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Home My WebLink AboutB11-0309�� TOWN OF VAIL, COLORADOCopy Reprinted on 10-04-2011 at 14:34:11 10/04/2011 Statement �� Statement Number: R110001121 Amount: $93.01 09/Ol/201110:26 AM Payment Method: Check Init: DR Notation: CK# 2159 TURNER MORRIS INC ----------------------------------------------------------------------------- Permit No: B11-0309 Type: COMBINATION BLDG PERMIT Parcel No: 2101-082-2500-3 Site Address: 122 E MEADOW DR VAIL Location: VILLAGE CENTER - EYE PIECES Total Fees: $257.86 This Payment: $93.01 Total ALL Pmts: $257.86 Balance: $0.00 �� ACCOUNT ITEM LIST: Account Code Description Current Pmts PF 00100003112300 PLAN CHECK FEES 93.01 NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES �. �o� a� �n� . Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: 611-0309 Job Address: 122 E MEADOW DR VAIL Location......: VILLAGE CENTER - EYE PIECES Parcel No....: 210108225003 OWNER VILLAGE CENTER ASSOC 124 WIL�OW BRIDGE RD VAIL CO 81657 APPLICANT TURNER MORRIS, INC 5054 MARSHALL STREET ARVADA CO 80002 License: C000003178 CONTRACTOR TURNER MORRIS, INC 5054 MARSHALL STREET ARVADA CO 80002 License: C000003178 09/01 /2011 09/01/2011 Phone:303-431-1300 09/01/2011 Phone:303-431-1300 Description: OVERLAY EXISTING TAR AND GRAVEL ROOF WITH A DARK GREYPVC MEMBRANE AND REINSTALL EXISTING PEAGRAVEL OVER NEW ROOF. Occupancy: Type Construction: Project #: Applied.....: Issued. . . : P RJ 11-0421 09/01/2011 10/04/2011 Valuation: $7,274.00 ...................................,..>_.......,,.....,,.,......................... FEE SUMMARY ......,,,.,...._,.......,......,.,,..,...+...,.,,,...,..._....................... Building Permit -----------> $153.25 Bldg Plan Check ----------> $99.61 Use Tax Fee----------------------> $0.00 Electrical Permit ---------> $0.00 Elec Plan Check -----------> $0.00 Restuarant Plan Review--------> $0.00 Mechanical Permit ------> $0.00 Mech Plan Check ---------> $0.00 Additional Fees--------------------> $0.00 Plumbing Permit --------> $0.00 Plmb Plan Check ---------> $0.00 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $5.00 TOTAL PERMIT FEES-------------> $257.86 Payments------------------------------> $257.86 BALANCE DUE-----------------------> $0.00 ..� .................................,..,,,,...,..,,,..,,...._..,.........,..,,.,.,,...__..,.....,..,.......«,.............x...==.....,,...,....,,.....<,..._..._.......................,... DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - :00 PM. /a -�-�/ S na e wner or Contractor Date Print Name combination permit_012811 '��r� i � 1 i .......................»..........,,+,+................:........».....«..+,»...+............+++..............,...........»..........................................»..........».......»». CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: 611-0309 Address: 122 E MEADOW DR VAIL Owner: VILLAGE CENTER ASSOC Location: VILLAGE CENTER - EYE PIECES ................,..,.....»,........,....,...,,..........,.....,.,,,.,..,,......,...,...,........»..........x.....,.�...�....,.,................,.........,,......,,..,.......,,....... combination permit_012811 �� TOWN OF VAIL, COLORADOCopy Reprinted on 10-04-2011 at 14:37:00 10/04/2011 Statement �� Statement Number: R110001276 Amount: $164.85 09/21/201103:54 PM Payment Method:Credit Crd Init: SAB Notation: 2639 - SCOTT CUNNINGHAM ----------------------------------------------------------------------------- Permit No: B11-0309 Type: COMBINATION BLDG PERMIT Parcel No: 2101-082-2500-3 Site Address: 122 E MEADOW DR VAIL Location: VILLAGE CENTER - EYE PIECES Total Fees: $257.86 This Payment: $164.85 Total ALL Pmts: $257.86 Balance: $0.00 �� ACCOUNT ITEM LIST: Account Code Description Current Pmts BP 00100003111100 BUILDING PERMIT FEES 153.25 PF 00100003112300 PLAN CHECK FEES 6.60 WC 00100003112800 WILL CALL INSPECTION FEE 5.00 �� TOWN OF VAIL, COLORADOCopy Reprinted on 10-04-2011 at 14:35:51 10/04/2011 Statement �� Statement Number: R110001121 Amount: $93.01 09/Ol/201110:26 AM Payment Method: Check Init: DR Notation: CK# 2159 TURNER MORRIS INC ----------------------------------------------------------------------------- Permit No: B11-0309 Type: COMBINATION BLDG PERMIT Parcel No: 2101-082-2500-3 Site Address: 122 E MEADOW DR VAIL Location: VILLAGE CENTER - EYE PIECES Total Fees: $257.86 This Payment: $93.01 Total ALL Pmts: $257.86 Balance: $0.00 �� ACCOUNT ITEM LIST: Account Code Description Current Pmts PF 00100003112300 PLAN CHECK FEES 93.01 1 � �a� a� v� . *.**..***..*.**.*********,.**********,�**********.*****.************,**,**********************,�*****,*..***********************��**************�***** REQUIRED INSPECTIONS AND STATUSES Permit #: B11-0309 Address: 122 E MEADOW DR VAIL Owner: VILLAGE CENTER ASSOC Location: VILLAGE CENTER - EYE PIECES ******„*****«*,.,.**************,,,,.,.,*«********�***�,,,.***««****«********,.*.**„**«„««****„*.***,**«***««««******************,.*,,,,.*«****,*****.********.,.. Item: 00090 BLDG-Final combination permit_012811 TOWN Of 75 South Frontage Road West Vail, Colorado 81657 vailgov.com Date: 9/08/2011 Re: 122 East Meadow Drive / 611-0309 �� Dear Mr. Loff, RESPONSEINSTRUCTIONS Community Development Department 970.479.2138 970.479.2452 fax • Submit three complete sets of revised construction documents containing the requested information with all plan revision items clouded or otherwise identified. • Please respond in writing to each comment with a response letter addressing each comment. BUILDING COMMENTS / Architectural Comments: ✓ 1. Plans to be fully dimensional and to scale per Town of Vail submittal requirements. See attached roof plan. V 2. Indicate Type of Building construction and proposed roof covering classification. Reference section 1505.1 IBC. Buildinq is considered commercial/Residental.New roof to be installed is a UL Class A Roof system. See attached Evaluation reports from UL and Miami Dade. 3. Description indicates "PVC roof' please clarify materials and the associated ASTM standard to be used for the installation. Is this a thermoplastic roof system? See section 1507.13 IBC. Provide information on the plans. See attached Evaluation reports from UL and Miami Dade. 4. Description on permit indicates a flat roof. A minimum of'/4" per foot slope is required or plans to be designed by a structural engineer to address potential ponding. Roof meets the required %4"slope to eliminate the pondinq water �V� �� `°%� 1 SEP 2 1 2011 TOWN OF VAI 5. Show required roof drainage to include secondary drains per section 1503.4 IBC. See attached • Roof is slope '/4" per foot to the existinq Drain. • New Over flow or Secondarv drain per code 1503.4 of The IBC • Drain/Scupper to be install min of 16' from drain to meet the max 4" pondinq water requirement 6. Indicate size of drains showing compliance with section 1503.4 IBC and the IPC. PLANNING COMMENTS Reviewed and accepted FIRE COMMENTS NA PUBLIC WORKS COMMENTS 1. A right of way permit is required accompanied by a construction staging plan. To be submitted and approved prior to issuance of a building permit. Contact Leonard Sandoval at 479-2198. Lenard has met on site and deemed a riaht of way permit is not required. See attached response. Sincerely, Martin A. Haeberle Chief Building Official Town of Vail Page2 �I�/�I��•II�I��I��I�I�I�I��I/��I��I��(I� ��I��/��I��, �� 1 � I�I � � 1� I� I� I� �� I�I � I I � 1�I � ��I � � I� I� I� I� I I�/� I�I � I �� I I I� I� I� I�� I/ � I� I�� MORRIS R O C F 5 Y S` E nn S Town Of Vail Response Instructions: Architectural Comments 5. Show required roof drainage to include secondary drains per section 1503.4 IBC. Roof ineets the required %"slope to eliminate the ponding water T � `�� ' "r" lu.� .,��_ • Roof is slope %" per foot to the existing Drain. � • New Over flow or Secondary drain per code 1503.4 of The I BC� Drain/Scupper to be install min of 16' from drain to meet the max 4" ponding water requirement. COMMERCIAL ROOF SYSTEMS P �� .� �� re� xa::�:�<Aa.,.g�m �� .o�do� ��y � � � br�, �, �,� �m Tumx 1-bms 4r sosa rt.,r�,oe �a.ver. s,,,.,a�. �: o aaa�z Til (303) d31-13GiJ Fox (3L 3) 431-rc.OQ7 R'%"" Vdl Eye �eces 122 Easi Meado.v Val, CO 81657 °'� "°"` Vdl Eye Pieces rcg ao�r 9/k3JI1 $CO� �.. _ b. m�sa.o.+:y K� v.oQ�+v a r�..,r. rro�,. K. k nwf nT be reROdoeE w�hoil unsevM 303/431-1300 ONice 5054 Marshall Street Summit County 303/431-6400 Fax Arvada. CO 80002 970-262-1700 REVISOR 1305.1503 SECTION 1503, WEATHER PROTECTION. 130�.1503 Subpart 1. IBC Section 1503.4. IBC Section 1503.4 is amended to read as follows: 1503.4 Roof drainage. Design and installation of roof drainage systems shall comply with Minnesota Rules, chapter 4715, Minnesota Plumbing Code, and the following provisions: 1. Where required. All roofs shall drain into a separate storm sewer system or to an approved place of disposal. For one- and two-family dwellings, and where approved, storm water is permitted to discharge onto flat areas, such as streets or lawns, provided that the storm water flows away from the building. 2. Roof design. Roofs shall be designed for the maximum possible depth of «�ater that will pond thereon as determined by the relative levels of roof deck and overflow ��eirs, scuppers, edges, or serviceable drains in combination with the deflected structural elements. In determining the maximum possible depth of water, all primary roof drainage means shall be assumed to be blocked. 3. Secondary drainage required. Secondary (emergency) roof drains or scuppers shall be provided �vhere the roof perimeter construction extends above the roof in such a manner that water will be entrapped if the primary drains allow buildup for any reason. 4. Separate systems required. Secondary (emergency) roof drain systems shall have piping and point of discharge separate from the primary system. Discharge shall be above grade in a location which would normally be observed by the building occupants or maintenance personnel. 5. Sizing of secondary drains. Secondary (emergency) roof drain systems shall be sized in accordance with the Minnesota State Plumbing Code. Scuppers shall be sized to prevent the depth of ponding water from exceeding that for which the roof was designed as determined by this code. Scuppers shall not have an opening dimension of less than 4 inches (102 inm). The flow through the primary sys*_em shall not be considered when sizing the secondary roof drainage system. Subp. 2. IBC Section 1503.41. IBC Section 1 �03.4.1 is deleted in its entirety. Statutory Authority: MS s 16B.37; 16B.59 to 168. 76; 326B.101 to 3268.194 History: 27 SR 1474; 32 SR 7; L 2007 c 140 art 4 s 61; art 13 s 4; L 2008 c 337 s 64 Posted: Februan° 23, 2009 Copyright �2009 by the Revisor of Statutes, State of Minnesota All Rights Reserved. %,��I�II ��I �I�I� I/•��I ��/�,//��I�/��{��,� �I �/� , I /I,�,I�IIII��; �I��I,��; �,I`II�I��' I � I II I I I�11��1�11�1��/�I��/♦�I I�. Town Of Vail Response Instructions: Architectural Comments Attached are three Roof plans for the area to be addressed. COMMERCIAL ROOF SYSTEMS 303/431-1300 ONice 505a Marshall Street Summit County 303/431-6400 Fax Arvada. CO 80002 970-262-1700 �/��I��I �I�� 11�1�1��1�� I�,�.