web viewing and printing • A Watermark Text feature to label a series of images (e.g. Project Name and Date) 1. Use WinZip to compile the image series, and save it in a temporary location 2. Select Add» from the Photos page, dialog box will appear 3. Select Zip File: Click, Browse... to locate and attach the ZIP file 4. Name: Enter a name for the photograph library 5. Photos Taken: Click the calendar icon and enter date photographs were taken 6. Watermark Text: Image labeling (e.g. Project Name and Date) 7. Description: Enter a description 8. Select Save to confirm and start the upload: 1/31/08 Page 9 Manipulate Photo Index: In the photo index Edit feature, images can be reorganized and /or deleted individually: 1. Open photo thumbnail sheet 2. Click edit in upper right corner 3. Move your cursor over an image to enlarge it 4. Select 'X' to delete an image 5. Select a green up or down arrow to arrange images on the index list 6. When finished, click Save to close Ptw.xvss4letolia. lr4*lralsA.ittt 4, .rapH Co.lco,. W4P4howto Y11MiEP• W IMn®1an,9i.l 1 Save y> Cancel} 1/31/08 Page 10 Files) Posting Your Weekly Job Report WHOLESALE Weekly Job Reports will be uploaded under Files -> Project Files -> Construction (folder) Costco Current Plans (1'. $ Files tip Drawings Upload File: 1. Select red double arrow on the right side of the Construction folder 2. Select 'Upload File' 3. Browse for file 4. Select "Save" 1/31/08 Page 11 Posting Your 0 & M Manuals WHOLESALE 0 & M Manuals will be uploaded under Files -> Site Files -> O&M Manuals (folder) r' Current Plans p Drawings ty, Files Upload Files: 1. Select red double arrow on the right side of the folder. It will contain the following options • Upload File • Upload Zip and extract contents (allows user to upload many documents at once from a single zip file) 2. Select 'Upload File' or 'Upload Zip and extract contents' 3. Browse for file 4. Select "Save" Sort Files: 1. Locate desired file and select red double arrow to the right of file 2. Utilize green directional arrows to sort file Move file to different folder: 1. Locate desired file or files 2. Locate Folder you wish to move files and select red double arrow to right of folder 3. Select 'Move selected files to this folder" View /download document: 1. Locate document you wish to view or download 2. Click on document name 3. Document will open in new window 4. Document can now be saved or printed Download multiple files into Zip: 1. Click check boxes next to each file you wish to include in your Zip file 2. Click menu» 3. Select "Down selected files as Zip archive" 4. A dialog box will appear, choose to Save or Open the Zip file 5. Your Zip file can now be saved and documents can be printed 1/31/08 Page 12 Equipment Books From the global navigation, click on EQUIP LISTS tab and select desired list: EQUIP LISTS Bakery Deli Food Court Meat Optical Photo Tire Shop Warehouse Once on the page, you can view documents by selecting plus ( +) sign next to folder, or click on menu» and select Expand all folders Documents menu >7 II l Bakery Title Page I Bakery Index L+l Co 1 CN Spiral Mixer View /download document: 1. Locate document you wish to view or download 2. Click on document name 3. Document will open in new window 4. Document can now be saved or printed Download multiple files into Zip: 1. Click check boxes next to each file you wish to include in your Zip file 2. Click menu» 3. Select "Down selected files as Zip archive" 4. A dialog box will appear, choose to Save or Open the Zip file 5. Your Zip file can now be saved and documents can be printed 1/31/08 Page 13 This page left blank intentionally WHOLESALE 1/31/08 Page 14 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director LISA HORN 1110 112 AV NE - SUITE 500 BELLEVUE WA 98004 RE: Permit No. D10 -153 400 COSTCO DR TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 04/20/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 04/20/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, e-1).:(B Bill Rambo Permit Technician File: Permit File No. D10 -153 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • M1 T PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -153 PROJECT NAME: COSTCO REROOF SITE ADDRESS: 400 COSTCO DR X Original Plan Submittal Response to Correction Letter # DATE: 06 -15 -10 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: n ui ding Division Public Works Atoci lo-) -M-( O ire Prevention NI Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 06 -17 -10 Not Applicable Comments: 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 K Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07-15-10 Approved ❑ Approved with Conditions 1K, Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople Pr ter Friendly Page 0 Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with LEtl 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 JACKSON DEAN CONSTRUCTION 4253782031 3414 S 116Th Street Seattle WA 98168 King Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 601222672 Active JACKSDC962QR Construction Contractor 11/19/2004 12/31/2010 General Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status BARCLDA022BE BARCLAY DEAN ARCHTL PRDTS LLC Construction Contractor General Unused 1/5/1998 12/31/2011 Active BARCLDI123P5 BARCLAY DEAN INC Construction Contractor General Unused 10/25/198810/18 /2011 Active MADISTL991 K2 MADISON TOWNHOUSE LLC Construction Contractor General Unused 5/22/2001 5/21/2002 Archived BARCLDA101 BW BARCLAY DEAN ARCH PRODUCTS INC Construction Contractor General Unused 1 /16/1990 10/1 /1998 Archived BARCLDP160KC BARCLAY DEAN PELLA INC Construction Contractor General Unused 5/3/1984 10/1/1988 Archived BARCLDI183QR BARCLAY DEAN INC Construction Contractor General Unused 11/19/1982 10/1/1984 Archived BARCLI *347KT BARCLAY DEAN INC Construction Contractor Carpentry /Framing Etectorsuminum Erectors 5/30/1966 10/1 /1983 Archived BARCLDCO25P7 BARCLAY DEAN CONST SRVCS INC Construction Contractor General Unused 10/27/1998 12/31/2004 Inactive Business Owner Information Name Role Effective Date Expiration Date https: // fortress .wa.gov /lni/bbip /Print.aspx 07/29/2010 TUKWILA, WA #06 400 COSTCO DRIVE TUKWILA, WA 98188 \A A 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 0 10' 20' 40' 80' MITCHELL C. SMITH, ARCHITECT 6084 ITi;HELL C. SMITH STATE OF WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06.15.10 06.15.10 DESCRIPTION Permit Release Bid Release 93- 0440 -24 PM: ;LISA HORN DRAWN: SRS, KSA TITLE SHEET TSI.O1 • SEPARATE PERMIT REQUIRED FOR: <Mechanical ,,, B ectric al Er Piymbing as Piping City of Tukwila BUILDING DIVISION REV1si0NS �a shall be made to the scope of Mork without prior approval of Tukwila Bui!ding Division. NOTE: Revisions wilt require a l aw plan suG s. 