��;�� ,��; I��I��I �I �;��; ♦�. �� I� I�{�� /� �� I �� I �/ I� I� �� I �/ I� I I � I / I I I I I � I �� / I I I I I � I I I � • � �� MORRIS R.. .; c c v c - v. S Town Of Vail Response Instructions: Architectural Comments 2. Indicate Type of Building construction and proposed roof covering classification. Reference section 1505.1 IBC Building is a commercial/Residential. Existing roof system is an App Modified roof with pea gravel ballast. New roof to be installed is an UL Class A roof system See the attached Evaluation Report from Miami Dade and Underwriters Laboratories. COMMERCIA� ROOF SYSTEMS 303/431-1300 ONice 5054 Mar5ha11 Street Summit County 303/431-6400 Fax Arvada, CO 80002 970-262-1700 ��W�R�4� ��' r; � qoofiny. ins �__� _� BFST RO��C -^: Daro-las+Roofing, Inc. Duro-Last Roofing, Inc. Worid Headquarters 525 Mortey Drive Saginaw, Michigan 48601 Ph: (800) 248-0280 Fax: (800) 432-9331 Miami-Dade County, Florida Metro-Dade Flagler Building MIAMI•DIADE 140 West Flagler Street, Suite 1603 Miami, Florida 33130-1563 �:�; : �� Ph: (305) 375-2901 Fax: (305) 375-2908 Duro-Last Roofing, Inc. has been issued the following Notices of Acceptance (NOA) by the Miami-Dade County Product Control Division and is accepted by the Board of Rules and Appeals (BORA). These are to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • Duro-Last Single Ply PVC roof systems over recover decks • NOA No.: 03-0108.01 — Miami-Dade County, Florida • Expires 8/22/07 • Duro-Last Single Ply PVC roof systems over wood decks . NOA No.: 02-1291.01 — Miami-Dade County, Florida . Expires 8/22/07 • Duro-Last Single Ply PVC roof systems over concrete decks . NOA No.: 02-0710.01 — Miami-Dade County, Florida • Expires 8/22/07 • Duro-Last Single Ply PVC roof systems over steel decks • NOA No.: 02-0710.02 — Miami-Dade County, Florida • Expires 8/22/07 • Duro-Last Single Ply PVC roof systems over poured gypsum decks • NOA No.: 02-0710.05 — Miami-Dade County, Florida • Expires 8/22/07 • Duro-Last Single Ply PVC roof systems over cemetitous wood fiber decks • NOA No.: 02-0710.06 — Miami-Dade County, Florida • Expires 8/22/07 • Duro-Last Single Ply PVC roof systems over lightweight concrete decks • NOA No.: 02-0710.07 — Miami-Dade County, Florida • Expires 8/22/07 If you have any questions regarding these listings or would like to receive a copy of these NOA's, contact either Duro-Last Roofing, Inc. or the Miami-Dade Product Approval Office. You can also download copies of these listings, in their entirery, from the DuraLast website at www.duralast.com. Page 10 of 10 Evaluation Report Na. NER-227 Table 3 - (Continued) SUMMARY OF CLASSIFIED ROOF ASSEMBLIES MEMBRANE: ATTACHMENT EXISTING DECK TYPE: Deck Incline: Slip Sheet: ATTACHMENT: DECK TYPE: Deck Incline: Base Sheet: Cap Sheet: Coating: Surfacing: ATTACHMENT MAINTENANCE AND REPAIR SYSTEMS CLASS B ASSEMBLIES Duro-Last (PVC) 35 to 50 mil membrane including white, gray, and tan colors for all roof applications MECHANICALLY FASTENED Class B built-up roofing system smooth surFace covered with slip sheet Combustible deck with minimum 15/32-inch (11.9 mm)thick sheathing 1:12 As listed in UL Roofing Materia/s and Systems Dir�ctory 2002 MECHANICALLY FASTENED Combustible deck with minimum 15/32-inch (11.9 mm)thick sheathing No limitations As listed in UL Roofing Materials and Systems Di�ctory 2002 As listed in UL Roofing Materia/s and Systems Directory 2002 As listed in UL Roofing Materials and Systems Directory 2002 No. 11 roofing granules embedded in the wet coating at 50 Ib per 100 ft� MECHANICALLY FASTENED EXISTING Class A, B, or C mineral or smooth surFaced asphalt felt roofing; single-ply (modified bitumen) roofing; or Class A, B, or C asphalt organic felt or glass fiber mat shingles covered with slip sheet DECK TYPE: Combustible deck with minimum 15/32-inch thick sheathing Deck Incline: No limitation Slip Sheet: I As listed in UL Roofing Materials and Systems Directory 2002 MEMBRANE: ATTACHMENT: EXISTING DECK TYPE: Deck Incline: ATTACHMENT: EXISTING DECK TYPE: Insulation MAINTENANCE AND REPAIR SYSTEMS CLASS A, B, or C ASSEMBLIES Duro-Last (PVC) 35 to 50 mil membrane including white, gray, and tan colors for all roof applications MECHANICALLY FASTENED Class A, B, or C, Classification to be retained, to be covered with membrane Combustible deck with minimum 15/32-inch (11.9 mm) thick sheathing Varies up to 2:12 MECHANICALLY FASTENED Class A, B, or C built-up smooth surtace, cap sheet, or gravel surfaced, gravel shall be maintained at 4 Ib/ft� (19.5 kg/m2), existing classification to be retained Combustible deck with minimum 15/32-inch (11.9 mm) thick sheathing As listed in UL Roofing Materia/s and Systems Directory 2002 Notes to Table 3: 1. All materials included in the descriptions above are to be listed in the Underwriters Laboratories Inc. UL Roofing Materials and Systems Directory 2002. 2. Refer to Undervvriters Laboratories Inc. assemblies for additional information related to the installation of materials. Page 9 of 10 Evaluation Report No. NER-227 Table 3 — (Continued) SUMMARY OF CLASSIFIED ROOF ASSEMBLIES � MEMBRANE: EXISTING DECK TYPE: Deck Incline: ATTACHMENT: EXISTING DECK TYPE: Deck Incline: Separation Sheet: ATTACHMENT: EXISTING DECK TYPE: Deck Incline: Slip Sheet: ATTACHMENT: EXISTING DECK TYPE: Deck Incline: Slip Sheet: ATTACHMENT: EXISTING DECK TYPE: Deck Incline: Insulation: ATTACHMENT EXISTING DECK TYPE: Deck Incline: ATTACHMENT EXISTING DECK TYPE: Deck Incline: Slip Sheet: ATTACHMENT EXISTING DECK TYPE: Deck Incline: Barrier Board: Insulation: MAINTENANCE AND REPAIR SYSTEMS - (Continued) CLASS A ASSEMBLIES Duro-Last (PVC) 35 to 50 mil membrane including white, gray, and tan colors for all roof applications Class A covered with membrane Combustible deck with minimum of 3/4-inch (19 mm) thick sheathing 1/4:12 MECHANICALLY FASTENED Class A, B, or C gravel surfaced, which shall be maintained at 4 Ib/ft (19.5 kg/mZ) Combustible deck with minimum of 15/32-inch (11.9 mm)thick sheathing 1 /4:12 As listed in UL Rc�efing Mat�rials and Systems Directory 2002 MECHANICALLY FASTENED Class A, B, or C Built-up Roofing system, smooth surface, covered with slip sheet Combustible deck with minimum of 15/32-inch (11.9 mm) thick sheathing 3/4:12 As listed in UL Roofing Materia/s and Systems Directory 2002 MECHANICALLY FASTENED A) Class A, B, or C mineral or smooth surfaced asphalt felt roofing system; B) Single-ply (modified bitumen) roof system; C) Class A, B, or C asphalt organic felt or glass fiber mat shingles covered with slip sheet Combustible deck with minimum 15/32-inch (12..6 mm) thick sheathing No limitation (1/4:12 minimum) As listed in UL Roofing Materials and Systems Directory 2002 MECHANICALLY FASTENED Class A smooth or gravel surfaced asphalt felt roofing system, gravel shall be maintained at 4 Ib/ft� Combustible deck with minimum 15/32-inch (12..6 mm) thick sheathing Varies up to 2:12 (1/4:12 minimum) As listed in UL Roofing Materials and Systems Directory 2002 MECHANICALLY FASTENED Class A, B, or C roof (smooth or granular surfaced cap sheet, shingles, or modified bitumen single ply) covered with Yrinch (12.7 mm) (minimum) thick gypsum board mechanically fastened Combustible deck with minimum 15/32-inch (11.9 mm) thick sheathing No limitation (1/4:12 minimum) MECHANICALLY FASTENED Insulated or uninsulated ballasted single ply membrane, ballast removed and covered with slip sheet Noncombustible Varies up to 3:12 (1/4:12 minimum) As listed in UL Roofing Materia/s and Systems Directory 2002 MECHANICALLY FASTENED Class A, B, or C built up roofing system, smooth surface, cap sheet, or gravel surface (which can be removed) Noncombustible Varies up to 2:12 (1/4:12 minimum) As listed in UL Roofing Materia/s and Systems Directory 2002 As listed in UL Roofing Materia/s and Systems Diroctory 2002 (Table 3 Continues on Ne� Page) Page 8 of 10 Evaluation Report No. NER-227 Table 3 — (Continued) SUMMARY OF CLASSIFIED ROOF ASSEMBLIES MEMBRANE: ATTACHMENT: DECK TYPE: Deck Incline: Insulation: Slip Sheet: ATTACHMENT: DECK TYPE: Deck Incline: Insulation: Slip Sheet: CLASS B ASSEMBLIES — (Continued) Duro-Last (PVC) 35 to 50 mil membrane including white, gray, and tan colors for all roof applications MECHANICALLY FASTENED Noncombustible Varies up to 3:12 (1/4:12 minimum) As listed in UL Roofing Materials and Systems Dir�ctory 2002 As listed in UL Roofing Materials and Systems Directory 2002 MECHANICALLY FASTENED Noncombustible No limitations (1/4:12 minimum) As listed in UL Roofing Materials and Systems Directory 2002 As listed in UL Roofing Materials and Systems Dirtsctory 2002 CLASS C ASSEMBLIES MEMBRANE: Duro-Last (PVC) 35 to 50 mil membrane including white, gray, and tan colors for all roof applications ATTACHMENT: MECHANICALLY FASTENED DECK TYPE: Combustible deck —15/32-inch (11.9 mm) thick plywood or OSB sheathing Deck Incline: Varies up to 3:12 (1/4:12 minimum) Insulation: As listed in UL Roofing Materials and Systems Directory 2002 MAINTENANCE AND REPAIR SYSTEMS CLASS A ASSEMBLIES MEMBRANE: ATTACHMENT EXISTING DECK TYPE: Deck Incline: Insulation: Barrier Board: ATTACHMENT: EXISTING DECK TYPE: Deck Incline: ATTACHMENT: EXISTING DECK TYPE: Deck Incline: Insulation: ATTACHMENT: Duro-Last (PVC) 35 to 50 mil membrane including white, gray, and tan colors for all roof applications MECHANICALLY FASTENED Class A, B, or C covered with new barrier board Combustible deck with minimum 15/32-inch (12..6 mm) thick sheathing Varies up to 3:12 (1/4:12 minimum) As listed in UL Roofing Materials and Systems Directory 2002 Gypsum board, 1/2-inch minimum MECHANICALLY FASTENED Class A gravel surfaced Noncombustible Varies up to 3:12 (1/4:12 minimum) MECHANICALLY FASTENED Class A, B, or C covered with insulation Noncombustible 1/4:12 As listed in UL Roofng Materials and Systems Directory 2002 MECHANICALLY FASTENED (Table 3 Continues on Next Page) BOARD OF BUILDING AND SAFETY COMMISSIONERS WILLIAM J. ROUSE PRESIDENT EFREN ABRATIQUE, P.E. VICE-PRESIDENT MARSHA L. BROWN ILAN ISRAELY JAVIER NUIVEZ Duro-Last, Inc. 525 Morley Drive Saginaw, Michigan 48601 CITY OF LOS ANGELES CALIFORNIA F� A � • °,� � �� fl`1$� JAMES K. HAHN MAYOR RESEARCH REPORT: RR 24824 (CSI # 07540) DEPARTMENT OF BUILDING AND SAFETY 201 NORTH FIGUEROA STREET LOS ANGELES, CA 90012 ANDREW A. ADELMAN, P.E. GENERAL MANAGER RAYMOND CHAN EXECUTIVE OFFICER BASED UPON ICC EVALUATION Attn: Todd Fritz SERVICE LEGACY REPORT NO. NER-227 (800) 248-0280 REEVALUATION DUE DATE: May l, 2007 GENERAL APPROVAL - Reevaluation - Duro-Last Single Ply Membrane for Class A Roofing. DETAILS The Duro-Last Single Ply Roofing is approved when in compliance with the description, identification and conditions of use in Legacy Report No. NER-227, dated April 1, 2003, of the ICC Evaluation Services. That report, in its entirety, is attached and made a part of this general approval subject to the following conditions: 1. The Duro-Last Single Ply Roofing shall be applied over existing roof surfaces with slope limitations as listed in NER report except that "incline limitation" shall mean a maximum 5:12 slope. 2. Reroofing applications shall comply with Section 91.1516 of the 2002 Los Angeles City Building Code. Where spaced sheathing exists, a minimum 15/32" thick plywood shall be installed prior to roofing installation. 3 4 Re-roofing over existing wood shakes and shingles is not allowed. The above roof system cannot be applied over an existing fire-rated roof/ceiling assembly. RR 24824 Page 1 of 2 LADBS 6-5 (Rev. 9/04) AN EQUAL EMPLOYMENT OPPORTUNITY - AFFIRMATIVE ACTION EMPLOYER Page 12 of 12 ESR-1660 No:e ": ��/4-1nc� qap requ�red Cetwe-^ sectVO�s c' Dcro -L�s: :erminotion bor. No:e 2� A wooC �c�er is requ�red if 1-inc�+ o� insu�a;ior. cr qreater :s;.setl. Too of wood nciler to De flush w�th top of ��sulotion. Fos;eners usetl to attoch wooC noiters shali be specetl �o gre�:er :^�cr 18-��ch¢4 0� Cente�. TERMINATION BAR • i�C—�.!1C�' `CSC-:a DQr_ --._ � ,�.