'c" 8nd may insrlt�de add bona! ;an review - p a as•s�� �C3 • WIFINOILESAL UKWI FIDE COPY b fort Permit No. -153 Pian review approval is subject to errors and anissions• Approval of constructm dOcUmen#s loos rrot authorize tie viola on of any adopted code or �. f eipt A NA/A of approved Feld Copy and .. .11 i • j - zlouvledgerk. L I Date: -7- °2 z R ._ R 0 0 i City Of lbkwita BUILDING DIVISION SITE PLAN PROJECT GENERAL NOTES DRAWING .INDEX PROJECT DATA THESE PROJECT GENERAL NOTES APPLY TO THE ENTIRE PROJECT. CONSULT DRAWINGS OTHER THAN ARCHITECTURAL FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. FIELD VERIFICATION AND COORDINATION: DRAWING INDEX TS1.01 TITLE SHEET & SITE PLAN D2.01 ROOF DEMOLITION PLAN A2.01 ROOF PLAN A2.02 ROOF DETAILS S1 ROOF FRAMING PLAN, DETAILS AND GENERAL NOTE ME1 MAIN MECHANICAL AND ELECTRICAL FLOOR PLAN, MECHANICAL HVAC SCHEDULE, LEGEND, NOTES AND DETAILS ME2 MAIN MECHANICAL AND ELECTRICAL FLOOR PLAN, MECHANICAL HVAC SCHEDULE, LEGEND, NOTES AND DETAILS EXIST. BUILDING DATA: EXIT. BUILDING AREA 206 910 S . F. i , EXIST. TIRE INSTALLATION 2,453 S.F. EXIST. BALER ROOM 2 903 S. F. 1 1. SURVEY DIMENSIONS: DIMENSIONS OF SITE CONDITIONS ARE FROM SURVEY BY OTHERS: THE ARCHITECT BEARS NO RESPONSIBILITY FOR ACCURACY OF SAME. 2. EXISTING UTILITY LOCATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE SIZE W AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. EXISTING UTILITIES SHON HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL UTILITY LOCATIONS NOT SHOWN. CARE SHOULD BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO THE UTILITY. 3. THE CONTRACTOR SHALL CONSULT THE DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS, AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS, AND EQUIPMENT AND SHALL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. 4. THE CONTRACTOR SHALL BE AWARE OF ANY CONDUIT, PIPING, OBSTRUCTIONS, AND ATTACHMENTS UNDER THE ROOF AND SHALL AVOID DURING CONSTRUCTION /RE -ROOF. DIMENSIONS: �--� -,� -�- f� � .. ° % �� EXIST. TOTAL BUILDING 212 266 S.F. EXIST • OPTICAL FACILITY 34,544 S.F. _� / / a' \ ! j i y 1 ■ i 1 1 i 1 1 1 I 1 I I 1 1 1 j It 11 i ■ i i I le I e 1 I I- I' j 1 � 0 PARKING DATA: PARKING PROVIDED: ®10 WIDE S TAL LS 677 STALLS ® r 9 WIDE STALLS 74 STALLS 6Aic HANDICAP STALLS 15 STALLS PROJECT DESCRIPTION J � l -,�� 4 `fl - SCOPE OF WORK INCLUDES: REMOVAL OF EXISTING BUILT-UP ROOF, REPAIR AND / OR REPLACE DAMAGED ROOF DECKING AS NECESSARY AND INSTALL SINGLE PLY PVC ROOFING SYSTEM INCLUDING INSULATION. REMOVAL OF EXISTING MECHANICAL UNITS NOT IN USE, INCLUDING REPAIR OR IN -FILL OF ROOF DECKING. CONSTRUCT ROOF PARAPET TO ACCOMMODATE DEPTH OF ROOF F TOP NIT T W. SYSTEM. REPLACE TWO (2) EXISTING ROO O UNITS WITH NE - .,. jI , [1ut1uu011 ,y I ' ,. .. ,,, , • ' ENTRANCE ., ' d 0 J -- ��;J� ��I ifs `��� vi t n� ;i _��� INSTALLATION ®_ // �i EXIST. TIRE , ' j j / 0 . EXIST. TOTAL PARKING 766 STALLS N O. OF STALLS PER 1000 S.F. OF BUILDING AREA: 3.61 STALLS 1. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 2. DIMENSIONS ARE TO THE: - CENTERLINE OF COLUMNS OR GRID - CENTERLINE OF OPENINGS - FACE OF STUDS - FACE OF CONCRETE OR MASONRY (NOMINAL) 3. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE 6 FROM THE FACE OF INTERSECTING WALL TO EDGE OF DOOR OPENING. 4. ALL DIMENSIONS NOTED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPETING, TILE, AND TRIM. 5: ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE SLAB UNLESS NOTED OTHERWISE. 6. ROUGH IN DIMENSIONS: VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT FURNISHED AND /OR INSTALLED BY THE CONTRACTOR, SUBCONTRACTORS, OWNER OR OTHERS. GENERAL REQUIREMENTS: Q,O -err RECEIVING ` `� SCOPE OF W '� I PROJECT CONSISTS OF: 1. TEAR OFF EXISTING BUILT UP ROOFING SYSTEM. 2 REPARE AND/OR REPLACE DAMAGED DECKING AS NEEDED, FOR BIDDING ASSUME 73,250 3. INSTALL SINGLE PLY MECHANICALLY FASTENED PVC ROOFING SYSTEM INCLUDING RIGID INSULATION. ROOF SYSTEM SHALL BE WARRANTED FOR A PERIOD OF 20 YEARS. 4. CONSTRUCT NEW PARAPET AROUND BUILDING PERIMETER. 5. REMOVE AND DISPOSE OF EXISTING ABANDON ROOF -TOP MECHANICAL EQUIPMENT, IN -FILL OPENING. 6. REMOVE AND REPLACE ROOF CURBS OF EXISTING MECHANICAL UNITS, TO REMAIN, AS NECESSARY TO ACCOMMODATE DEPTH OF NEW ROOFING SYSTEM. 7. REMOVE ABANDON PIPING, ELECTRICAL CONDUIT AND WIRING. 8. REPLACE DAMAGED PVC ON CONDENSATE PIPING. 9. RE -CAULK ALL PANEL JOINTS. 10. FLUSH ALL RAIN LEADERS AND OVERFLOW DRAINS. �- NOTES: EXISTING CONDITIONS TO BE FIELD VERIFIED. / 01 ' ® ® s I �- rr e, ®7 �l': , - VICINITY MAP • �, ■ � 1. VERTICAL CLEARANCES: PLACE NO MAINS, PIPING, CONDUIT OR OBSTRUCTIONS OF ANY KIND SO AS TO, IMPAIR GIVEN CEILING HEIGHTS AND CLEARANCES. 2. IMPACT TO EXISTING OPERATIONS OF WAREHOUSE SHALL BE KEPT TO A MINIMUM. CONSTRUCTION AFTER BUSINESS HOURS REQUIRED IF TEMPORARY DISCONNECT OF UTILITIES SUCH AS ELECTRICITY, GAS, WATER, SANITARY AND SEWAGE. GOVERNING AUTHORITY REQUIREMENTS: -�` • -. ° ■ • - - 1,---___ 1 SAXORDRIDE I ___ - ' - 1 "„���� ��• 1 PROJECT DIRECTORY • �� ( p 1!1. m .S o ` I- � _I " � � I_ .f� 405 CE M I ! r " m - - - - -- - - -- " .______________i_ `. �- _ u - `�' `-' OWNER COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 T: (425) 313 -8100 ARCHITECT MULVANNYG2 ARCHITECTURE 1110 112TH AVE. N.E. SUITE 500 BELLEVUE, WA 98004 T: (425) 463.1576 F: (425) 463.2129 PROJECT MANAGER: LISA HORN STRUCTURAL ENGINEERS NORTHWEST ENGINEER 6869 WOODLAWN AVE. NE SEATTLE, WA 98115 T: (206) 525 -7560 F: (206) 522 -6698 MECHANICAL TE INC ENGINEER 830 N RIVERSIDE DRIVE SUITE 200 RE425) 9 WA 98057 T: (425) 970 -3753 F: (425) 970 -3756 EXISTING REGIONAL OPTICAL FACILITY 441 COSCTO DRIVE II 1. CITY ADOPTED CODES: 2006 INTERNATIONAL BUILDING CODE INCLUDING LOCAL AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE INCLUDING LOCAL AMENDMENTS 2006 INTERNATIONAL FIRE CODE INCLUDING LOCAL AMENDMENTS 2008 NATIONAL ELECTRICAL CODE INCLUDING LOCAL AMENDMENTS 2006 UNIFORM PLUMBING CODE INCLUDING LOCAL AMENDMENTS 2006 WASHINGTON STATE ENERGY CODE 2. OCCUPANCY CLASSIFICATION: GROUP "M" (MERCANTILE) 3. EXISTING BUILDING CLASSIFICATION: TYPE 3 -B FULLY SPRINKLERED TUKWILA PKWY vg : W. VALLEY HWY I ��I %, a ' \ \ 1 1 >- 11 kA 0... PKWY E. hI "- % "° - - - `-' 00 Ny o 1 K II=I ►: LU F- ft Z LV / 0 O = o H Z D Q cK LU > z << © + �__ AREA OF WORK ON ROOF IS SHOWN AS HATCHED • EXISTING SITE PLAN SAXON DR. S. 180TH REVIEWED APPROVED JUN 2 4 2010 /1-7 WC City of Tukwila BUILDING nlvioni i SCALE: NOT TO SCALE FOR ADDITIONAL ABBREVIATIONS: SEE OTHER DESIGN DISCIPLINES ARCHITECTURAL ABBREVIATIONS AND A6.01 ARCHITECTURAL SYMBOLS • ACOUS ACOUSTICAL ENCL ENCLOSURE LIQ LIQUID QT QUARRY TILE TEMP TEMPERED GLASS ADJ ADJUSTABLE, ADJACENT EQ EQUAL MAS MASONRY QTR QUARTER TYP TYPICAL AFF ABOVE FINISHED FLOOR (SLAB) EXH EXHAUST MAX MAXIMUM R RADIUS UTIL UTILITY ALUM ALUMINUM EXIST EXISTING MBS METAL BUILDING SUPPLIER RC REFRIGERATION CONTRACTOR UBC UNIFORM BUILDING CODE ANOD ANODIZED EXP EXPANSION MECH MECHANICAL RCP REFLECTED CEILING PLAN UNO UNLESS NOTED OTHERWISE APPROX APPROXIMATE EXT EXTERIOR MFG MANUFACTURING RD ROOF DRAIN VCT VINYL COMPOSITION TILE BD BOARD FD FLOOR DRAIN MFR MANUFACTURER RL RAIN LEADER VEST VERTICAL BFF. BELOW FINISHED FLOOR (SLAB) FDN FOUNDATION MH MANHOLE RECD RECEIVED VIF VERIFY IN FIELD BLDG BUILDING FF FACTORY FINISH MIN MINIMUM REFRIG REFRIGERATION W/ WITH BLK BLOCK FHS FLAT HEAD SCREW MIP METAL INSULATED PANEL REINF REINFORCING W/0 WITHOUT BLK'G BLOCKING FL FLOOR MISC MISCELLANEOUS REQ'D REQUIRED WD WOOD BM BEAM FIO FURNISHED AND INSTALLED BY OWNER MO MASONRY OPENING RO ROUGH OPENING WDW WINDOW BOT BOTTOM FIN FINISH MR MOISTURE RESISTANT SCHED SCHEDULE WHS WELDED HEAD STUD BTWN BETWEEN FRPP FIBER REINFORCED PLASTIC PANEL(S) MULL MULLION SC SOLID CORE WP WATERPROOF CB CATCH BASIN FRT FIRE RETARDANT TREATED MTD MOUNTED SHT SHEET WR WATER RESISTANT CG CORNER GUARD FTG FOOTING MTG MOUNTING SIM SIMILAR WT WEIGHT CI CAST IRON GA GAUGE MTL METAL SIO SUPPLIED AND INSTALLED BY OWNER WWF WELDED WIRE FABRIC CIP NOMINAL SIV SUPPLIED AND INSTALLED BY VENDOR YD YARD DRAIN NOM NOT IN CONTRACT GC GENERAL CONTRACTOR NIC CENTER LINE GALV GALVANIZED CL CAST IN PLACE SOIC SUPPLIED BY OWNER INSTALLED BY CLR CLEAR GWB GYPSUM WALLBOARD, GYPSUM NTS NOT TO SCALE CONTRACTOR CLG CEILING HB HOSE BIBB OA OVERALL SOIV SUPPLIED BY OWNER INSTALLED BY CMU CONCRETE MASONRY UNIT HC HANDICAPPED OC ON CENTER VENDOR COL COLUMN HM HOLLOW METAL OD OVERFLOW DRAIN SQ SQUARE CONC CONCRETE HORIZ HORIZONTAL OH OVERHEAD SS SERVICE SINK, SANITARY SEWER CONT CONTINUOUS HP HIGH POINT OP'G OPENING SST STAINLESS STEEL CONSTR CONSTRUCTION HT HEIGHT OPP OPPOSITE STD STANDARD CONTR CONTRACTOR HTR HEATER 0 TO 0 OUT TO OUT STL STEEL CT CERAMIC TILE HVAC HEATING, VENTILATION, AND AIR PTN PARTITION STRUCT STRUCTURE, STRUCTURAL DBL DOUBLE CONDITIONING PERP PERPENDICULAR SUSP SUSPENDED DIM DIMENSION IBC INTERNATIONAL BUILDING CODE PL PLATE, PROPERTY LINE SYS SYSTEM DTL DETAIL INSUL INSULATION PLASLAM PLASTIC LAMINATE T TREAD, TOP . DF DRINKING FOUNTAIN INT INTERIOR PLYWD PLYWOOD TOJ TOP OF JOIST DS DOWNSPOUT JT /JTS JOINT, JOINTS PLBG PLUMBING TOM TOP OF MASONRY DWG DRAWING L LONG, LENGTH PNL PANEL, PANELING TOP TOP OF PARAPET EA EACH LAM LAMINATE, LAMINATED PR PAIR TOS TOP OF STEEL EFS EXTERIOR FINISH SYSTEM LF LINEAR FOOT PROJ PROJECT TOW TOP OF WALL EJFS EXTERIOR INSULATION AND FINISH SYSTEM LP LOW POINT PRV PRESSURE REDUCING VALVE T&B TOP AND BOTTOM ELEV ELEVATION LT FIXT LIGHTING FIXTURE PT PRESSURE TREATED TEL TELEPHONE ELEC ELECTRICAL LTWT LIGHT WEIGHT SYMBOLS MATERIALS REFLECTED CEILING WALL TYPES DETAIL NORTH ARROW REVISION CLOUD AND DELTA ITEM SIO OR NIC ACOUSTICAL TILE SUSPENDED CEILING GRID CMU T£ 8 %0' AFF WITH METAL ...DING SYSTEM W/ LAY IN PANELS - SYSTEM TO TOP OF PARAPET 4' X 2' UNO • F 1 ALUMINUM DETAIL IDENTIFICATION PROJECT NORTH INDICATOR CUT LINE - DEFINES THE , TRUE NORTH INDICATOR 1 ��/ DETAILED ELEMENT L J INA © �� A7.01 CMU OR BRICK :...:.:.:.:.:•:...;.: SHADED AREA DENOTES METAL CONCRETE WALL SECURITY DECK ABOVE SHEET WHERE DRAWN DOOR WALL SECTION DETAIL IDENTIFICATION CUT LINE - DEFINES THE DETAILED ELEMENT WINDOW, A7.01 LOUVER SHEET WHERE DRAWN BUILDING SECTION DETAIL IDENTIFICATION EQUIPMENT 6 ITEM SOIC OR SIC MARK DOOR NUMBER - WORK, CONTROL OR DATUM POINT O REFER TO SCHEDULE 50' -0" AFF :.:: a1 CONCRETE • • • • • • • " ' ' • ° `' EARTH • SPRINKLER DROP 3 5/8 " METAL STUDS UNO AT 16" OC WITH GWB - PAINTED EACH FACE UNO PER SCHEDULE !;�.!!ai.!!;i NEW CONSTRUCTION - SHOWN SOLID RELITE OR 0 DROP CORD (SEE ELEC.) EIFS MARK SLOPE DIRECTION WITH DATUM WINDOW NUMBER - MARK / SLOPE DOWN 1/8" I�i('� 3 5/8" METAL STUDS AT 16" OC WITH SOUND FINISHED WOOD ® AIR HOSE REFER TO SCHEDULE \ \PER FOOT INSULATION BAITS AND FINISH PER SCHEDULE I' . -.... -Y- .. ..•.w..» ____ __ . -••- - -•» »• .w -.•= ______________�•_ -_. MARK SPRINKLER MAIN GRAVEL WATER DROP ® EQUIPMENT NUMBER - EXISTING CONSTRUCTION TO REMAIN - GYPSUM BOARD I METAL INSULATED PANELS FRPP IN ELEVATIONS / COOLER S10 A3.01 ® SHEET WHERE DRAWN ROOM EXTERIOR ELEVATION ROOM SHOWN LIGHT BACKGROUND FREEZER WALLS REFER TO SCHEDULE EXHAUST VENT OR RETURN ( ) / PROPERTY LINE - AIR GRILLE ;x NM INSULATION - BATT MARK I. " HVAC DIFFUSER RECEIVED NAME -ROOM i. INSULATION - RIGID DETAIL IDENTIFICATION 1 100 I- ROOM NUMBER FENCE ® FLUORESCENT LIGHTING JUN 1.5 2010 x x x x x x x x INSULATION -SOUND FIXTURE GRIDS EXISTING CONSTRUCTION TO BE REMOVED - DASHED PERMIT CENTER A3.02 COLUMN SHEET WHERE DRAWN BREAKLINE SHOWN - FLUORESCENT LIGHTING FIXTURE n _,= PLYWOOD _ _ V - F C� INTERIOR ELEVATION DETAIL IDENTIFICATION �� /� STEEL INCANDESCENT OR HID �I / • LIGHTING FIXTURES _ L I i B I ' II WOOD BLOCKING bio_ 153 6 SHEET WHERE DRAWN ( 1>a WOOD MEMBER TUKWILA, WA #06 400 COSTCO DRIVE TUKWILA, WA 98188 \A A 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 0 10' 20' 40' 80' MITCHELL C. SMITH, ARCHITECT 6084 ITi;HELL C. SMITH STATE OF WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06.15.10 06.15.10 DESCRIPTION Permit Release Bid Release 93- 0440 -24 PM: ;LISA HORN DRAWN: SRS, KSA TITLE SHEET TSI.O1 EXISTING FLUE VENT, FIELD VERIFY WITH OWNER W TO REMAIN EXISTING EXHAUST FAN, FIELD VERIFY WITH OWNER IF TO REMAIN (2 EXISTING ROOF TO REMAIN 500' r 50' 50' EXISTING