�4' -i^.C'� `�SC�C GOVC! �ii�� ♦��i��ii i � i � i! �! �! �! �! �! i! i!i! �! �! �! �! �! � � i note t� �!!<-��c': gaA 'eq4�re� betwten sect�ons of Ouro-lest (asr.c �cr Note 2: n wooa na:!e� :�s requ:re� ;t �-fncn of :nsu'�c:�o� or 9reater is .:sec. 'o� d wood ne�fe• .o be ftusR with ;op of ingulat+on. Fasterrs �sec to ottacr woo� noiters sha!I be spoced �o greoter tnon ' 8-�^^�es on cen;e•. 'he tcsc�c system �s no; ;o be �^.s:c�!ea .,.. .. c;.cve'/wote� stoc. 1'l�" FASCIA BAR W/COVER Stainless steel band ?y��ce: +e�t pipe.� po,Rioned 1/4-ineh � trom the top of the stadc flashing �:C:nle55 scee bo^� �A Our^-tiast � ,�� 1'- pre�oCnw:ee ve�t p j stock tlosn�ng. R?:;t��qu:c• :e^.e'rci c- _as:e� �� r��., -�ncnea ar ceoter. ,� .. ,, }-�!IL�1li . � . 1 .. } �' , i� �1 . � t�=1/ =L � �.^.5: �r�'p�f :G;tC CUS:CT CV L �_�n.�l`g. y ��.k � Ne;z t Fe.•me!e. �cs±e�.�rG o`. ;^-.e tleu ^�e^�•.^e w. :e :-e somc 'aste^;cG pctte-f� as tae �:e�," ^+e�^e�c^e. -r _ Incceso^� .eMe•. anC �o +ess t�a^� o�e 'cste�e� pe• see 40'.E 2' u� 'G��+�C:'O� cC• :O 'eve c fr,s:er.� ' �ncr Tax t•om eac^ :a�ne. CURB - TERMINATION BAR �uro- _os: pretc�r ca:ec ��cve'� Sto. with fcc,pry we�ceC SR�-!. -- Fcscen Gr�ve+ Stop --, ` 8- ncnes o^ cen� - I ,� + + t�. .� ..+....t + ? ` t ` + i Oeck �aster ;c ^:o�d ---� ('` r^:emrone �� o�cce. �o:e t�. A 1-�nch g0� �BGuireC 7e'weer 5ecc.:r�s o` .��0=�a5t Greve' S;OQ. No.e 2: A woodnoiier �s reCwrec �' 1-�nch of ��.nsulotion or grccte- 's used. Top of wocC ^ailer to be f usr w�:h top of :nsuiatio�. �CStf'1C'�5 �SEtl fo CCtCCh wOOC �O�!8�S 5^.0 be SDCC@C ^.. yrec;er tnon '8-�nc�es o^ �e�'e� 2" GRAVEL STOP Pre!cbricoted meto� copi^g. Curo-�ast prefobricoteC parape: wa�i 'csning. Reter to de:a:l fi010 for tac spacing. �«� �� ,� �� r Naie 7 Rertrove 2xiSiing ICetl fl35hing the! m2y be fn5IeI1CA On �¢t00i - - -- - applicatans Note 2: Membrane attacfimem arourW the penetraiion will be the same as t�e Ceck deck membrane. max t&inches on center, antl a mininum one platelfastener perflashmq. STANDARD PIPE STACK CAP FLASHING WITH CLIPS FIGURE 1—TYPICAL INSTALLATION DETAILS Page 11 of 12 ESR-1660 TABLE 7—ATTACHMENT METHODS FOR FULLY ADHERED MEMBRANE (Continued) DECK Insulation Coverboard ADHESIVE ALLOWABLE FASTENER Type Fastener� Rate Type Fastene� Rate UPLIFT DESIGN Reference Reference CAPACITY VALUE (Ib� (Ibf/ft�) (For Existing See Table 3B Decks) One or more layers 36 2 ft/ None N/A N/A WB II -37.5 75 mm. 1.0-inch-thick fastener ACFoam II or ACFoam Recover One or more layers �oose laid N/A Min. Y.-inch- 3B min. 1.5-inch-thick thiq� ACFoam II or DensDeck or ACFoam III DensDeck Prime One or more layers Loose laid N/A Min. Y.-inch- 3B min. 1.5-inch-thick thick ACFoam I I or DensDeck or ACFoam III DensDeck Prime One or more layers Loose laid N/A Min. '/rinch- 3B min. 1.5-inch-thick thidc ACFoam II or DensDecic or ACFoam III DensDeck Prime One or more layers Loose laid N/A Min. 5/�-inch- 3B min. 1.5-inch-thick thidc ACFoam il or DensDeck or ACFoam III DensDeck Prime One or more layers Ashland YZ in. wide None N/A Concrete min.1.5-inch-thick Pliodeck ribbons �Continued) ACFoam II Insulation spaced Adhesive 12 in. o.c. One or more layers Hot asphalt 25 Ibs/sq. None N/A min. 1.5-inch-thick ACFoam II One or more layers Hot asphalt 25 Ibs/sq. None N/A min. 1.5-inch-thick ACFoam II One or more layers Hot asphalt 25 Ibs/sq. None N/A min. 1.5-inch-thick ACFoam II One or more layers Insta-Stik '/. to1- Min. '/rinch Insta-Stik min.1.0-inch-thick Roofing inch Geotgia Roofing Plymouth Foam EPS Adhesive beads Pacfic High Adhesive or Insulfoam EPS spaced Density Roof 12" o.c. Fiberboard or Knights- Celotex High Density Wood Fiberboarcl Min. Y.-inch-thick Insta-Stik '/. to1- None N/A DensDeck Roofing inch Adhesive beads spaced 12-inch o.c. 2ft�/ IWBIIorSBI fastener 2.67ft/ IWBIIorSBI fastener 3.2ft/ IWBIIorS61 fastener 4 ft� / I WB II or S6 1 fastener �5.0 90 -30.0 80 -30.0 96 -30.0 120 WA WB II or SB I �5.0 WA WB II or SB I �5.0 N/A WB I -75.0 N/A SB II -37.5 '/.to1- SBIorSBll inch beads spaced 12 inches o.c. N/A I WB I -30.0 -37.5 N/A N/A N!A N/A N/A ►1/c1 Tectum3 None N/A N/A Min. Y,-inch Insta-Stik '/. to1-inch WB II -150.0 N/A thick Roofing beads Securock Adhesive spaced 12 inches o.c. r SI: 1 inch = 25.4 mm, 1 Ibf/ftZ= 47.88 Pa, 1 Ibf = 4.4 N, 1 sq = 100 ft�of roofing. ,�II assemblies in Table 4B of this report are Gassified as follows. Refer to Table 1 B of this report for other classified systems. ! Non-Combustible Deck: Class A at 2:12 slope with SB I and SB II Adhesives or Class B at 2:12 slope with WB I or WB II adhesives. ! Combustible Deck with min. Y.-inch DensDeck between deck and insulation: Class A at 2:12 slope with SB I and SB II Adhesives or Class B at 2:12 slope with WB I or WB II adhesives. ZSee Table 2 for fastener type. 'The design of the Tectum deck is not part of this evaluation report. An ICGES report and design calculations for the Tectum deck must be submitted to the code official. Page 10 of 12 TABLE 7—ATTACHMENT METHODS FOR FULLY ADHERED MEMBRANE ES R-7 660 DECK Insulation Coverboard ADHESIVE ALLOWABLE FASTENER Type Fastene� Rate Type Fastene� Rate UPLIFT DESIGN Reference Reference CAPACITY VALUE (Ib� (Ibflit2) (For Existing See Table 36 Decks) One or more layers 1 B 2 ft/ None N/A N/A WB I or -45.0 90 min. 1.5-inch thick fastener SB I ACFoam II or ACFoam III One or more layers 1 B 2 flZ / None N/A WA SB II -37.5 75 min. 1.5-inch thick fastener ACFoam II or ACFoam I11 Min. '/.-inch One or more layers 1 B 4 ft/ None N/A N/A SB I -45.0 180 plywood or min. 1.�inch thick fastener min. 2-inch ACFoam II or wood plank ACFoam III or min. 22 One or more layers 1 B 4 ft� I None N/A WA SB II -37.5 150 ga., Grade 33 min. 1.5-inch thick fastener steel ACFoam II or ACFoam III One or more layers 1 B 4 ft/ None N/A WA WB 1 -45.0 180 min. 1.�inch thick fastener ACFoam III One or more layers 1 B 2 ft/ None N/A N/A WB II -37.5 75 min. 1.0.inch thick fastener ACFoam II or ACFoam Recover One or more layers Loose laid N/A Min.'/.-inch- 1 B 2 ft�/ WB II or �5.0 90 min. 1.5-inch thick thick fastener gg � ACFoam II or DensDeck or ACFoam III DensDeck Prime One or more layers Loose laid N/A Min. '/.-inch- 1 B 2.67 ft! WB II or -30.0 80 min. 1.5-inch thick thidc fastener SB I Min.'/.-inch ACFoam II or DensDeck or plywood or ACFoam I11 DensDeck min. 2-inch Prime wood piank or min. 22 One or more layers Loose laid N/A Min. '/rinch- 1 B 3.2 ft/ WB II or -30.0 96 ga., Grade 33 min. 1.5-inch thick thidc fastener gg � steel ACFoam I I or DensDeck or ACFoam III DensDeck Prime One or more layers Loose laid N/A Min. 5/�-inch- 1 B 4 ft/ WB II or -30.0 120 min. 1.5-inch thick thick fastener gg � ACFoam II or DensDeck or ACFoam III DensDeck Prime One or more layers 3B 2 ft! None N/A WA WB I or SB I -45.0 90 min. 1.5-inch-thick fastener ACFoam II or ACFoam III One or more layers 36 2 ft2 / None N/A N/A SB II -37.5 75 min. 1.5-inch-thick fastener ACFoam II or ACFoam III One or more layers 36 4 ft/ None N/A WA SB I -45.0 180 Concrete min.1.5-inch-thick fastener ACFoam II or ACFoam III One or more layers 36 4 ftZ/ None N/A N/A SB II -37.5 150 min. 1.5-inch-thick fastener ACFoam II or ACFoam tll One or more layers 3B 4 ft� / None N/A WA WB I �5.0 180 min. 1.rinch-thick fastener ACFoam I11 Page 9 of 12 TABLE f�ATfACHMENT METHODS FOR MECHANICALLY ATTACHED MEMBRANE ESR-1660 DECK' LAP TYPE FASTENER SPACING (inches) ALLOWABLE UPLIFT FASTENER DESIGN REFERENCEZ Tab Tab Fastener CAPACITY (IbfH'�) VALUE (Ib� Width Spacing Spacing See Table 3A (For Existing Decks) Min.'/.-inch Standard 1A 3 57 18 -30.0 214 plywood or min. Standard 1A 3 60 12 -30.0 150 2-inch wood Standard 1 A 3 27 18 -45.0 152 plank Standard 1A 3 57 12 -45.0 214 6 (Fastener Min. 79/�-inch line plywood or min. Standard 1C 6 57 located -52.5 125 2-inch wood 2.7-inch plank from tab edge) Hybrid 1B 6 57 6 -52.5 125 Standard 2A 3 57 18 -30.0 214 Min. 22 ga. Standard 2A 3 60 12 -30.0 150 Grade 33 steel Standard 2A 3 27 18 �5.0 152 Standard 2A 3 57 12 �5.0 214 Standard 2A 3 60 18 -30.0 225 Standard 2A 3 60 12 -45.0 225 Standard 2A 3 84 6 �5.0 158 Standard 2A 3 120 6 -52.5 263 Standard 2A 3 28 18 -52.5 184 Min. 22 ga. Hybrid 2B 6 57 6 -52.5 125 Grade 80 steel Hybrid 26 6 84 6 -52.5 185 Standard 2C 3 84 6 �0.0 210 Standard 2A 3 28 12 -75.0 175 Hybrid 2B 6 120 6 $2.5 413 Hybrid 2B 6 57 6 -105.0 249 Standard 3A 3 57 18 -30.0 214 Standard 3A 3 60 12 -30.0 150 Standard 3A 3 27 18 �5.0 152 Standard 3A 3 57 12 �5.0 214 Standard 3A 3 84 6 �5.0 158 Concrete Hybrid 3B 6 57 12 -52.5 249 Hybrid 36 6 84 6 -52.5 184 Standard 3C 3 84 6 -60.0 210 Hybrid 36 6 120 6 -82.5 413 Hybrid 36 6 57 6 -105.0 249 Standard 4A 3 57 9 -30.0 1p7 Standard 4A 3 60 6 -37.5 95 Tectum or Standard 4A 3 57 6 -45.0 1p7 exisGng gypsum Standard 4A 3 60 4 �5.0 75 Standard 46 6 57 6 �5.0 107 Hybrid 4B 6 57 6 �0.0 143 E�dsting Standard SA 6 57 6 �5 107 lightweight concrete Hybrid 5A 6 57 6 -60 143 For SI: 1 inch = 25.4 mm,1 Ibf/ft�= 47.88 Pa, 1 Ibf = 4.4 N. 'For steel deck use of ASTM A 653 or A 1008, Grade 33 or Grade 80, as noted. ZSee Table 2 for fastener type. Page 8 of 12 ESR-1660 TABLE �MEMBRANE FASTENERS' FASTENER REFERENCE DECK MATERIAL FASTENER TYPE STRESS PLATE �q Duro-Last #14 HD Fastener Duro-Last Poly-Plates � g New or e�asting woodZ Duro-Last #14 HD Fastener Duro-Last 3-inch Metal Plates �C Duro-Last #15 Fastener Duro-Last 2.4-inch Barbed Seam Plate 2P, Duro-Last #14 HD Fastener Duro-Last Poly-Plates 2g New or epsting steel3 Duro-Last #15 Fastener Duro-Last 3-inch Metai Plates 2C Duro-Last #15 Fastener Duro-Last 2.4-inch Barbed Seam Plate 3A Duro-Last Concrete Screw or Nail Duro-Last Poly-Plates 3g New or existing concrete` Duro-Last Concrete Screw or Nail Duro-Last 3-inch Metal Plates 3C Duro-Last Concrete Screw or Nail Duro-Last 2.4-inch Barbed Seam Plate 4A New or ewsting Tectum or Duro-Last NTB Magnum Spin Weld Plate qg ebsting gypsums Duro-Last Liquid Fastener None 5A Existing lighlweighs Duro-Last Liquid Fastener None insulating concrete For e�sting roof decks, fasteners shall be field-tested for withdrawal resistance perfortnance. A qualfied design professional shall review the data for comparison to the fastener design value for the system and submit a report to the code official. ZFasteners shall be of sufficient length to penetrate a minimum'h-inch plywood sheathing or embed a minimum of 1-inch into dimensional lumber. 'Fasteners shall be of sufficient length to peneVate a minimum'/.inch through the steel dedc. `Concrete decks shall have minimum 28-day compressive strength of 3000 psi (20.7MPa). Fasteners shall be of sufficient length to embed a minimum of 1-inch into concrete substrates. Pilot holes in concrete substrates shall be'/rinch deeper than the fastener embedment. SFasteners shall be of sufficient length to embed a minimum of 2 inches into the Tectum, gypsum or lightweight insulating concrete deck. TABLE 4—UPLIFT CAPACITY FOR ALLOWABLE LOCATIONS FOR MECHANICALLY ATTACHED INSULATION AND MEMBRANE (h = 40 FEE� UPLIFT CAPACITY ALLOWABLE LOCATIONS UPLIFT CAPACITY ALLOWABLE LOCATIONSZ (Ibf/ft�) Exposure Category Max. Wind Speed (mph) ��bf�� Exposure Category Max. Wind Speed (mpl B 120 B 170 ! 30 C 105 ! 67.5 C 150 D 90 D 145 B 130 B �� ! 37.5 C 110 ! 75 C 150 D 105 � � � B 150 B 170 ! 45 C 125 ! 82.5 C 170 p 110 D 150 B 150 B 170 ! 