UNIT iiIc TO REMAIN • EXISTING SATELLITE DISH, VERIFY WITH OWNER IF TO REMAIN 50' • 50' 50' 50' 50' 50' 50' 50' EXISTING POWER VENTILATOR TO REMAIN ABANDONED CURB TO BE REMOVED EXISTING EQUIPMENT, FIELD VERIFY IF TO REMAIN - — — -1 EXISTING EQUIPMENT, - - -- FIELD VERIFY IF TO REMAIN EXISTING POWER VENTILATOR TO REMAIN EXISTING EXHAUST FAN TO REMAIN L_ EXISTING AC UNIT TO BE REMOVED EXISTING AC UNIT TO REMAIN EXISTING EXHAUST FAN TO REMAIN EXISTING STEAM VENT AND FLUE TO REMAIN 0 — — EXISTING EXHAUST FAN TO REMAIN TYPICAL SLOPE EXISTING RAIN DRAIN IC DOME STRAINER, TO REMAIN - TYPICAL, FIELD LOCATE ALL r EXISTING 8' -0" X 2'4" SKYLIGHT TO REMAIN EXISTING AC UNIT TO REMAIN r r-1 --' • Ir- ✓ �� IL—_ -% –41 EXISTING 8' -0" X 2'-6" SKYLIGHT TO REMAIN EXISTING POWER VENTILATOR TO REMAIN I 1 riT;(SI EXISTING ABANDONED REMOTE REFRIGERATION UNIT TO BE REMOVED EXISTING ROOF TO REMAIN EXISTING POWER VENTILATOR TO REMAIN EXISTING 8' -0" X 2'-6" SKYLIGHT TO REMAIN EXISTING GRAVITY VENTILATOR TO REMAIN EXISTING EQUIPMENT, FIELD VERIFY IF TO REMAIN • ABANDONED 8' -0" X 2'-6" SKYLIGHT EXISTING 84" X 2'-6" SKYLIGHT TO REMAIN REMOVE EXISTING ROOF MEMBRANE. INSTALL NEW ROOF MEMBRANE, SEE SHEET A2.02 FOR DETAILS EXISTING AC UNIT TO REMAIN 11 EXISTING 10' -0" X T -0" SKYLIGHT TO REMAIN • EXISTING POWER VENTILATOR TO REMAIN EXISTING EQUIPMENT, FIELD VERIFY IF TO REMAIN EXISTING AC UNIT TO REMAIN EXISTING AC UNIT TO BE REMOVED EXISTING POWER VENTILATOR TO REMAIN r EXISTING 8' -0" 2' -0" SKYLIGHT TO MAIN ABANDONED 8' -0" X 2' -6 SKYLIGHT ABANDONED CURBS TO BE REMOVED EXISTING EQUIPMENT, FIELD VERIFY IF TO REMAIN EXISTING PIPING, FIELD VERIFY IF TO REMAIN - TYPICAL EXISTING 8' -0" X 2'-6" SKYLIGHT TO REMAIN r EXISTING ABANDONED REMOTE REFRIGERATION UNIT TO BE REMOVED J REMOVE EXISTING EXHAUST FAN AND ROOF CURB EXISTING EXHAUST FAN TO REMAIN F 1 r-- r - -1 1 I 1 I J EXISTING AC UNIT TO REMAIN EXISTING ROOF ACCESS TO REMAIN EXISTING AC UNIT TO REMAIN r____, t 1 EXISTING EQUIPMENT, FIELD VERIFY IF TO REMAIN — r EXISTING EXHAUST FAN TO REMAIN GRAVITY VENT TO REMAIN EXISTING BOILER FLUE TO REMAIN EXISTING SPLIT SYSTEM AC UNIT TO REMAIN EXISTING 8' -0" X 2'-6" SKYLIGHT TO REMAIN • • • • EXISTING EXHAUST FAN TO REMAIN • EXISTING POWER VENTILATOR TO REMAIN • EXISTING AC UNIT TO REMAIN EXISTING EXHAUST FAN TO REMAIN ABANDONED CURB TO BE REMOVED • EXISTING SATELLITE DISH TO REMAIN EXISTING AC UNIT TO REMAIN REMOVE EXISTING ROOF MEMBRANE. INSTALL NEW ROOF MEMBRANE, SEE SHEET A2.02 FOR DETAILS F- L_ f rn EXISTING EQUIPMENT, FIELD VERIFY IF TO REMAIN EXISTING EXHAUST FAN TO REMAIN EXISTING ROOF ' TO REMAIN EXISTING 8' -0" X 2'-6" SKYLIGHT TO REMAIN 50' ROOF DEMOLITION PLAN SCALE: 1" = 20' -0" CU LEGEND EXISTING 7' x 10' SKYLIGHT OPENINGS TO REMAIN. NEW CURBS PROVIDED BY GC, NEW LENSES INSTALLED BY GC EXISTING 2' -6" x 8' SKYLIGHT OPENINGS TO REMAIN. NEW CURBS PROVIDED BY GC, NEW LENSES INSTALLED BY GC - - ACCESS CLEARANCE EXISTING HVAC TO REMAIN, PER MECHANICAL DRAWINGS ACCESS CLEARANCE EXISTING HVAC TO BE REMOVED, PER MECHANICAL DRAWINGS El El VENT, EXHAUST FAN, FLUE, ETC. SEE MECHANICAL DRAWINGS RD & S ROOF DRAIN AND SCUPPER RD & OD ROOF DRAIN AND OVERFLOW DRAIN DS DOWN SPOUT ROOF DRAIN WITH STRAINER SATELLITE DISH ROOF HATCH 14 0" BASELINE DIMENSION GENERAL NOTES 1. SEE MECHANICAL FORE MECHANICAL UNIT LOCATIONS. 2. NEW SINGLE PLY MECHANICALLY FASTENED PVC ROOF SYSTEM WITH 20 YEAR WARRANTY UNO 3. REPAIR METAL DECKING & REPAIR CONNECTIONS AS NEEDED. PER ENG. & TESTING LAB (ASSUME 73,250SF REPLACEMENT FOR BID PURPOSES.) 4. NEW RIGID R -21 INSULATION MEMBRANE OVER EXISTING DECK. 5. CRICKETS AT HIGH SIDE OF SKYLIGHT, HVAC UNITS & ROOF TOP EQUIPMENT NOT SHOWN FOR CLARITY 6. CONSTRUCT NEW PARAPET AROUND PERIMETER OF BUILDING PER DETAIL A2.02/XX 7. REMOVE AND REPLACE EXISTING ROOF EDGE FLASHING AT TIRE INSTALL. 8. REPLACE SKYLIGHT, HVAC, EXHAUST FAN, VENTILATOR, AND MECHANICAL UNIT CURBS AS NECESSARY TO MAINTAIN MIN. 8" ABOVE ROOFING. 9. REMOVE AND PROPERLY DISPOSE OF EXISTING ABANDONED ROOF -TOP MECHANICAL EQUIPMENT, CURBS, SLEEPERS AND BLOCKING AND PATCH WITH NEW DECKING AND ROOFING. 10. PAINT ALL EXPOSED PIPES AND STRUCTURAL STEEL. NO COPPER, UNPAINTED PIPE OR STEEL SHALL BE LEFT IN CONTACT WITH, OR EXPOSED TO THE WEATHER ABOVE THE SINGLE -PLY PVC ROOF SYSTEM. 10. REMOVE ABANDON PIPING, PVC PIPE AND CONDUIT. 11. REPLACE EXISTING PVC CONDENSATE PIPING WITH NEW. 12. REPAIR LEAKING VENT PIPES AND PVC PIPES. 13. FLUSH EXISTING DOWNSPOUTS AND RAINLEADERS. Ito - Is3 SECUREMENT NOTES 1. IN FIELD: MEMBRANE ATTACHMENT TO COMPLY WITH MFG / JURISDICTION AND ROOF MFG'S REQUIREMENTS. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 4 2010 City of Tukwila BUI� LDING:DIVISION RECEIVED JUN 15 2010 PERMIT CENTER' COST= TUKWILA, WA #06 400 COSTCO DRIVE TUKWILA, WA 98188 1111101111„ „ 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 0 4' 8' 16' 1/16" = 1' -0" 32' MITCHELL C. SMITH, ARCHITECT A MITCHELL C. SMITH TATE OF WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06.15.10 06.15.10 DESCRIPTION Permit Release Bid Release 93- 0440 -24 PM: LISA HORN DRAWN: KSA ROOF DEMOLITION PLAN D2.01 (5l 500' 9� 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' • TYPICAL SLOPE / EXISTING RAIN DRAIN DOME STRAINER, TO REMAIN - TYPICAL, FIELD LOCATE ALL —��• T • • 50' 50' El 0 • • • 0 0 - L_ SKYLIGHT, TYP • INSTALL NEW ROOF MEMBRANE, SEE SHEET A2.02 FOR DETAILS w z J w C7 SLOPE 1/4" / FT 1n� SLOPE 1/4" / FT 50' 50' 50' NEW HVAC UNIT PER MECHANICAL • HVAC CURB, TYP 1 L_J • • r- --- 1 I 1 1 I 1 El 0 0 r -� r.. r1 1 1 L_J ❑ 0 ❑ ❑ ❑ n 0 ❑ ❑ L_ L_ L_ NEW HVAC UNIT PER MECHANICAL 7 1 I • • • • • • • SATELLITE DISH ON PLATFORM - LOCATE PER OWNER (SIV) SATELLITE DISH MOUNTING El CONTINUOUS GUTTER INSTALL NEW ROOF MEMBRANE, SEE SHEET A2.02 FOR DETAILS INSTAL. NEW ROOF IATCH RD RD 1' 238' -61/4° ROOF GUTTER AT PARAPET DRAIN AND GUTTER, TYP SCUPPER 24x10 T 5414 50' 50' 50' 50' 50' 500' SKYLIGHT / SMOKE VENT COUNT AREA S.F, SKYLIGHTS SMOKE VENTS TOTAL WAREHOUSE VENT(S) E ACTUAL REQD VENT(S) WAREHOUSE TIRE CENTER I 1 TOTAL TIRE CENTER SKY IGHT S OKE VENT RATIO SPACE AREA S.F, VENT RATIO S.F. VENT REQD S.F. / VENT ► VENT(S) E ACTUAL REQD VENT(S) WAREHOUSE 1:100 I 1 TIRE CENTER I 1:100 I /9J LEGEND. T 39' -2 3/4" NOTE: TYPICAL ROOF DRAIN LOCATION DIMENSION TO BASE LINE T 16' -10" T f 12' -10" o <V _ NOTE: TYPICAL SKYLIGHT LOCATION DIMENSION TO BASE LINE \--LAYOUT BASELINE EXISTING 7' x 10' SKYLIGHT OPENINGS TO REMAIN. NEW CURBS PROVIDED BY GC, NEW LENSES INSTALLED BY GC EXISTING 2' -6" x 8' SKYLIGHT OPENINGS TO REMAIN. NEW CURBS PROVIDED BY GC, NEW LENSES INSTALLED BY GC r-- --' ACCESS CLEARANCE EXISTING HVAC TO REMAIN, PER MECHANICAL DRAWINGS ACCESS CLEARANCE Ii1�(o 1 NEW HVAC TO BE INSTALLED, PER MECHANICAL DRAWINGS L____1 D NN RD & S RD & OD DS V 14' 0" VENT, EXHAUST FAN, FLUE, ETC. SEE MECHANICAL DRAWINGS ROOF DRAIN AND SCUPPER ROOF DRAIN AND OVERFLOW DRAIN DOWN SPOUT ROOF DRAIN WITH STRAINER SATELLITE DISH ROOF HATCH BASELINE DIMENSION REVIEWED CODE COMPL APPROVED JUN 2 4 2010 City ofTukwk BUILDING DIVISION` RECEIVED JUN 152010 PERMIT CENTER Dois3 GENERAL NOTES 1. SEE MECHANICAL FORE MECHANICAL UNIT LOCATIONS. 2. NEW SINGLE PLY MECHANICALLY FASTENED PVC ROOF SYSTEM WITH 20 YEAR WARRANTY UNO 3. REPAIR METAL DECKING & REPAIR CONNECTIONS AS NEEDED. PER ENG. & TESTING LAB (ASSUME 73,250SF REPLACEMENT FOR BID PURPOSES.) 4. NEW RIGID R -21 INSULATION MEMBRANE OVER EXISTING DECK. 5. CRICKETS AT HIGH SIDE OF SKYLIGHT, HVAC UNITS & ROOF TOP EQUIPMENT NOT SHOWN FOR CLARITY 6. CONSTRUCT NEW PARAPET AROUND PERIMETER OF BUILDING PER DETAIL A2.02 / 8. 7. REMOVE AND REPLACE EXISTING ROOF EDGE FLASHING AT TIRE INSTALL. 8. REPLACE SKYLIGHT, HVAC, EXHAUST FAN, VENTILATOR, AND MECHANICAL UNIT CURBS AS NECESSARY TO MAINTAIN MIN. 8" ABOVE ROOFING. 9. EXTEND COLLAR OF EXISTING ROOF DRAINS TO ACCOMMODATE DEPTH OF NEW ROOFING SYSTEM. PROPERLY SLOPE ROOF TO AREA ROOF DRAINS. 10. REMOVE AND PROPERLY DISPOSE OF EXISTING ABANDONED ROOF -TOP MECHANICAL EQUIPMENT, CURBS, SLEEPERS AND BLOCKING AND PATCH WITH NEW DECKING AND ROOFING. 11. PAINT ALL EXPOSED PIPES AND STRUCTURAL STEEL. NO COPPER, UNPAINTED PIPE OR STEEL SHALL BE LEFT IN CONTACT WITH, OR EXPOSED TO THE WEATHER ABOVE THE SINGLE -PLY PVC ROOF SYSTEM. 10. REMOVE ABANDON PIPING, PVC PIPE AND CONDUIT. 11. REPLACE EXISTING PVC CONDENSATE PIPING WITH NEW. 12. REPAIR LEAKING VENT PIPES AND PVC PIPES. 13. FLUSH EXISTING DOWNSPOUTS AND RAINLEADERS. 14. INSTALL NEW ROOF ACCESS HATCH. SECUREMENT NOTES 1. IN FIELD: MEMBRANE ATTACHMENT TO COMPLY WITH MFG / JURISDICTION AND ROOF MFG'S REQUIREMENTS. 2. PERIMETER 12' WIDE: 1/2 SHEETS MEMBRANE ATTACHMENT TO COMPLY WITH MFG / JURISDICTION AND ROOF MFG'S REQUIREMENTS. 3. AT CORNERS WHERE SHADED 12' X 12': OPT. A = SEE DETAIL C -1/ A3.01 FOR UNDER METAL DECK SECUREMENT. SCREW OR WELDED CONNECTION @ 6" OC FOR BAR JOISTS, DRIVE NO 14 FM APPROVED INSULATION FASTENER SCREWS WITH OVERSIZED FENDER WASHERS BETWEEN THE BAR JOIST TOP CHORD MEMBERS. FOR BAR JOIST OPENINGS = 3/4 ", WIDE, ONE WASHER SCREW SHOULD BE USED; FOR WIDER OPENINGS, TWO WASHERS PER SCREW OR THICKER WASHERS ARE NEEDED. THIS METHOD PROVIDES AN ULTIMATE CAPACITY BASED ON SCREW PULL -OUT RESISTANCE. (SEE FIGURE C-1, ALT C-2) 4. OPT. B = SEE DETAIL C -2/ A8.01 FOR ABOVE METAL DECK SECUREMENT. CO5TcO WHOLESALE TUKWILA, WA #06 400 COSTCO DRIVE TUKWILA, WA 98188 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com 0 4' 8' 16' 1/16" = 1' -0" 32' MITCHELL C. SMITH, ARCHITECT A MITCHELL C. SMITH STATE OF WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06.15.10 06.15.10 DESCRIPTION Permit Release Bid Release 93- 0440 -24 PM: LISA HORN DRAWN: KSA ROOF PLAN A2.01 SECURITY POST. ADD TO EXISTING LADDER / HATCH LADDER /HATCH SLOPE •ee 3'- 0 "x2' -6" ROOF HATCH FRAMING PER STRUCT. TYP. LJ 11 ••L ■■■ :::• iiil 1••0 mmm ■■■• ammo mow mom/ MEMAMMOIMEMMMIOMMIRIMMMOOMMOIMM ■■■l; /ammo' a -- u..0' i NEW FLASHING ROOF CURB NEW ROOFING OVER RIGID INSUL. 3' -0" CLR. OP'G C-ROOF HATCH I) SCALE: 1 -1/2" = 1' -0" NEW CRICKET HIGH SIDE SLOPE III •iii �.:: •iii •■■■ mmm iii mom Immm mom 1111 0 SKYLIGHT 2� SCALE: 1 -1/2" = 1' -0" EXISTING SKYLIGHT NEW FLASHING PREFAB. ROOF CURB NEW ROOFING FRAMING PER STRUCT. TYP. NOTE: G.C. TO VERIFY HEIGHT OF EXIST. CURB. IF BELOW 12" HT., REPLACE W/NEW CURB. NOTE: WHERE APPLICABLE 1 DECK -TITS NEW ROOFING i EXISTING WOOD ROOF DECK PENETRATION THROUGH ROOF VENTS, CONDUITS, ETC SCALE: 3" = CONTINUOUS CLEAT SECURELY FASTENED PRE - FINISHED METAL FLASHING PRE - FINISHED METAL COPING COLOR COATED FASTENER WITH NEOPRENE WASHER @ 24" O.C. MAX. SINGLE -PLY PVC ROOFING MEMBRANE EXISTING METAL PANEL r RIGID INSULATION SECURELY FASTENED PER MFR AIR / VAPOR BARRIER AS EXISTING PLYWOOD SHEATHING EXISTING TILT -UP WALL Q CANOPY PARAPET 8 SCALE: 1-1/2" = 1' -0" EXISTING GLULAM PERLIN NOTE: G.C. TO REMOVE ALL ROOFING, COPING, CANT STRIPS, ECT. DOWN TO EXISTING ROOF DECKS AND PARAPETS. PROVIDE CLEAN SURFACE FOR NEW ROOFING. SLOPE INSUL. STL. CURB BY G.C. - TYP. LEVEL TOP HVAC UNIT PER MECH. SINGLE -PLY PVC ROOFING SYSTEM NOTE: 1. G.C. TO USE PRE -FAB CURBS FOR NEW HVAC UNITS. 2. G.C. CAN CONSTRUCT BUILT -UP CURBS FOR EXISTING MECHANICAL UNITS, VENTALATORS AND FANS. HVAC CURB EXISITNG 3!1. Wool) SUPPORT FRAMING SCALE: 1/2" = 1' -0" ROOF TOP AC UNIT NEOPRENE GASKET BY M.C. RIGID INSULATION ROOF TOP MECHANICAL UNIT HOLD DOWNS OPERATING WEIGHT TOTAL # HOLD —DOWNS # HOLD —DOWNS PER SIDE 1000 4 2 2000 6 3 2500 8 4 3000 10 5 4000 12 6 5000 14 7 5500 16 8 6500 18 9 *INSTALL REQUIRED # OF HOLD —DOWN BRACKETS FOR EACH AC UNIT PER WEIGHT LISTED IN MECHANICAL SCHEDULE. NO. 12 TRAXX SCREW (TYP. OF 2) 3/8" SS CB W/ SS NYLON NUT TGM INDUSTRIES HVAC HOLD DOWN CLIP SUPPLIED AND INSTALLED BY M.C. ROOF CURB. SEE SCHEDULE FOR PROVIDER ROOF DECK AC UNIT HOLD DOWN BRACKET SCALE: N.T.S. r VIEWED FOR E COMP PPROVED UN 2 4 2010 ityofTukwk DING DIVISION RECEIVED JUN 15 2010 PERMIT CENTER C05T� WHOLESALE TUKWILA, WA #06 400 COSTCO DRIVE TUKWILA, WA 98188 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com MITCHELL C. SMITH, ARCHITECT MITCHELL C. SMITH STATE OF WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06.15.10 06.15.10 DESCRIPTION Permit Release Bid Release 93- 0440 -24 PM: LISA HORN DRAWN: ROOF DETAILS A2.02 L \_pre89 \87022\ 87022023\ COS- TUKWILA -S1- PFRP- 96- 87022023.dwg, 06- 11 -10, 2111pm, davet, 96 EXIST. 4x6 SLEEPER PURLIN TO PURLIN FIELD VFY. SIZE & LOC. EXIST. ROOF SHEATHING [PER PLAN] MECH. CURB BY OTHERS EXIST. GLULAM PURLIN PER PLAN 0 $\___EXIST. 