52.5 C 130 ! 90 C 170 D 125 � � � g 17p B 170 ! 60 C 145 ! 105 C 170 D 130 D 170 For SI: 1 inch = 25.4 mm, 1 Ibf = 47.88 Pa. 'For mechanically attached insulation and membrane, allowable IocaGons are based on field roof areas (Zone 1). The fastener density shall be increased at edge sUips and end zones, as defined in Section 6 of ASCE 7 and as required by the IBC. The increase shall be determined by a qualfied design professional and a report must be submitted to the code official. ZAllowable locations are based on a maximum roof height of 40 feet. For other roof heights refer to IBC. '! means greater than or equal to. TABLE �UPLIFT CAPACITY FOR ALLOWABLE LOCATIONS FOR BONDED INSULATION WITH FULLY ADHERED MEMBRANE (h = 40 FEE� UPLIFT CAPACITY ALLOWABLE LOCATIONS UPLIFT CAPACITY ALLOWABLE LOCAT10NS2 (Ibf/ft�) EXpo$ure Category Max. Wind Speed (mph) (Ibf/ft� Exposure Category Max. Wind Sp B 85 B 110 ! 37.5 C N/A ! 67.5 C 90 D WA D 90 B 90 B 120 ! 45 C N/A ! 75 C 105 D N/A D 90 B 100 B 125 ! 52.5 C 85 ! 82.5 C 110 D WA D 100 B 110 B 130 ! 60 C 90 ! 90 C 110 D 85 D 105 For SI: 1 inch = 25.4 mm, 1 Ibf = 47.88 Pa. 'For fully adhered systems, Allowable locations are based on comer zones (Zone 3). ZAllowable locations are based on a maximum roof height of 40 feet. For other roof heights refer to IBC. '! means greater than or equal to. Page 7 of 12 ESR-1660 'TEM DUROLAST CLA: SYSTEM NO. 56 39 A 57 42 58 46 A A TABLE 1—MECHANICALLY A7TACHED MEMBRANE ROOFING CLASSIFICATION (Continued) SUBSTRATE�' I MAX. I EXISTING ROOF SLOPE For SI: 1 inch = 25.4 mm, 1 pcf =16.018 � '/�:12 None . 3:12 None dble '/2:12 None , 1 sq. ft. = 0.093 m2, 1 gal/100 sq BARRIER, INSULATION AND/OR COVERBOARD Barrier Insulation'•x6 Coverboard" or Coversheet Two layers Elk Versashield FB-1 S None None = 0.41 thickness, UL �None polyisocyanurate (except EPS or wood fiberboard) (Optional) Any Min. '/; inch thickness UL Classfied DensDeck Min. 1-inch UL Leggett 8 Platt Classified Nova Rollout 'New insulated or noninsulated roof systems may be installed over epsting noninsulated roof systems provided the resulting classfication is taken as the lower of the new or existing roof dassification. ZNoncombustibie deck system classfications are permitted for use over combustible decks when minimum'/,-inch DensDeck or DensDeck Prime is applied directly over the combustible deck or directly over the insulation with all joints in the barrier of coverboard staggered 6 inches from plywood joints. 'Noncombustible substrates include structural concrete, lightweight concrete, gypsum and steel. `All foam plastic insulation must be UL Classified foam plastic, and must be limited to the maximum thickness in accordance with Section 5.5 of this report or the maximum thickness in accordance with this table, whichever is less. SUniess otherwise noted, polyisocyanurate insulation shall be Type II in accordance with ASTM C1289. gUnless othervvise noted, the top insulation layer (insulation or coverboard) shall be presecured with four fasteners per board for a board having any dimension > 4 feet and two fasteners per board for a board having a maximum dimension of 4 feet. 'Foam plastic insulation is permitted to be installed over a steel deck without a thermal barrier when an ICC-ES evaluation report on the spec�c foam plastic insulation allowing direct to metal deck applications is provided for approval of the code official. See Sections 5.3 and 5.4 of this report for conditions of use. °Unless othervvise specified, the barrier, insulation, coverboard, coversheet, membrane adhesive and membrane must be UL Classified for roofing system application. :M DUROLAST CLA SYSTEM NO. I 3 A ! 4 A i 7 A TABLE 2�ULLY ADHERED MEMBRANE ROOFlNG CLASSIFICATION SUBSTRATE�' I MAX. � EXISTING I BARRIER, INSULATION AND/OR COVERBOARD MEMBRANE SLOPE ROOF garrier Insulation`•6•6 Coverboard` or Coversheet� �HESIVE For SI: 1 inch = 25.4 mm, 1 pcF =16.018 2'/2:12 None 2:12 None 2'/Z:12 None None I,4nythickness, UL IMin.'/Z inch high-densitywood WB I None None , 1 sq. ft. = 0.093 mZ, 1 gal/100 sq. ft. _ iy thickness, AUas AC None iam II iythickness, UL Min.'/; inch DensDeck Prime assified polyisocyanurate in hot asphalt hot asohalt •1J17 WB I 'New insulated or noninsulated roof systems may be installed over existing noninsulated roof systems provided the resulting classification is taken as the lower of the new and epsting roof classification. ZNoncombustible deck system classifications are permitted for use over combustible decks when minimum'/; inch DensDeck or DensDeck Prime is applied directly over the combustible deck or directly over the insulation with all joints in the barrier of coverboard staggered 6 inches from plywood joints. 'Noncombustible substrates include structural concrete, lightweight concrete, gypsum and steel. `AII foam plastic insulation must be UL Classified foam plastic, and must be limited to the mabmum thickness in accordance with Section 5.5 of this report or the maximum thickness in accordance with this table, whichever is less. SUnless othervvise noted, polyisocyanurate insulation shall be Type II in accorclance with ASTM C 1289. BUnless othervvise noted, the top insulation layer (insulation or coverboard) shall mechanically fastened. 'All assemblies in Table 7 are classified as follows. Refer to Table 2 for other classfied systems. • Noncombustible deck: Class A at 2:12 slope with SB I and SB II adhesives or Class B at 2:12 slope with WB I or W6 II adhesives. • Combustible deck with min. '/,-inch DensDeck between deck and insulation: Class A at 2:12 slope with SB I and SB II adhesives or Class B at 2:12 slope with WB I and WB II adhesives. °Foam plasGc insulation is pertnitted to be installed over a steel deck without a thertnal barrier when an ICC-ES evaluation report on the spec�c foam plastic insulation allowing direct-to-metal-deck applications is provided for approval of the code official. See Sections 5.3 and 5.4 of this report for conditions of use. °Unless othervvise specified, the barrier, insulation, coverboard, coversheet, membrane adhesive and membrane must be UL Classified for roofing system application. Page 6 of 12 ESR-1660 TABLE 1—MECHANICALLY ATTACHED MEMBRANE ROOFING CLASSIFICATION (Continued) ITEM DUROLAST CLASS' SUBSTRATE;' MAX. EXISTING ROOF BARRIER, INSULATION AND/OR COVERBOARD SYSTEM SLOPE Barrier Insulation`��` Coverboard' NO. Coversheet ` 35 12 A Noncombustible 2'/2:12 None None My thickness Rmax None Multi-Max 36 12 A Combus6ble 2:12 Class A, B or C BUR, (If gravel is removed) Min. Plymouth Ultra-Fold None smooth surface, cap '/Z inch Type X gypsum or TPM sheet or gravei- min. '/; inch DensDeck or surfaced (gravei may DensDeck Prime be removed) 37 13 A Combustible 2:12 Class A smooth or None Amocor PB6, PB6W, None gravel-surfaced BUR PG38, PG39 or Duro- (gravel maintained at Fold 400 Ibs/sq.) 38 13 B Combustible 2:12 None Min. two layers Elk None None Versashield Underlayment 39 14 B Combustible 2:12 None Min. one layer Elk None None Versashield Underlayment 40 14 A Combustible 1'/2:12 None Min.'/2 inch Type X gypsum (Optional) Any None or min.'/; inch DensDeck or thickness AUas DensDeck Prime ACFoam II or Rmax Multi-Max 41 15 B Combustible 1'/Z:12 None One layer Elk Versashield None None FB-2S 42 17 A Noncombustible 3:12 None None Any thidcness, UL Min. 1'/2 inch Classified polystyrene Atlas ACFoam III 43 18 A Noncombusitble 3:12 None None Any thickness, Atlas None ACFoam II 44 20 A Noncombustible No limit None None My thickness, UL One layer Atlas Classified polystyrene FR10 or min.'/; inch DensDec� DensDedc Pri 45 21 A Combustible No limit None Four layers AUas FR10 None None - 46 22 A Noncombustible 1:12 None None Carpenter Insulation None Foamfold 47 24 A Combustible 3:12 None Min.'/; inch DensDeck None None 48 25 A Noncombustible 2:12 None None Any thickness, Hunter None H-Shield 49 26 A Noncombustible 2:12 None None Plymouth Ultra-Fold None TPM 50 27 A Combustible 2:12 None Min.'/Z inch Type X gypsum Plymouth UIVa-Fold None or min. '/; inch DensDeck or TPM DensDeck Prime 51 34 A Noncombustible 1:12 None None Anythidcness, None Firestone ISO 95+GL 52 35 A Combustible 2:12 None Two layers Elk Versashield None None Underlayment 53 36 A Combustible '/4:12 None Two layers Elk Versashield My thickness, UL None Underlayment or Elk Classified Versashield FB-2S polyisocyanurate (except EPS) 54 37 A Combustible '/.:12 None Three layers Elk Versashield Any thickness, UL None FB-1 S Classified polyisocyanurate [except EPS or wood fiberboard (No. 39 only)] 55 38 A Combustible '/.:12 None One or more layers Elk Min. 1-inch Rmax None Versashield FB-1S UlVamax � Page 5 of 12 ESR-1660 TABLE 1—MECHANICALLY ATTACHED MEMBRANE ROOFING CLASSIFICATION (Continued) 'TEM DUROLAST CLASS' SUBSTRATEz' MAX. EXISTING ROOF BARRIER, INSULATION AND/OR COVERBOARD SYSTEM SLOPE NO. BeMe� Insulation`•6•° Coverboard° or Coversheet 16 3 A Noncombustilbe '/�:12 Class A, 8 or C roof None (Optional) Any (Optional) Any thickness, Atlas thickness wood ACFoam II fiber 17 4 B Combustible 2:12 None UL Classified Class C (Optional) Any None mineral-surfaced roll roofing thickness glass fiber followed by two layers Atlas FR10 18 4 A Min.'/; inch '/,:12 Class A roof None None None P�Y�'o� 19 4 Per Noncombustibie '/2:12 Class A, B or C roof None Min. 1-inch UL Leggett 8 Platt existing (Gassification retained) Classfied Nova Rollout roof polyisocyanurate 20 4 A CombusGble '/,:12 None Four layers Adas FR10 (Optional) Any None thickness glass fiber, Atlas ACFoam II or Rmax Multi-Max 21 5 A Noncombustible No limit None None None None 22 5 B Noncombustible 3:12 None None Any thickness, Rmax None Muiti-Max 23 5 A Combustible '/4:12 Class A, B or C gravel One layer ASTM D 226, type None None surtace roof with gravel I I, or D 4601, type I I felt, at 400 Ibs/sq Atlas FR10, Amocor P14, P64 or PB6, min.'/Z inch wood fiber or min. '/,-inch DensDeck or DensDeck Prime 24 6 A Combustible '/,:12 Class A, B or C Two layers Atlas FR10 None None - smooth surfaced BUR '-5 8 A Combustible 2:12 None UL Classfied Class C (Optional) Any None mineral-surtaced roll roofing thickness glass fiber followed by four layers Atlas FR70 26 8 A Combustible 1:12 Class A gravel surface None Carpenter Insulation None roof with gravel at 400 Foamfold Ibs/sq 27 9 A Combustible No limit Class A, B or C roof Min. '/z inch Type X gypsum None None or min. '/; inch DensDeck or DensDeck Prime 28 9 A Combustible No limit None None Anythickness, UL Min.'!Z inch Type Classfied polystyrene X gypsum or min. or polyisocyanurate '/,-inch DensDeck or DensDeck Prime 29 9 B Noncombustible No limit None None Any thickness, AUas One layer Atlas ACFoam II FR50 30 10 A Noncombustible 1:12 None None Min. 1-inch-thick AUas None ACFoam II 31 10 A Noncombustible 3:12 Insulated or non- One layer Atlas FR10 or Elk None None insulated ballasted Versashield 1S or min.'/; single ply membrane inch DensDeck or DensDeck with or without ballast Prime removed 32 10 B Combustible 1:12 None One layer Atlas FR10 or min. Min. 2-inch Atlas None '/; inch DensDeck or ACFoam II, Firestone DensDeck Prime ISO 95+GW or Rmax Multi-Max FA 33 11 B Combustible 1:12 None One layer Atlas FR50 None None 34 11 A Noncombustible No limit None None Any thickness, UL One layer Atlas Classfied polystyrene FR10 or min.'