2x SLEEPER PURLIN PER PLAN #8 x 0' -3" SCREWS 6 "oc ALL AROUND CURB TO SLEEPER EXIST. GLULAM PURLIN PER PLAN SECTION A -1 2" = 1' -0" 4 "0 LAG SCREW ® EA. CORNER OF MECH. UNIT w/ 3" MIN. PENETRATION INTO EXIST. PURLIN (4 TOTAL) 2- SIMPSON A23 CLIPS EA. END OF 4x SLEEPER (4 TOTAL PER SLEEPER) w/ 10d x 1t" NAILS TO SLEEPER & Od x 3" NAILS TO PURLIN MECH. CURB BY OTHERS BEAR DIRECTLY OVER EXIST. PURLIN EXIST. 2x SUBPURLIN PER PLAN [PER PLAN] #8 x 0' -3" SCREWS 0 6 "oc ALL AROUND CURB TO FRAMING EXIST. ROOF SHEATHING EXIST. GLULAM PURLIN PER PLAN X x x X X x X x x x X X X X X X x X X X x x x X x x X x % X x x x x x x x x x x x x x TYP. FIX @ DAMAGED ROOF PANEL r = riN FLASHING & WATERPROOFING PER ARCH, TYP. <TOP OF PARAPET> EXTERIOR FINISH PER ARCH. 8 1" TYP. " PLYWOOD SHEATHING BOTH SIDES w/ 10d x 13" NAILS 0 6 "oc ALL AROUND NEW STUD WALL PARAPET w/ 2x6 STUDS 0 16 "oc & 2x6 TOP & BOT. PLATES NEW ROOFING BY OTHERS EXIST. PLYWOOD SHEATHING EXIST. 6" P.C. TILT WALL — EXIST. GLULAM PURLIN 2 1 "0 x 0' -5" SIMPSON TITEN SCREWS 0 EA. 2x WALL STUD (SEE DTL.) TYP. WOOD STUD PARAPET DTL. 11" = 1' -0" SECTION A -2 NEW 2 -2x8 DF -L #2 FRMG. w/ SIMPSON LUS28 -2 MGR. EA. END TYP. UNDER MECH. CURB EXIST. GLULAM PURLIN PER PLAN 2" - V.-0" 4 - EXIST, UNDAMAGED PLYWOOD TO REMAIN, TYP. REPLACE ALL ROTTED AND /OR DAMAGED PANELS W/ NEW 4x8 SHEETS w/ THICKNESS & GRADE TO MATCH EXIST. FASTEN w/ 10d x 3" NAILS w/ EDGE SPCG. TO MATCH EXIST. MIN. NAILING SHALL BE 4 "oc EDGES & 12 "oc FIELD GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & 2. DESIGN CODE AND Applicable Code Code supplement 3. DESIGN LOADS a. Roof Live Load b. Snow Load c. Seismic d. Wind Load e. Dead f. Load N M (VFY. w/ ARCH.) EXISTING GLULAM PURLIN 2' -9" MAX. (VFY. w/ ARCH.) NEW ROO HA H PENETR ION L. ATE PER ARCH AWINGS T CUT E. row GL MS NEW 2x6 HF -L NO. 2 FRAMING TYPICAL ALL AROUND w/ SIMPSON LUS26 -2 HANGER EACH END FRAME EXISTING 2x SUB - PURLINS INTO NEW DBL. 2x6 FRAMING w/ SIMPSON LUS26 HANGERS TYP. g r- z a= a z w TYPICAL ROOF HATCH FRAMING DETAIL EXIST. PLYWOOD SHEATHING 2" - 1' -0" 4 NEW 2x4 FRAMING TO EXIST. OPENING FRAMING w/ 10Dx24 " NAILS ® 6 oc STAGGERED D Site Location - Costco Wholesale - Tukwila, WA NEW PLYWOOD SHEATHING W/ THICKNESS & GRADE TO MATCH EXIST. FASTEN w/ 10D x 2i" NAILS 0 6 "oc ALL AROUND EXIST. 2x FRAMING TYP. HVAC INFILL DETAIL STANDARDS (Edition /Name) - 2006 International Building Code (IBC) & Date - ASCE 7 -05 loads Combinations See snow load Basic roof snow load - Pf = 25 psf Importance factor - Is = 1.0, Drifting snow is not required in the design. Ss = 1.43 S1 = 0.49, Ie = 1.0, Site Class "D" and Seismic Design Category = "D ", Seismic Use Group I. SDS = 0.953 SD1 = 0.493. Basic wind speed (3 sec.gust) = 85 (mph) Exposure B Importance factor Iw = 1.0. Internal pressure coefficient GCpi - + 0.18 Components & cladding = 14.5 psf Weight of structure. All Code required load combinations are to be used in the building design. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. FRAMING LUMBER GRADES & STRESSES SHALL CONFORM WITH LATEST EDITION OF "WESTERN LUMBER GRADING RULES ", WWPA OR "STANDARD NO. 17 GRADING RULES FOR WEST COAST LUMBER ", WCLIB. ALL LUMBER S4S AND S -DRY UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE, USE THE FOLLOWING: SPECIES GRADE BASE VALUE Fb VISUALLY GRADED DIMENSION LUMBER (2" TO 4" THICK BY 2" & WIDER) STUDS - TYPICAL HEM FIR #2 850 PSI PLATES & LEDGERS HEM FIR #2 850 PSI EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL BASE VALUE STRESSES TO BE ADJUSTED WITH APPROPRIATE SIZE FACTORS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. USE STANDARD LENGTH COMMON NAILS CONFORMING WITH FEDERAL SPECIFICATION FF-N-105B FOR ALL NAILING EXCEPT WHERE SHORTER NAILS PROVIDE THE REQUIRED PENETRATION IN DIAPHRAGMS. PROVIDE MIN. NAILING PER IBC TABLE 2304.9.1 UNLESS NOTED OTHERWISE. ALL HANGERS, TIES AND CONNECTORS ARE SIMPSON. OTHER MANUFACTURERS WITH ICC -ES APPROVED LOAD CAPACITIES EQUAL TO OR GREATER THAN THAT SPECIFIED MAY BE USED. NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER. CUT NO HOLES IN ANY STRUCTURAL FRAMING WITHOUT ENGINEERS APPROVAL, EXCEPT THAT 1 -INCH DIAMETER HOLES MAY BE DRILLED IN 2X STUDS AND PLATES - -NO MORE THAN ONE HOLE EVERY 6- INCHES. ALL FASTENERS, CONNECTORS AND ANCHORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL, ZMAX (G185 HDG PER ASTM A653), HOT -DIP GALVANIZED (HDG) PER ASTM A123 FOR CONNECTORS AND ASTM A153 FOR FASTENERS, OR MECHANICALLY GALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER. 1i" = 1' -0" SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. THE REMODELING AND /OR REHABILITATION OF AN EXISTING BUILDING REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS, AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY, OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE BUILDING, THE OWNER AGREES THAT, EXCEPT FOR NEGLIGENCE ON THE PART OF THE DESIGN PROFESSIONAL, THE OWNER WILL HOLD HARMLESS AND INDEMNIFY THE DESIGN PROFESSIONAL FROM AND AGAINST ANY AND ALL CLAIMS, DAMAGES, AWARDS, AND COSTS OF DEFENSE ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. ABBREVIATIONS ARCH. B. OR BOT. BTWN. BLDG. C.I.P. CLR. CNTR. CON. CONT. CONTR. DIA. EA. EL. OR ELEV. E.N.W. OR ENW E.F. E.W. F.O.C. F.O.P. F.O.S. F.O.W. FTG. H. OR HORIZ. H.S.S. I.F. INC. KB L.L.H. L.L.V. = ARCHITECT M.A.S. = BOTTOM M.B.S. = BETWEEN N.F. = BUILDING N.T.S. = CAST IN PLACE 0.F. = CLEAR OPNG. = CENTER 0.T.0. = CONCRETE PNL. = CONTINUOUS REINF. = CONTRACTOR R.O. = DIAMETER SW = EACH SIM. = ELEVATION SYMM. = ENGINEERS NORTHWEST T. = EACH FACE T.O.F. = EACH WAY T.S. = FACE OF CONCRETE TYP. = FACE OF PLYWOOD = FACE OF STUD U.N.O. = FACE OF WALL = FOOTING V. OR VERT. = HORIZONTAL V.I.F. = HOLLOW STRUCTURAL SECTION = INSIDE FACE V.O.F. = INCLUDING = KWIK BOLT W/ = LONG LEG HORIZONTAL = LONG LEG VERTICAL = MASONRY (CLAY OR CMU) = METAL BLDG SUPPLIER = NEAR = NOT TO SCALE = OUTSIDE FACE = OPENING = OUT TO OUT = PANEL = REINFORCING = ROUGH OPENING • SHEARWALL = SIMILAR = SYMMETRICAL = TOP = TOP OF FOOTING = TUBE STEEL = TYPICAL AT ALL SIMILAR PLACES = UNLESS NOTED OTHERWISE = VERTICAL = VERTICAL INSIDE = VERTICAL OUTSIDE FACE = WITH 50' -0" ODD BAY z J 0 V) X W N W 720# AC 2 LOC. O ER FOOTPRI OF E IST. UNIT (S E ARCH. :• MECH) EXIST. PURLIN z J Q (1) X W EXIST. GLB LINE z J Cl_ N X W EXIST. PURLIN EXIST. PURLIN EXIST. GLB LINE CODE EXIST. PURLIN EXIST. PURLIN z J Cl_ EXIST. GLB LINE EXIST. PURLIN z J 0_ X LiJ NEW 720# AC -1 LOC. OVER FOOTPRINT OF