/,- inch DensDeck or DensDeckPrime Page 4 of 12 ESR-1660 TABLE 1�IIIECHANICALLY ATTACHED MEMBRANE ROOFING CLASSIFICATION ITEM DUROLAST CLASS' SUBSTRATE�' MAX. EXISTING ROOF BARRIER, INSULATION AND/OR COVERBOARD SYSTEM SLOPE Barrier Insulation`•5•` Coverboard' NO. Coversheet 1 1 A Combusfible '/,:12 Class A, B or C roof Min.'/2 inch Type X gypsum (Optional) Any (Optional) Any or min.'/; inch DensDeck or thickness, Atlas thickness wood DensDeck Prime ACFoam II fiber 2 1 B Combustible 1:12 Class B smooth One layer ASTM D 226, type None None surface BUR II, or D 4601, type II felt, Atlas FR10, Amocor P14, P64 or P66, Carpenter Foamfold, min.'/Z inch wood fiber, min.'/; inch DensDeck or DensDeck Prime or 3-mil polyethylene film 3 1 B Combustlble '/,:12 None Two layers AUas FR10 (Optional) Any None thickness glass fiber q 1 A Combustible 3:12 None Min.'/Z inch Type X gypsum (Optional) Any (Op6onal) Any or min.'/; inch DensDeck or thickness, Atlas thickness wood DensDeck ACFoam II fiber 5 1 C Combustible 1:12 None One layer AUas FR10 or min. (Optional) Any None '/; inch DensDeck or thickness, Atlas DensDeck Prime ACFoam II or Rmax Multi-Mau 6 1 A Combustible '/4:12 Class A, B or C roof Min.'/Z inch Type X gypsum (Optional) Any Min. 1-inch wood or min.'/; inch DensDeck or thickness, UL Classified fiber DensDeck Prime polystyrene 7 1 Per Combustible 2:12 Class A, B or C roof None None None existing (Gassfication retained) roof g 1 A Combustible 3:12 None Min.'/Z inch Type X gypsum (Optional) Any Min. 1-inch wood or min. '/; inch DensDeck or thickness, UL Class�ed fiber DensDeck polystyrene g 2 A Noncombustible 3:12 Class A gravel s�rface None None None roof 10 2 A Noncombustible 3:12 None None (Optional) Any (Opdonal) My thickness, Atlas thickness wood ACFoam II fiber 11 2 A Noncombustible 3:12 None None (Optional) Any Min. 1-inch wood thickness UL Classfied fiber, min.'/; inch polystyrene. DensDeck or DensDeck Prime or Atlas FR10 12 2 Per Combustible 2:12 Class A, B or C roof None None None existing (Gassfication retained) roof 13 3 A Noncombustible '/.:12 Class A, B or C roof None (Optional) Any Min. 1-inch wood thickness UL Classified fiber, min.'/; inch polystyrene. DensDeck or DensDeck Prime or Atlas FR10 14 3 B Combustible No limit None UL Classified Class C None None mineral-surfaced roll roofing followed by two layers Atlas FR10 15 3 Per Combustible 2:12 Class A, B or C BUR, None Plymouth Ultra-Fold None existing smooth surface, cap TPM �f sheet or gravel surfaced with gravel at 400 Ibs/sq. (classification retained Page 3 of 12 ESR-1660 applicable code. In the event of a conflict between the manufacturers published installation instructions and this report, this report shall govem. 5.2 The roof covering system shall be installed by applicators authorized and trained by Duro-Last, Inc. 5.3 For applications where foam plastic insulation is installed directly over a steel deck, an ICC-ES evaluation report recognizing the specificfoam plastic insula6on fordirect- tasteel-deck applications shall be required. 5.4 Foam plastic insulation shall be separated from the interior of the building by an approved thermal barrier in accordance with IBC Section 2603.4.1.5, except for installations in accordance with Section 5.3 and Footnote 7 to Table 1 and Footnote 8 to Table 2. 5.5 Foam plastic insulation, where used, shall bearthe label of an approved agency indicating that the foam plastic has a flame-spread index of not more than 75 when tested at the maximum thickness intended for use in accordance with ASTM E 84, subject to the approval of the code official. 5.6 The allowable wind uplift loads in Tables 6 and 7 are for the roof covering system only. The deck and framing to which the system is attached shall be designed for the applicable components and cladding wind loads in accordance with the tBC. 5.7 Wind uplift pressure on any roof area, including edge and comer zones, shall not exceed the allowable wind uplift pressure for the system installed in that particular roof area. 5.8 Duro-Last membranes are manufactured in Saginaw, Michigan; Grants Pass, Oregon; Jackson, Mississippi; and Sigoumey, lowa, under a quality control program with inspections by Underwriters Laboratories Inc. (AA- 668). 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Membrane Roof-covering Systems (AC75), dated June 2005. 6.2 Data in accordance with ASTM D 4434. 6.3 Data in accordance with ASTM D 6754. 6.4 Data in accordance with ASTM D 6878. 7.0 IDENTIFICATION The DuraLast Fire-retardant Roof Covering System components (membrane, fasteners and adhesives) described in this report shall be identifed with a label indicating the manufacturer's name (DuraLast Roofing, Inc.), the product type, the name of the inspection agency (Underwriters Laboratories Inc.) and the evaluation report number (ESR-1660). l� ESR-1660 ■�{S �EPORTTM Issued May 1, 2006 This report is subjecf to re-examination in one year. ICC Evaluation Service, Inc. www.icc�s.org s�� o�oe # s�so wa� n�e �o�a. wr,n�. c�� soso� #��) ess-0sas rtegio�l oflioe # soo Morfidair Road. suBe q eimu�rn, aabema 352�s #(205> �s80o Regionai Offioe # 4051 West Flossmoor Road, CouMry Gub Hills, Illinas 60478 #(708) 799-2305 DIVISION: 07-THERMAL AND MOISTURE PROTECTION Section: 0754�Thermoplastic Membrane Roofing REPORT HOLDER: DURO-LAST ROOFING, INC. 525 MORLEY DRIVE SAGINAW, MICHIGAN 48601 (800) 248-0280 www.duro-last.com enqineerinq�duro-last.corn EVALUATION SUBJECT: DURO-LAST FIRE-RETARDANT ROOF COVERING SYSTEMS 1.0 EVALUATION SCOPE Compliance with the following code: 2003 Intemational8uilding Code� (IBC) Properties evaluated: # Roof covering classification # Weather resistance # Wind resistance # Impact resistance 2.0 USES Duro-Last Fire-retardant Roof Covering Systems are classified, single-ply membrane roofing systems installed over combustible or noncombustible roof decks. 3.0 DESCRIPTION 3.1 General: Duro-Last Fire-retardant Roof Covering Systems consist of optional foam plastic insulation and/or barrier layers and a single-ply roof covering membrane. See Tables 1 and 2 for roof classifications and Tables 4 through 7 forwind-resistance requirements. 3.2 Material: 3.2.1 Duro-Last Membranes: The Duro-Last membrane is a nominally 40-, 50-, or 60-mil-thick (1.0, 1.2 or 1.5 mm), single-ply roof covering membrane having a 35-ounce-per- square-yard (1187 g/m2), weft-inserted, polyester-base fiber mat laminated with a thermoplastic film. The membrane is produced with 3- or 6-inch (76 or 152 mm) tabs continuous along the length of the membrane and spaced every 120, 84, 60, 57, 28, 27 or 25 inches (3048, 2133, 1524,1448, 711, 686 or 635 mm) along the width for mechanical attachment purposes. The roof covering is supplied in 64-inch-wide (1.63 m) rolls, which are fabricated into one-piece membrane sheets up to a maximum size of 3000 square feet (279 m2). 3.2.2 Insulation: Polyisocyanurate and polystyrene rigid cellular foam plastic thermal insulation specified in Tables 1 and 2 shall comply, respectively, with ASTM C 1289 orASTM C 578. Insulations used as coverboards inGude wood fiber board in accordance with ASTM C 208, and DensDeck and DensDeck Prime manufactured by Georgia Pacific Corporation. 3.2.3 Barrier Layer and Separator Sheets: Barrier layer materials and separator sheets (which include DensDeck and DensDeck Prime) shall be as specified in Tables 1 and 2. 3.2.4 Fasteners and Stress Plates: Fasteners and stress plates used to attach barrier layer materials, insulation boards and the roof covering membrane shall be corrosion-resistant. Substrate, fastener and plate combinations shall be as outlined in Table 3. 3.2.4.1 Duro-Last #14 HD Fasteners: Fasteners shall be #14 diameter, corrosion-resistant, threaded fasteners with drill or pinch points and P-3 truss heads. 3.2.4.2 Duro-Last #15 Fasteners: Fasteners shall be #15 diameter, corrosion-resistant, threaded fasteners with drill points and P-3 truss heads. 3.2.4.3 Duro-Last Concrete Screws: Screws are corrosion- resistant, dual-threaded fasteners with pinch points and #3 square drive truss heads. 3.2.4.4 Duro-Last Concrete Nails: Nails are corrosion- resistant roofing fasteners having 0.22-inch-diameter (5.6 mm) shanks; they are of various lengths and have flat top pan heads. 3.2.4.5 Duro-Last Poly-Plate: A 2-inch-diameter (51 mm) polycarbonate plate having ten prongs on the underside that extend down 0.26 inch (6.6 mm), and a centrally located 0.245-inch-diameter (6.22 mm) hole. 3.2.4.6 Duro-Last Insulation Plate: A 3-inch-diameter (76 mm) polypropylene plate with a recessed, centrally located, 0.28-inch-diameter (7.1 mm) hole. 3.2.4.7 Duro-Last 3-inch Metal Plate: A 3-inch-square (76 mm), 0.24-inch-thidc (6.1 mm) galvalume plate with a centrally located, 0.25-inch-diameter (6.4 mm) hole. 3.2.4.8 Duro-Last 2.4-inch Barbed Metal Plate: A 0.038- inch-thick (0.97 mm), 2.4-inch-diameter (61 mm) galvalume plate. 3.2.4.9 NTB Magnum Fastener: The fastener is a one- piece, glass-reinforced nylon fastener with a 0.75-inch (19.1 mm) diameter and a double 0.375-inch (9.1 mm) hex recess. The fastener has two intemal galvanized wires and a plastic plunger. When the plunger is seated, the wires extend out from the side ports on the fastener shank and curl up for F-$ REPORTS° �e no! to be construed as representing aesthetres or mry other athibutes no! spec�cdly addressed, nor are they to be conshved as mi � endorsement ojfhesubject ojthe repoit or a recammendation jor its use. Thne ts no xinrmtry by /CCEvaluation Service, Inc., espress or implied as to artyfiiding � or other matter in this report, or as to airy product covrred by the report. ��.,.er/�w� �� Copyright � 2006 Paga 1 of 12 Page 2 of 12 ESR-1660 assisting in anti-backout. The fastener is available with either a 1-inch- (25.4 mm) or 2-inch-diameter (51 mm) head. 3.2.4.10 Spin Weld Plates: Two-inch-diameter (51 mm) amorphous nylon plates having a 0.23-inch-deep (5.8 mm),1- inch-diameter (25.4 mm) recess in the plate center and a 3/; inch-diameter (19.1 mm), centrally located hole, and sixteen spikes on the underside. The Spin Weld Plate is for use with the NTB Magnum fastener with 1-inch-diameter (25.4 mm) head. 3.2.4.11 Liquid Auger Fastener: The fastener is a composite nylon and fiberglass fastener/plate system with a modified perforated hollow shank to allow epoxy injected into the shank to seep into the surrounding decking material. 3.2.5 Adhesives:DuraLastadhesivesmustnotbethinned. Adhesives used to secure Duro-Last Membrane are as follows: 3.2.5.1 Duro-Last SB 1 Adhesive: A solvent-based bonding adhesive for adhering Duro-Last membrane to the approved substrate. SB I Adhesive is applied to each surface at 1.5 gal/square/surface (5.68 L). The membrane is applied and broomed into place after the adhesive is dry to the touch. 3.2.5.2 Duro-Last SB II Adhesive: A solvent-based bonding adhesive for adhering Duro-Last membrane to the approved substrate. SB II Adhesive is applied to each surface at 2.0 gal/square/surface (7.57 L). The membrane is applied on to the wet adhesive and broomed into place. 3.2.5.3 Duro-Last WB I Adhesive: A water-based bonding adhesive for adhering Duro-Last membrane to the approved substrate. WB I Adhesive is applied to each surface at 0.5 gal/square/surface (1.9 L). The membrane is applied and broomed into place after the adhesive is dry to the touch. 3.2.5.4 Duro-Last WB II Adhesive: Awater-based bonding adhesive for adhering Duro-Last membrane to the approved substrate. WB II Adhesive is applied to the substrate only at 0.7 gal/square/surface (2.65 L). The membrane is applied on to the wet adhesive and broomed into place. 3.2.5.5 Duro-Last Tab Sealer 4725: A solvent-based contact-bonding agent for use in the Hybrid lap fastening method for the mechanically attached membranes. See Section 4.2.2. 3.2.6 PerimeterFlashing:Duro-Lastfasciasystems,gravel stop edging and drip edge edging are fabricated from rigid exterior vinyl and metal two-piece composite and snap-on metal. 3.3 Impact Resistance: The Duro-Last Fire-retardant Roof Covering Systems described in this report comply with requirements for impact resistance in accordance with FM 4470. 4.0 INSTALLATION 4.1 General: Installation of Duro-Last Fire-retardant Roof Covering Systems shall complywith this reportand the manufacturer's published installation instructions. The manufacturer's published installation instructions shall be available at the jobsite at all times during installation. Substrates shall be free of standing water, gross irregularities and sharp projections. The insulation shall be tightly butted and fastened to the substrate using fasteners and plates noted in Section 3.2.4 and Table 3. See Figure 1 for typical installation details. For systems using mechanically attached Duro-Last membrane, insulation boards shall be attached to the substrate using two fasteners for insulation boards that have no dimension measuring more than 4 feet (1219 mm), and using four fasteners for insulation boards having any one dimension measuring more than 4 feet (1219 mm). For systems using fully adhered Duro-Last membrane, insulation boards shall be attached in accordance with Table 7 of this report. 4.2 Mechanically Attached Membrane: For mechanically attached Duro-Last membrane, the membrane shall be rolled out on the substrate and mechanically attached to the roof deck through the slip sheet, insulation, barrier board and/or e�sting roof covering, if present, using fasteners and stress plates as noted in Section 3.2.4 and Table 3. The fasteners shall be placed along and through the fastening tabs. See Table 6 for fastener and lap details. The two lap types are as follows: 4.2.1 Standard: Standard lap consists of fastener/plate placement in the 3-inch- or 6-inch-wide (76 mm or 152 mm) preformed tabs. Unless otherwise noted, fastener placement shall be through the centerline of the tab width. 4.2.2 Hybrid: Hybrid lap consists of fastener/plate placement in the 6-inch-wide (152 mm) preformed tabs. Unless othervvise noted, fastener placement shall be through the centerline of the tab width. Prior to the pulling of the membrane for the next lap, Duro-Last Tab Sealer 4725 shall be applied (see Section 32.5.5) over the tab membrane and to the underside of the overlying membrane (two-sided application) at an appro�umate rate of 30 ft2/gal/side. Care shall be used to avoid wrinkles and air pockets. 4.3 Fully Adhered Membrane: Forfullyadhered Duro-Last membrane, the prefabricated roof section is positioned over the area to be covered. The roof section is folded back onto itself to expose half of the roof area to be covered by that section. Adhesive is applied in front of the fold along its length in accordance with Section 3.2.5 of this report. Care must be taken not to apply more of the adhesive than can be covered prior to the adhesive setting up. The top layer of inembrane is lifted and, starting at the fold, a stifi squeegee or broom is used to push the membrane into the adhesive. Care shall be used to avoid wrinkles and air pockets. As each new roof section is added, the adjacent sheets are overlapped a minimum of 3 to 6 inches (76 mm or 152 mm), with care taken to avoid contamination of the membrane where seams will be welded together. 4.4 Seam Welding: After the membrane is fastened or bonded, sheets shall be welded (heat-fused) together using hot air supplied by either a handheld or self-propelled welder. Each membrane sheet is overlapped the adjacent sheet 3 to 6 inches (76 mm to152 mm). Field welds shall be a minimum of 1'/2 inches (38 mm) wide. The welded seam shall be checked for continuiry and integrity. 4.5 Vents, Parapets, Protrusions and Edge Details: All vents, parapets, protrusions and edge details shall be flashed in accordance with Duro-LasYs published installation instructions. Flashing shall be attached to the deck, as noted in Figure 1, with the same fasteners used to attach the membrane. See Table 3 for fastener requirements. The fasteners shall be spaced as noted in Figure 1. 5.0 CONDITIONS OF USE The Duro-Last Fire-retardant Roof Covering Systems described in this report comply with, or are suitable altemates to that specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Installation shall comply with this report, the manufacturers published installa6on instructions and the Page 7 of 10 Evaluation Report No. NER-227 Tabie � SUMMARY OF CLASSIFIED ROOF ASSEMBLIES � MEMBRANE: ATTACHMENT: DECK TYPE: Deck Incline: Insulation: Base Sheet: Barrier Board: Slip Sheet: ATTACHMENT DECK TYPE: Deck Incline: Insulation: Barrier Board: Base Sheet: Slip Sheet: ATTACHMENT: DECK TYPE: Deck Incline: Insulation: Vapor Barrier: ATTACHMENT: DECK TYPE: Deck Incline: Insulation: MEMBRANE: ATTACHMENT DECK TYPE: Deck Incline: Insulation: Slip Sheet: ATTACHMENT DECK TYPE: Deck Incline: Insulation: Base Sheet: Slip Sheet: CLASS A ASSEMBLIES Duro-Last (PVC) 35 to 50 mil membrane including white, gray, and tan colors for all roof applications MECHANICALLY FASTENED Combustible deck with minimum 15/32-inch (11.9 mm) thick sheathing Varies up to 3:12 (1/4:12 minimum) As listed in UL Roofing Materials and Systems Directory 2002 As listed in UL Roofing Materials and Systems Directory 2002 As listed in UL Roofing Materials and Systems Directory 2002 As listed in UL Roofing Materials and Systems Directory 2002 MECHANICALLY FASTENED Combustible deck with minimum 15/32-inch (11.9 mm) thick sheathing No limitation (1/4:12 minimum) As listed in UL Roofing Materials and Systems Directory 2002 As listed in UL Roofing Materials and Systems Directory 2002 As listed in UL Roofing Materials and Systems Dinectory 2002 As listed in UL Roofing Materia/s and Systems Directory 2002 MECHANICALLY FASTENED Noncombustible Varies up to 3:12 (1/4:12 minimum) As listed in UL Roofing Materials and Systems Directory 2002 As listed in UL Roofing Materia/s and Systems Directory 2002 MECHANICALLY FASTENED Noncombustible No limitation (1/4:12 minimum) As listed in UL Roofing Materials and Systems Directory 2002 CLASS B ASSEMBLIES Duro-Last (PVC) 35 to 50 mil membrane including white, gray, and tan colors for all roof applications MECHANICALLY FASTENED Combustible deck with minimum 15/32-inch (11.9 mm) thick sheathing Varies up to 3:12 (1/4:12 minimum) As listed in UL Roofing Materia/s and Systems Directory 2002 As listed in UL Roofing Materials and Systems Directory 2002 MECHANICALLY FASTENED Combustible deck with minimum 15/32-inch (12..6 mm)thick sheathing No limitation (1/4:12 minimum) As listed in UL Roofing Materials and Systems Directory 2002 As listed in UL Roofing Materia/s and Systems Directory 2002 As listed in UL Roofing Materials and Systems Directory 2002 (Table 3 Continues on Next Page) Page 6 of 10 Evaluation Report No. NER-227 i a�le 1 FASTENERS' FOR INSULAT�c�N eNn n�iQn_� ACT �ACUOOwu� nv�es zo � aoie �: 1. Stress distribution plates for the fasteners shall be the Duro-Last Poly-Plate which is a 2 inch (51 mm) diameter polycarbonate plate. 2. Minimum of No. 14 diameter screws shall penetrate a minimum of No. 22 gauge deck, a minimum of 1 inch (25.4 mm). 3. Minimum of 28 day compression strength, 3,000 psi ( 143 kN/mZ). 4. Minimum of No. 14 diameter screws shall embed in deck a minimum of 1 inch (25.4 mm). 5. Minimum of No. 12 diameter screws shall embed a minimum of 1 inch into the deck. 6. Minimum of No. 14 diameter screws shall protrude a minimum of 1-inch (25.4 mm) beyond the minimum 3/4 inch (19.1 mm) plywood deck or embed into a 1 inch (25.4 mm) thick deck. 7. Glass fill fasteners shall penetrate a minimum of 1.5 inch (38.1 mm) from top of the deck. F C��F. L FASTENER SPOCiNr notes to i adie z: 1. Fasteners shall comply with Tabi�_ � of this report. 2. In jurisdictions where the Uniform Building Code is used, the table is limited to maximum 90-foot- high buildings in areas having a maximum basic wind speed of 80 miles per hour in areas designated as Exposure B or C. Page 5 of 10 Evaluation Report No. NER-227 Product Evaluation Listinp 1_0 SUBJECT 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT 3.0 4.0 INSTALLATION 5.0 IDENTIFICATION 6.0 EVIDENCE SUBMITTED 7.0 CONDITIONS OF USE �� s. 7,� _ � . Re-Issued April 1, 2003 > .r*•� . �,,� s:' , �. - �� ,s . � � �y� :: r � tir'��;;: rt r: n,�v_: 7.5 Insulations under roof coverings are limited to those specified in this report and shall not have a flame-spread index of over 75 when tested in accordance with ASTM E84 (except flame spread of non-foam plastic insulations shall be limited to 25 in jurisdictions using the Uniform Buildin� Code). Additionally, the edge or face of each piece of foam plastic insulation shall bear the label of an approved quality control agency containing the manufacturer's and/or distributor's identification, model number, serial number or definitive information describing the product or material's performance characteristics. Evaluation of the flame spread data and manufacturers quality control program ofthe specificfoam plastic insulation is outside the scope of this evaluation report. 7.6 The interior of the building shall be separated from the foam plastic insulation material, if used, by a thermal barrier in accordance with the applicable code. When plywood decks are used as an altemative to thermal barrier requirements, they shall be not less than �5i32 inch (12.0 mm) in thickness, bonded with exterior glue and be supported on all edges by blocking, tongue-and-groove joints, or other approved edge support. In areas covered by the Uniform Building Code, the minimum plywood deck thickness used to satisfy thermal barrier requirements shall be �i2 inch (12.7 mm). 7.7 In addition to following the minimum fastening requirements of the manufac- turers specifications, the fastening system shall also be checked for compliance with this report. Fasteners used to attach the membrane shall conform with Tabie_1 and fastener spacings shall conform with :t"ans v 2. The required design wind pressure shall be determined for each portion of the building roof in accordance with the applicable code. Fastener pattems shall be selected to provide an allowable pressure (Pd) greater than or equal to the wind pressure established by the applicable code. 7.8 Complete details and specifications indicating the entire roof assembly sha' be submitted to the code official at the time of permit application. Thes�. documents shall include, as a minimum, this information: rype, thickness, and width of inembrane; structural roof deck material rype and thickness; type, size, and thickness of foam plastic underlayment insulation; method of attachment of foam plastic to roof deck; and flashings at membrane penetrations and terminations. The roof inembrane assembly shall also include allowable fastener and plate types, spacing of fasteners, insulation type and thickness, and attachment method and all other details specified in the FMRC Product Approva/ Guide and the UL Roof Covering Materials Directory for the particular roof assembly being used. 7.9 Field pullout tests shall be conducted on proposed membrane fasteners in accordance with Duro-Last, Inc.'s installation requirements. The required capaciry shall be that required by Duro-Last, Inc.'s installation requirements, but shall not be less than: [2 x tab spacing x fastener spacing along tabs x allowable design pressure noted in Tabi� 2]. 