EXIST. UNIT (,SEE ARCH. & MECH.) EXIST. PURLIN EXIST. PURLIN EXIST. PURLIN EXIST. I GLB LINE EXIST. PURLIN EXIST. PURLIN z J 0 X EXIST. PURLIN 8 ODD BAY PARTIAL FRAMING PLAN 0-,ED g" = 1' -0„ NOTE: 1.) ALL EXISTING CONDITIONS TO BE FIELD VERIFIED DURING CONSTRUCTION & PRIOR TO INSTALLATION OF NEW FRAMING & HVAC (SEE GENERAL NOTES) 2.) VERIFY ALL INFO w/ ARCH DRAWINGS. t S REVIEWED FOR CODE AP.. ROVED JUN 2 4 2010 City of Tukwila BUILDING DIVISION RECEIVED JUN 15 2010 PERMIT CENTER w 0 11 ENGINEER: - - Y 0 1 I e ca 0 D. TALOA DATE: DRAWING REVISIONS SHEET NO: 1 DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION Io z I W 0 11 ENGINEER: RE -ROOF & HVAC REPLACEMENT 400 COSTCO DRIVE TUKWILA, WA. 98188 DRAWN: D. TALOA DATE: DRAWING REVISIONS SHEET NO: 1 Io z -J W UW W I SHEET NT ROOF FRAMING PLAN, DETAILS, AND GENERAL NOTE 11 ENGINEER: RE -ROOF & HVAC REPLACEMENT 400 COSTCO DRIVE TUKWILA, WA. 98188 JOB NO: 87022023 ENGINEER: J. KIPPLE DRAWN: D. TALOA DATE: 06 -07 -10 SHEET NO: 1 Replacement \1 52ME 1 .dwg, K:\2010\150-159\10-152 EXISTING EXHAUST FAN TO REMAIN. ° EXISTING AC UNIT TO REMAIN. 0 REMOVE EXIST. AC UNIT APPROX. HERE. DEMO EXISTING DUCTWORK ON ROOF. FIELD VERIFY SIZE AND L011 I ON. EXISTING EXHAUST FAN TO REMAIN. 0 r- I ABANDONED CURB TO BE REMOVED. EXISTING AC UNIT TO REMAIN. POWER VENTILATOR TOOREMAIN. 1 POWER VENTILATOR TO REMAIN. 0 REMOVE EXIST. 1.5 TON AC UNIT APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. ABANDONED CURB TO BE REMOVED. EXISTING STEAM VENT AND FLUE TO REMAIN. 0 SEE DETAIL TRANSITION EXIST. DUCTWORK THRU ROOF TO NEW UNIT DUCT DROP EXISTING PANEL D EXISTING AC UNIT TO REMAIN. 0 NEW UNIT TO LOC ED AT LOCATI EX .TING DUCT P NETRATIONS THR 00F. FIELD VERI AND LOCATION. r L 7 EXISTING EXHAUST FAN TO REMAIN. #1 0 30A /3P 15AF EXIST. EXHAUST FAN TO REMAIN. 0 SEE DETAIL TRANSITION EXIST. DUCTWORK THRU ROO TO NEW UNIT DUCT DROP SI r ES. POWER VENTILATOR TO REMA N. 0 EXIST. REFRIGERATION SYSTEM CONDENSER AND ELECTRIC DISCONNECTS, VERIFY WITH OWNER IF TO REMAIN. 0 POWER VENTILATOR TO REMAIN. POWER VENTILATOR TO REMAIN. 0 EXIST. ABANDONED REMOTE REFRIGERATION UNIT TO BE REMOVED. EXISTINe AC UNIT TO REM O Imo_ 111111 I r- I I EXIST. REFRIGERATION SYSTEM CONDENSER AND CONTROL P NEL, VERIFY WITH OWNER IF TO R MAIN. 0 EXISTING AC UNIT TO EMAIN. 0 EXISTING FLUE VENTS TO BE REMOVED. =I EXISTING AC UNIT TO REMAIN. POWER VENTILATOR TOO REMAIN. 1 S TO BE REMOVED 1 L_ GRAVITY VENT ROEMAIN. 1 EXIST. EXHAUST FAN TO REMAIN. 1 EXIST. EXHAUST FAN TO REMAIN. 0 POWER VENTILATOR TO REMAIN. 0 Nc/- a EXISTING AC UNIT TO REMAIN. EXHAUST FAN, VERIFY WITH OWNER IF TO REMAIN. 0 EXISTING MDP -1 & ON MEZZANINE EXISTING AC UNIT TO REMAIN. EXISTING AC UNIT TO BE REMOVED. 1 WER VENTILATOR REMAIN. EXISTING MSB -1 & 2 EXIST. EXHAU T FAN TO REMAIN. 0 ABANDONED CURB TO BE REMOVED. GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPUCABLE. 0 REUSE EXISTING ROOF CURB. REPLACE CURB AS REQUIRED TO ACCOMMODATE NEW ROOF ELEVATION. FIELD VERIFY EXISITNG EQUIPMENT SIZE AND LOCATION. ® PROVIDE NEW ROOF CURB. FIELD VERIFY EXISITNG EQUIPMENT SIZE AND LOCATION. GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPLICABLE. 1. COORDINATE ALL MECHANICAL DUCTWORK LOCATIONS WITH ELECTRICAL EQUIPMENT. NO DUCTWORK WILL BE ALLOWED TO RUN OVER THE TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT OR PANELS. 2. INSTALLATION INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO THE FIELD INSPECTOR AT TIME OF INSPECTION. 3. APPLICABLE MECHANICAL CODE: IMC 2009 APPLICABLE ENERGY CODE: WSEC 2009 4. RUN ALL SUPPLY, RETURN AND EXHAUST DUCTS AND FLUES BETWEEN THE ROOF AND CEILING SPACE STRAIGHT WITH INTERNAL INSULATION. NO ANGLES OR OFFSETS. CONTACT ARCHITECT TO RESOLVE ANY CONFLICTS WITH STRUCTURE. 5. ALL EXISTING GAS PIPING LOCATED ON THE ROOF TO REMAIN. FIELD VERIFY ELEVATION ABOVE ROOF LINE, AND RAISE PIPING AS REQUIRED TO ACCOMMODATE NEW ROOF ELEVATION. EXISTING AC UNIT TO REMAIN. 0 REMOVE EXIST. EXHAUST EXISTING EXHAUST FAN AND ROOF CURB. FAN TO REMAIN. 0 0 MAIN PLAN imvi 111111111111111111111111\ EXISTING SPLIT SYSTEM AC UNIT, VERIFY WITH OWNER IF TO REMAIN. SCALE: 1/16" = i' -0" EXIST. BOILER FLUE TO BE REMOVED. 0 GRAVITY VENT T EXIST. EXHAUST REMAIN. 0 REMAIN. FAN TO 10 - S'� (F) c) CODE APPROVED JUN 2 4 2010 City of Tukwila BUILDING DIVISION RECEIVED JUN 15 2010 PERMIT CENTER 11 di cn H 0 z PLAN, MECHANICAL z 0 0 ELECTRICAL MECHANICAL AND z i--1 1- z cc 0_ 6 w 0 w 2 0 REVISION DATE: 0 0 N O ISSUE DATE: JUNE ARCHITECT REFERENCE NO: J 3z zw 0 w o O I- 0 z 00 0 0 LU c/)Z Li 12 m� >- O z a w gw o oF_ 0 o� I- aZ zo 0 PROJECT NO:10 -152 AS REQUIRED BY POWER COMPANY. Replacement \152ME 2.dwg, WA Roof ELECTRICAL LEGEND m SINGLE PLUG -IN RECEPTACLE, +18" OR AS NOTED ® DUPLEX RECEPTACLE, +18" OR AS NOTED C JUNCTION BOX, SIZE AND TYPE PER CODE EP FUSED DISCONNECT, COORDINATE W /EQUIPMENT SUPPLIER a COMBINATION STARTER /DISCONNECT SWITCH NON -FUSED DISCONNECT, COORDINATE W /EQUIPMENT SUPPLIER WP M.S.B. M.D.P. M.L.O. CU A.F.F. GFI E.C. TYP. MOTOR CONNECTION AS REQUIRED CONDUIT IN CEILING OR WALL, 1/2" MIN. CONDUIT UNDERGROUND OR FLOOR, 3/4" MIN. HOME RUN TO PANEL WITH CIRCUIT NUMBER, SLASHES INDICATE NUMBER OF CONDUCTORS TLCENDTOPIT OLSHC## I /2 "C C - MEALICOUIVCPATICONUT ISOLATED GROUND OR GROUND CONDUCTOR BRANCH PANEL GROUNDING PER CODE OR 3/4" DIAMETER 10' LONG STAINLESS STEEL GROUND ROD MECHANICAL UNIT WEATHER PROOF MAIN SWITCHBOARD MAIN DISTRIBUTION PANEL MAIN LUGS ONLY COPPER ABOVE FINISH FLOOR GROUND FAULT CIRCUIT INTERRUPTER ELECTRICAL CONTRACTOR TYPICAL LOAD CALCULATION - MSB CIRCUIT USE SYMBOL DEMAND LOAD FROM UTILITY MONITORING SYSTEM = 1045 KW 0 0.85 P.F. = 1229 KVA MULTIPLY BY 1.25 (SAFETY FACTOR) = 1537 KVA EXISTING UGHTING = 1848 A EXISTING LOAD = 1537 KVA ADDED LOADS = 2 KVA TOTAL CONNECTED LOAD = 1539 KVA EXISTING LIGHTING = 1851 A EXISTING MAIN SERVICE SIZE 2500A ® 480V, 3P, 4 -WIRE 81.3 AMB, 75.3 EDB, 63.1 EWB, 1200 CFM GROUND SENSOR EQUIPMENT NE A- 3R GROUND FAULT PROTECTION PROVIDE TESTING PER NEC EX M.S.B.-1 230- 95(C). CT PT 2500A/3P 2500 A CU BUS, 480/277V, 30, 4W, 2500 AF (CLASS L) 100,000 AIC fVIN., 100% RATED N 500MCM REMOTE METERS & ALL OTHER RELATIVE EQUIPMENT AS REQUIRED BY POWER CO. (8 -4 "C, 4 500MCM THW CU EA. NEUTRAL DISCONNECT LINK NEC 230 -75 BUILDING MAIN COLD WATER PIPE, BUILDING STRUCTURAL STEEL PER NEC ART. 250. TO UTILITY TRANSFORMER #3/0 CU (8)-4"C, 4#500MCM THW CU EA. NHMA -1 F1XIS M.D.P.