7.10 This report is subject to periodic re-examination. For information on the current status of this report, consult the Product Evaluation Listin_q or contact the ICC-ES. Page 4 of 10 Evaluation Report No. NER-227 6.16 Report of accelerated weathering test (ASTM G53) conducted by the Q- Panel Company, dated August 30, 1990, signed by Patrick J. Brennan. 6.17 Quality control manual, dated October 20, 2002 signed by representatives Product Evaluation Listin� of Undervvriters Laboratories Inc. and Duro-Last Inc.. 6.18 Test Report on Duro-Last Mechanically Attached Roof Cover (Altemate Formulation) for Class 1 Insulated Deck Roof Constructions from Factory Mutual Research, in accordance with FMRC Standard 4470 and FMRC 1.0 SUBJECT Simulated Hail Damage Test, Report No. J.I. 2Z9A8.AM, dated March 21, — 1996 2_0 PROPERTY FOR WHICH EVALUATION IS SOUGHT 3_0 DESCRIPTION 4_0 INSTALLATION 5_0 IDENTIFICATION 6_0 EVIDENCE SUBMITTED 7.0 CONDITIONS OF USE Re-/ssued April 1, 2003 6.19 Test Report on Duro-Last Roof Cover with 5-Foot Tab Spacing and Duro- Last HP System, for Class 4470 from Factory Mutual System, Report No 4D6A4.AM, dated August 30, 1999. 6.20 Approval Testing of Altemate Fastening Pattems with DuraLast Roof Cover from Factory Mutual Research, Report No. FMRC JI 3005604, dated Nov- ember 18, 1999. 6.21 Roof Perimeter Flashing Systems for A. 1-3/4 inch Fascia System (Bar # 1568 and Cover #1569), B. 4 inch Fascia System (Bar #1571 and Cover #1572), C. 2 inch Gravel Stop Edging (# 1226), D. 4 inch Gravel Stop Edging (#1587), E. 2 inch Drip Edge Edging (#1220), F. 4 inch Drip Edge Edging (#1583) from Factory Mutual Research, Report No. FMRC J.I. OY4A8.AM, dated January 30, 1995. 6.22 Underwriters Laboratories Inc. listing cards. 6.23 Report on Roofing Systems Under the Classification Program, from Under- writers Laboratories Inc., File R19115, Project No. 99NK19413, dated August 12, 1999. 6.24 Duro-Last� Roofing, Inc. Mechanically Attached Information, from Duro- LastO Roofing, Inc., pages 1 to 10, revised dated November 1, 1999. 6.25 Underwriter's Laboratories Inc. follow-up Service Procedure, File F10128, dated October 4, 2002. 7.0 CONQiT10NS OF USE The National Evaluation Service Committee finds that the Duro-Last Fire- retardant Roof Covering Systems described in this report comply with or are acceptable altematives to the methods and products specified in �cX� ** ' � and the 1997 Uniform Building Code, and subject to the following conditions: 7.1 The roof covering system shall be installed by applicators licensed and trained by Duro-Last, Inc. 7.2 The material and installation shall comply with this report and the manufac- turer's installation instructions Guideline Speci�cation for Architects, Engineers, Contractors, and Owners, dated November 1, 1999. 7.3 Where moderate or heavy foot traffic occurs for maintenance of equipment or is otherwise necessary, the roof covering shall be adequately protected to prevent rupture or wearing of the surface. In these areas, the membrane shall be protected by the use of compatible roof walkway pads. 7.4 If the roof covering systems described in this report are installed over fireresistance rated roof-ceiling assemblies, fire test results or other substantiating data shall be made available to the building official to show �;:� � � �.::: . , - .. ,� ��, ; that the required fireresistance is not reduced. An evaluation of fireresist- ance rated assemblies is outside the scope of this report. **DELETED BY CITY OF LOS ANGELES Page 3 of 10 Evaluation Report No. NER-227 Product Eva/uation Listin_q 1_0 SUBJECT 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT 3_0 DESCRIPTION 4.0 INSTALLATION 5.0 IDENTIFICATION 6_0 EVIDENCE SUBMITTED 6.2 6.3 Repo�t of impact (Federal 101-B), water-vapor transmission (ASTM E96), seam strength (ASTM D751), carbon arc (ASTM G23), xenon arc (ASTM G26), accelerated conditioning (ASTM E838), freeze/thaw (TTM-425) and tensile, tear and elongation (ASTM D751) tests, submitted by Rich Stamper Technical Manager, Diversitech General, under the cover of a letter, date� July 24, 1985. Report of Factory Mutual roofing tests conducted in accordance with the FM simulated wind-uplift tests by Factory Mutual under Report Numbers J.I. 1 H3AO.AM dated September 6, 1984, J.I. 1 J4A7.AM dated April 8, 1985, 1 X8A8.AM dated November 1, 1993 and 3Y5A6.AM dated March 10,1995, May 9, 1996, November 18, 1999, and August 30, 1999. 6.4 Report of uplift test performed in accordance with UL 1897 by Underwriters Laboratories Inc., File R10128, dated July 28, 1994. 6.5 Report of fire-retardant roofing test (UL Standard No. 790) conducted by Underwriters Laboratories Inc. under File No. R10128, dated February 28, 1983; March 7, 1983; April 3, 1984; June 21, 1985; March 11, 1988; October 26,1988; May 18,1989; July 7,1989; September 27,1989; August 18, 1992; June 23, 1993; November 23, 1993; January 5, 1994 and July 1, 1994; and File No. R15206; dated February 22, 2000; dated January 10, 1994; December 9, 1996; September 17, 1998; December 14, 1998; December 16, 1998; and August 12, 1999. (Note that the December 9, 1996, the September 17, 1998, and the December 16, 1998 reports are UL Listing Cards.) 6.6 Report of accelerated-weathering tests (ASTM G26) conducted by Ramtech Laboratories, Inc., Laboratory No. 7552-85, dated February 5, 1986. 6.7 Details conceming the Duro-Last fastener and wind-uplift data verifying 7.0 CONDITIONS OF USE fastener tab spacing of 27 inches on center under the cover of a letter, - dated March 17, 1986, prepared by John Greko, Director of Technical Services, Duro-Last Roofing, Inc. Re-Issued April 9, 2003 6.8 Report of tests conducted in accordance with FM 4470/4450, prepared by Factory Mutual Research, Report No. 1 MOA4.AM, dated January 22, 1986, signed by L.N. D'Angelo. 6.9 Letter prepared by Factory Mutual Research, dated March 10,1988, signed by L.N. D'Angelo, noting the results of simulated wind-uplift and spread-of- flame tests (ASTM E108). 6.10 Test report on Tru-Fast Fasteners, prepared by Factory Mutual Research, Report No. J.I.ONOA8.AM, dated October 7,1986, signed by B. J. Callahan. 6.11 Test report simulated wind-uplift tests conducted on Striker Fasteners, prepared by Factory Mutual Research, Report No. OMOA5.AM (4450), dated September 24, 1986, signed by G.A. Smith, JR. 6.12 Test report simulated wind-uplift tests performed in accordance with FMRC Standard 4450, conducted on Olympic Fasteners, prepared by Factory Mutual Research. 6.12.1 Report No. OR9AO.AM, dated November 22, 1989, signed by G.A. Smith. 6.12.2 Report No. J.I. OHOA7.AM, dated January 5, 1983, signed by L.N. D'Angelo. 6.13 Test report on Olympic Roofing Fasteners, prepared by Pittsburgh Testing Laboratory, Order No. MA 4907, dated January 13, 1983, signed by John W. Harilee. 6.14 Test report on Olympic Roofing Fasteners, prepared by Professional Services Industries, Inc., Project No. LN PHY-01803, dated August 2� 1990, signed by Earl Gallagher. 6.15 Report on physical properties tests verifying compliance with U.B.C. Standard No. 32-13, prepared by United States Testing Company, Inc., Report No. 008279-1, dated September 28, 1990, signed by Dominick Martucci. Page 2 of 10 Evaluation Report No. NER-227 Product Evaluation Listinp 1.0 SUBJECT 2.0 PROPERTY FOR WHICH EVALUATtON IS SOUGHT 3.0 DESCRIPTION 4.0 INSTALLATION 5.0 IDENTIFICATION 6.0 EVIDENCE SUBMITTED 7_0 CONDITIONS OF USE � ��` �� '` ��xw�a s �� . t . w- -; � 5 ' r�z3 .�: Z, ...�,y"� /�. '��i "'F�z7i p.t ,I i. �� „. - �� -�`-" ,,� �t<�-, � ;� h :' = l .= c +'h'�: . � ,'��`f ��. ��,�` �'" ��; t vk , �.� �; � '�� -�t'°f� ,-� ✓ eV �. ,� � .��, x ,��`< Re-Issued April 1, 2003 :� ,�: ,� S 3z'%: `*�.,`.:+. 1.0 SUBJECT Duro-Last Fire-retardant Roof Covering Systems. 2.G PROPERTY FOR WHICH EVALUATION PS SOUGHT 2.1 Roof Covering Classification 2.2 Weather Resistance 2.3 Wind Resistance 2.4 Impact Resistance 3.0 DESCRlPTIO'N 3.1 General Duro-Last roof covering membrane is a 30-ounce-per-square-yard (1017 g/mZ) weft inserted polyester-base fiber mat having a thermoplastic coating. The roof covering is produced with 3 inch (76.2 mm) tabs continuous along the length of the membrane and spaced every 120, 60, 57 or 28 inches (3048, 1524, 1448 or 711 mm) along the width for mechanical attachment purposes. The roof covering is supplied in 64 inch-wide (1626 mm) rolls, which are fabricated into one-piece membrane sheets up to a maximum size of 2500 square feet (232.2 mZ). 3.2 Roofing Systems - General Duro-Last PVC membrane is available in thicknesses of 35 to 50 mils (0.035 to 0.050 inch) (0.89 to 1.27 mm) in white, gray, and tan color. This membrane material is applied to either combustible or noncombustible roof decking material over a variety of insulations and other roofing components. Duro-Last membrane is mechanically fastened in place using the fasteners described in Tabi�_1 in the pattem required by Taa�e 2 of this report. 4.0 INSTALLATION Substrates shall be free of standing water, irregularities and sharp projections. Insulation shall be butted tight and shall be fastened to the substrate with fasteners noted in �abf�_1. Fastener density shall be two fasteners for insulation boards having both dimensions no greater than 4 feet (1.2 m) and four fasteners for insulation boards having any one dimension measuring greater than 4 feet (1.2 m). The Duro-Last membrane shall be rolled out on the insulation or over a separatorsheetwhen the membrane is installed overexisting roofing. Membrane shall be mechanically attached to the roof substrate through the insulation and/or existing roof covering with fasteners and stress distribution plates. Fasteners shall be placed along and through the 3 inch (76.2 mm) fastening tabs (see _i_a � �c 2 for fastener and lap spacing). Each large membrane sheet shall overlap the previous sheet a minimum of6 inch (152.4 mm). Fasteners noted in Tm��F ? shall be used to attach the membrane to the deck. After fastening the membrane, sheets are heat fused together with hot air supplied by either a hand-held or self- propelled welder. Field welds shall be a minimum of 1 �i2 inches (38.1 mm) wide. Welded seam shall be checked for continuity and integrity. Vents, parapets, protrusions and edge details shall be flashed in accordance with manufacturers instructions. 5.0 IDENTIFICATlON Roofing components, including insulations, shall bear a label noting product and manufacturer's name together with a label by Underwriters Laboratories Inc. (NER-QA403) determining classification established in accordance with ASTM E108 or UL Standard No. 790. Additionally, the Duro-Last membrane shall have the NER number on the label. 6.0 EVIDENCE SUBMITTED 6.1 Duro-Last Roofing Guideline Speciflcation for Architects, Engineers, Contractors and Owners, 7th Edition, dated November 1, 1999. LEGACY REPORT NER-227 Re-Issued Apri11, 2003 ICC Evaluation Service, �f1C. �� W�an Mill Road, Whittier, Califomia 90601 ■(562) 699-0543 Regional OfBce ■ 900 Montdair Road, Suite A, Birmingham, Alabama 35213 ■(205) 599-9800 WWW.ICC-eS.org ��•�1 West Fbs.srn°°r Road. Country Gub Hills, Illinois 60478 �(708) 799-2305 Legacy Report on 20001nternational Building Code� with the 2002 Accumulative Supplement, the BOCA� National Building Code/1999, the 1999 Standard Building Code� and the 1997 Uniform Building Code'� DIVISION 07 — THERMAL AND MOISTURE PROTECTION Section 07540 — Thermoplastic Membrane Roofinq REPORT HOLDER: DURO-LAST, INC. 525 MORLEY DRIVE SAGINAW, MICHIGAN 48601 engineering@duro-last.com EVALUATION SUBJECT: !''