-1 2500 A 30, 4W, CU BUS, 480/277V, 100,000 AIC MIN., 100% RATED 400A /3P = 300AF (LPJ) EXIST, FEEDER NEW PANEL BREAK RM. EXIST. FEEDER #6 CU TO COLD WATER PIPE ,\\ TBR 45 KVA 480- 208/120V PANE BR 2 "C THW##- 1 CU TIRE 150A/3P MAIN BREAKER HVAC EQUIPMENT SCHEDULE CIRCUIT USE SYMBOL ITEM SERVES MFR /# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES EXISTING UGHTING AC -1 AIR PHARMACY TRANE 36.7 MBH TOTAL COOLING, 27.9 MBH SENSIBLE, 460V/30 720# PLAN M -1 300 CFM MIN 0/A (1) 2 EXISTING UGHTING EXISTING LIGHTING CONDITIONER 3.00 YHC036E4 81.3 AMB, 75.3 EDB, 63.1 EWB, 1200 CFM 15MCOP 4 20/1 EXIST. UNIT WEIGHT = 450# (5) (6) EXISTING UGHTING EXISTING UGHTING RLA CO 0.5" ESP, EER = 15, 8.8FLA 5 7/M -2 20/1 (7) 3.00 EXISTING UGHTING EXISTING UGHTING 3.00 60 MBH INPUT, 48MBH OUTPUT, 80% AFUE 20/1 7 8 20/1 (14) AC -2 AIR OFFICE TRANE 48.9 MBH TOTAL COOLING, 33.9 MBH SENSIBLE, 460V/30 653# PLAN M -1.1 300 CFM MIN 0/A (1) (2) 20/1 CONDITIONER WSC048E4 81.3 AMB, 75.6 EDB, 64.7 EWB, 1600 CFM 15MCOP PLAN M -2.1 EXIST. UNIT WEIGHT = 517# (5) (6) 20/1 ROA ® 0.5" ESP, SEER = 13, 44.4 MBH TOTAL HEATING, COP = 3.4 10.6FLA 3.00 7/M -4.1 (7) (14) (1) AC UNITS TO BE SUPPLIED WITH LOW LEAK DAMPERS, ECONOMIZER, BAROMETRIC RELIEF, AND THROW -AWAY FILTERS, HINGED ACCESS DOORS (2) UNIT SHALL BE PROVIDED WITH THROUGH THE BASE ELECTRICAL WITH DISCONNECT SWITCH, 120V /15AMP CONVENIENCE OUTLET, AND THROUGH THE BASE GAS PIPING CONNECTION. (3) NOT USED (4) NOT USED (5) AC UNIT CONTROLLED BY BMS. T -STAT S.O.I.C. MOUNT SALE FLOOR UNITS AT 72 ", ALL OTHERS AT 48" (6) ROOF CURBS BY G.C. 15 (7) EQUIPMENT FURNISHED BY COSTCO, INSTALLED BY M.C. CONTACT COSTCO PURCHASING DEPT. TO COORDINATE DELIVERY TIME ® FAX(425)313 -6770. 30/3 (8) NOT USED 2.70 (9) NOT USED (4) FAN COILS (10) NOT USED 11) NOT USED 3.00 12) NOT USED 17 13) NOT USED (14) NEW AND EXISTING UNIT WEIGHTS DO NOT INCLUDE WEIGHT OF CURB OR DUCTWORK. PANEL: D 480 / 277 VOLTS 3 PHASE 4 WIRE EXISTING 400 A CU BUS M.LO. 22000 A.I.C. MIN. TOP FEED SURFACE MOUNT SQ -D NEHB CIRCUIT USE A PHASE (KVA) B C BKR. CKT. CKT. NO. NO. BKR. A PHASE (KVA) B C CIRCUIT USE EXISTING UGHTING 3.00 10 5 20/1 1 2 20/1 3.00 7 *INSTALL REQUIRED # OF HOLD -DOWN CABLES FOR EACH AC UNIT PER WEIGHT LISTED IN MECHANICAL SCHEDULE. EXISTING UGHTING EXISTING LIGHTING 3.00 20/1 3 4 20/1 3.00 EXISTING UGHTING EXISTING UGHTING 100 20/1 5 6 20/1 3.00 EXISTING UGHTING EXISTING UGHTING 3.00 20/1 7 8 20/1 3.00 EXISTING UGHTING E XISMNG UGHTING 3.00 20/1 9 10 20/1 3.00 EXISTING UGHTING EXIS1NG UGHING 3.00 20/1 11 12 20/1 3.00 EXISTING UGHTING EXISTING UGHTING 3.00 20/1 13 14 2.70 EXISTING UGHTING 3.00 20/1 15 16 30/3 2.70 (4) FAN COILS EXISTING UGIi1NG 3.00 20/1 17 18 2.70 SPARE 20/1 19 20 20/1 3.19 TIRE UGHTING SPARE 20/1 21 22 20/1 3.19 TIRE UGH11NO SPARE 20/1 23 24 20/1 3.19 TIRE UGHTING 10.00 25 26 1.50 SUBFEED PANEL LL 10.00 40/3 27 28 15/3 1.50 SUMP PUMP 10.00 29 30 1.50 3.00 20/1 31 32 5.37 PARKING UGHTING 3.00 20/1 33 34 20/3 5.37 AC -1 & AC -2 * 3.00 20/1 35 36 5.37 15.00 37 38 2.97 SUB FEED PANEL BR 15.00 70/3 39 40 15/3 2.97 A/C (TIRE) 15.00 41 42 2.97 TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 37.00 37.00 37.00 58.73 KVA 58.73 KVA 58.73 KVA 21.73 21.73 21.73 TOTAL CONNECTED LOAD 176.19 KVA 211 A * REVISED LOAD. PROVIDE NEW BREAKER ELECTRICAL PLAN NOTES: O EXISTING AC -1 AND AC -2 TO BE REPLACED WITH NEW UNITS. REUSE EXISTING AC -2 CIRCUIT. REPLACE EXISTING 20A /3P BREAKER IN EXISTING PANEL D TO 30A /3P NEW BREAKER. DEMOLISH FEEDERS FROM EXISTING UNITS TO SOURCE AND PROVIDE NEW AS SHOWN. GENERAL NOTES; (1) INFORMATION ON THE EXISTING INSTALLATION HAS BEEN OBTAINED FROM THE BEST SOURCES AVAILABLE BUT CAN NOT BE GUARANTEED ACCURATE IN ALL RESPECT. PRIOR TO BID, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE, THOROUGHLY FAMILIARIZE HIMSELF. (2) ALL WORK SHALL BE PERFORMED TO CHANGE THE EXISTING ELECTRICAL INSTALLATION AS SHOWN. INCLUDE AS PART OF THE CONTRACT ALL RELATED WORK REQUIRED TO OBTAIN THE INDICATED RESULTS. ALL EXISTING WIRING, CONDUITS, JUNCTION BOXES AND ALL OTHER ELECTRICAL EQUIPMENT AND DEVICES IN THE AREAS AFFECTED BY THE DEMOLITION AND THE NEW WORK SHALL BE REMOVED AND RELOCATED AS REQUIRED. EXTEND ALL CONDUITS AND WIRING. REPULL NEW WIRES AS REQUIRED. (3) ALL WORK ARE TO BE DONE SO AS NOT TO INTERFERE WITH THE WAREHOUSE'S NORMAL OPERATION. ANY ELECTRICAL SHUTDOWN SHALL BE COORDINATED AND SCHEDULED AS APPROVED BY THE STORE MANAGER OR COSTCO'S DESIGNATED REPRESENTATIVE. (4) DO NOT RUN CONDUITS AND WIRES ON ROOF. 340P500 CLEVIS 3/16" SS AIRCRAFT CABLE SS 7" ROOF TOP AC UNIT DO NOT BLOCK ACCESS PANELS NEOPRENE GASKET BY M.C. RIGID INSULATION ROOF TOP MECHANICAL UNIT HOLD DOWNS OPERATING WEIGHT(LBS: TOTAL # HOLD-DOWNS # HOLD -DOWNS PER SIDE <1000 4 2 <2000 6 3 <3000 8 4 <4000 10 5 <5000 12 6 <6000 14 7 *INSTALL REQUIRED # OF HOLD -DOWN CABLES FOR EACH AC UNIT PER WEIGHT LISTED IN MECHANICAL SCHEDULE. NO. 12 SELF DRILLING SCREW (TYP. OF 2) HOLD DOWN CABLE SUPPLIED BY OWNER, INSTALLED BY M.C. 14 GA. ROOF CURB. SEE SCHEDULE FOR PROVIDER ROOF DECK AC UNIT HOLD DOWN CABLE SCALE: NONE CURB AND FLASHING PER ARCH. PROVIDE HOLD DOWN BRACKET PER DETAIL ROOF CONDENSATE CONNECTION TO AC UNIT WITH TRAP. DAYLIGHT TO DRIP BLOCK ON ROOF. GAS PRESSURE REGULATOR - PROVIDE DRIP BLOCK FOR CONDENSATE LINE FROM AC UNIT ON ROOF. SIZE PER PLAN DUCTS MUST RUN STRAIGHT DOWN PERPENDICULAR TO FLOOR, FROM ROOF TO TOP OF STRUCTURE DUCTS TO BE INTERNALLY INSULATED FOR RUN BETWEEN BUILDING ROOF AND ANCILLARY FRAMING SA SA RA FLEX CONNECTION SMOKE DETECTOR PROVIDED BY FIRE ALARM CONTRACTOR. INSTALLED BY M.C. INSTALL IN RETURN DUCT ONLY IF REQUIRED BY LOCAL CODE FOR UNITS OVER 2000 CFM (SEE SPEC FOR FIRE ALARM CONTRACTOR RESPONSIBILITY) LL OFFSETS TO BE BETWEEN CEILING SPACE. CEILING / LIGHTS TYPICAL ANCILLARY STRUCTURE (PHARMACY, OPTICAL OFFICE, E. D. P, & FOOD SERVICE) • 4. TYPICAL DUCTED AC UNIT DUCT ELEVATION DETAIL SCALE: NONE REVIEWED CODECOMPLIANCE APPROVED JUN 2 4 2010 City of Tukwila BUILDING DIVISION RECEIVED JUN 15 2010 PERMIT CENTER z W SCHEDULE, 0 MECHANICAL z 0 0 ELECTRICAL z MECHANICAL w V w 0 REVISION DATE: 0 0 N 0 ISSUE DATE: JUNE ARCHITECT REFERENCE NO: J 3z zw LL w wo 01- z tai 00 V N Z mE2 >- Et 0 we gw V 1- 0 1- 0 o� 1- a Z 0 0 Z O O PROJECT NO:10 -152