�� p[�j'''�g/�c'p'�j�^ i�- � � ��.g LJVRt/�LMa7 i i��di�'I1�.9 ��.L.i?�i34E 3 ��.J'�f: :�JVERING SYSTEMS /CGES legacy reports are not to be construed as representing aesthetics or mry other attributes not specifically addressed �r are they to be construed as an endorsement ojthe subject ojthe report or a recommendation for its use. There is no wanmiry by ICC Evaluation Service. Inc., express or implied, ar to any finding or other matter in this report, or at to arry product covered 6y the report. Copyrighl�, 2003 Page 1 of 10 Duro-Last, Inc. RE: Duro-Last Single Ply Membrane 5. Where moderate or heavy foot traffic occurs for maintenance of equipment, the roof covering shall be adequately protected. 6. Field pull out tests shall be conducted on proposed membrane fasteners in accordance with Duro-Last, Inc.'s installation requirements. The parts of Legacy Report No. NER-227 which are excluded on the attached copy have been removed by the Los Angeles Building Department as not being included in this approval. DISCUSSION This general approval will remain effective provided the Evaluation Report is maintained valid and unrevised with the issuing organization. Any revisions to the report must be submitted to this Department, with appropriate fee, for review in order to continue the approval of the revised report. This general approval of an equivalent alternate to the Code is only valid where an engineer and/or inspector of this Departrnent has determined that all conditions of this approval have been met in the project in which it is to be used. Addressee to whom this Research Report is issued is responsible for providing copies of it, complete with anv attachments indicated, to architects, engineers and builders using items approved herein in design or construction which must be approved by Department of Building and Safety Engineers and Inspectors. YEUAN CHOU, Chief Engineering Research Section 2319 Dorris Place Los Angeles, CA 90031 (213)485-2376 YC:elcm RR24824/wp8.0 R03/ 17/OS 4C/ISOI/I503/ISOa Attachment: ICC Evaluation Service Legacy Report No. NER-227 ( 10 Pages). RR 24824 Page 2 of 2 FACTORY MUTUAL RESEARCH CORPORATION� APPROVALS All jobs which are for FM insured buildings will be reviewed by a FM Engineer. If you have not been through the process, contact the Duro-Last�Engineering Senrices Department at 800-248-0280 before you submit a proposal. INTRODUCTION Factory Mutual Research Corporation has successfully tested the Duro-Last Roofing System for classification as a Class 1 roof covering. The roof covering has passed tests designed to measure fire spread, hail damage, and wind uplift resistance characteristics, when installed as specified below. Evaluations of wind uplift resistance characteristics provide measurements of the ability of the roof assembly to survive air pressure loads on the rooftop that result from high wind speeds. Factory Mutual wind uplift resistance classifications are designed as I-60 to I-495. These numbers represent the pounds per square foot of upward load on the roof assembly. As an example, the I-60 rating means that the specified assembly may be able to resist uplift pressures of up to 60 Ibs., depending on topography and building structure. This roof covering is approved only when attached as tested over specific insulation, decks or existing covers. Because fire spread, wind uplift, hail damage, and weather resistance characteristics are highly dependent upon the substrate to which the roof cover is attached. The determination of the compatibility of the roof cover with other roofing components within the construction shalf be the responsibility of the listed manufacturer, who shall be consulted prior to their use. The following roof cover system is approved as designed for use over specific substrates as indicated by these five categories, unless otherwise specified: 1. Structural or insulating concretes. 2. Existing roof cover. 3. Insulation on steel roof deck. 4. Insulation over FM-approved fire treated wood. 5. FM approved wood decks. MEMBRANE DESCRIPTION The 40 mil (1 mm) thick Duro-Last single-ply membrane is a non-wicking weft inserted polyester fabric encapsulated between two layers of specially formulated polyvinylchloride compound and has a system weight of .25 Ibs./sq. ft. (1.22 kg/mZ). The fabricated roof cover is supplied either folded or rolled in sections of up to 2,500-sq. ft. (232 m2) in area. The thermoplastic coating formulation is on file at Factory Mutual Research Corporation. For all FM uplift design pressures, the membrane and insulation fastening must be increased at the roof perimeters and corners. The perimeter width (x) is defined as the lesser of either 40% of the building eave height or 10% of the width of the roof area, but in no case less than 3'-0" wide. The corner is defined as (x by x). Note:Duro-LasYs minimum requirement is a perimeter no /ess than 4' 0" from a perimeter edge. The tab spacing in the perimeter sheets shall be no greater than 60% of the tab spacing in the field of the roof. The tab spacing in the corner sheets shall be no greater than 40% of the tab spacing in the field sheets. Call the Engineering Services Department for details. See "Figure A" on Page FM-2. For Insulation attachment: Refer to the "FM Global Loss Prevention Data Sheet 1-29" for the minimum requirements on attaching insulation. NOTE: In some cases, the presence of a vapor barrior will change requirements for fastening. Note: 2-fasteners shall be used to attach insulation having both dimensions no greater than 4-feet (1.2 m). 4- fasteners shall be used to attach insulation having any one dimension greater than 4-feet (1.2 m). Duro- LastO will require a minimum of 5 fasteners per board, which may exceed FM requirements. Facto Mutua/ R uirements FM-1 Se tember 2005 INSTALLATION For the mechanically fastened system, the membrane in the fieid of the roof shall be mechanically fastened by the 3-inch (76 mm) wide securement tabs using Duro-LastO FM approved fasteners as described below through the FM approved insulation and into the deck. Adjoining sheets of the roof cover shall be overlapped a minimum 6-inches (150 mm) onto the previously secured section of roof cover. All fastening tabs and sheet edges shall be secured with Duro-LastO FM approved fasteners or hot-air welded to the secured edge of an adjoining sheet. Field seam welds shall be sealed with a heat-sealing apparatus forming a continuous 1.5- inch (38 mm) wide weld. FIELD MEMBRANE INSTALLATION FOR MECHANICALLY FASTENED SYSTEMS For the fully adhered system, the membrane in the field of the roof shall be attached to approved insulations by the Duro-Last adhesives, and the insulation shall be attached using Duro-LastO FM approved fasteners or adhesives in conjunction with FM approved insulation onto the deck. Adjoining sheets of the roof cover shall be overlapped a minimum 6-inches (150 mm) onto the previously secured section of roof cover. All required fastening tabs shall be secured with Duro-LastO FM approved fasteners or hot-air welded to the secured edge of an adjoining sheet. Field seam welds shall be sealed with a heat-sealing apparatus forming a continuous 1.5-inch (38 mm) wide weld. FIELD MEMBRANE AND INSULATION INSTALLATION FOR FULLY ADHERED' SYSTEMS ' Coverage on Duro-Last WB adhesive shall be applied no less than 80 Sq. Ft. per gallon ' Wood Decks must be FM approved and require a minumum of 1/4" Dens Deck placed loose on the deck under the insulation assembly unless noted. Facto Mutual Re uirements FM-3 Se tember 2005 Example: If a building has a 20 ft. (6.1 m) eave height, and its dimensions are 100 ft. (30.5 m) by 200 ff. (61 m), the perimeter width would be 8 ft. (.4-times the building height which is less than .1-times the width or 10 ft.) The corner areas would be 8 ft. by 8 ft., min. Fiaure A ✓ _``-""_ _ -` _ - ,� .- -a. . -� - - - -+* - * -+* ' .� `. . `,_ ' , - . . . - - - + + - - - �� - - - - - _ . . . . .+ + , `,`. ,'. .` + _ �. _�+ - `+ -�+� -�+ - - - - -'+ + -�+ «}+� �+ .� �+ - _ +' - + + _ +� �+� - _ , .', , ',� . y. . � . . i 1- . r 4 + 4 ' . ' ' i - + + + ♦ , + . 1 1 + � � = CORN�R E�HANCEM��T `+�+�+r �+_ _ a � = P=R ME"ER �NI-'A�CEMEN ' � _ =iELC EN-IA\CFME�T /��i;!i��j/ii �// INSULATIONS FOR ROOF COVERINGS The following types of insulation are approved for use with the Duro-LastO roof cover when attached with Duro-LastO screws and 2-inch Poly-Plates. 1. FM approved fiberglass. 2. FM approved urethane composite board. 3. Polyisocyanurate a) Iso-Shield as supplied by Dyplast, Inc. b) Iso-Shield R-PLUS as supplied by Dyplast, Inc. c) Isotherm-R as supplied by GAF Corporation. d) Hy-Therm as supplied by Celotex Corporation. e) Iso-95 Rhoflex as supplied by Firestone Building Products. fl Therma-Roof Plus as supplied by R-Max, Inc. g) E'NRG'Y-1 as supplied by NRG Co. h) AC Foam I, II and III as supplied by Atlas Roofing Corp. i) UltraGuard Gold as supplied by Johns Manville. 4. Ultra-Fold TPM or Duro-Fold may be used only if Elk VersaShield� or FR-10 is present in the assembly. See the "FM Approval Guide" for approved assemblies. Notes: a) Recover Assemblies: The previous list of insulation types is approved 1-inch thick, max., when attached over steel or wood decks using Duro-LastO screws. The previous list of insulation rypes is approved 8-inch thick, max., when attached over structural concrete decks using Duro-LastO screws or concrete fasteners. b) New Construction: The previous list of insulation types is approved up to 8-inches thick, max., when attached over steel, wood or structural concrete decks using Duro-LastO screws or concrete fasteners. On wood decks a layer of gypsum board must be installed in the assembly. c) New Construction or Recover: The previous list of insulation types is approved up to 8-inches thick, max., when attached over a Tectum, gypsum or lightweight concrete using NTB fasteners with 2- inch heads. Facto Mutual Re uirements FM-2 Se tember 2005 PRECAUTIONS In the case of installation over steel decks (new or recover), 1. The 3-inch (76 mm) and 6-inch (152 mm) wide securement tabs shall be installed perpendicular to the flute direction on steel decks in the field of the roof. They may run parallel in perimeter enhancements, up to class 1-90. See "FM Global Loss Prevention Data sheet 1-29" for further information. 2. A trial fastener shall be driven to verify that the fastener is engaging the top flange of the steel deck. 3. The fastener must penetrate the steel deck 1-inch, min., from the top surface of the deck. 4. Increased fastener spacings may be required if there is a vapor barrier present within the roof system. See "FM Global Loss Prevention Data sheet 1-29" for further information. Preparations shall be made to ready an existing roof surface prior to the application of new insulation and membrane. 1. These preparations include, but are not limited to, removal of loose gravel and repair of blisters and other openings. 2. Insulation boards shall be secured to the existing roof deck. 3. The roof inembrane shall be mechanically fastened with approved fasteners through the 3-inch (76 mm) and 6-inch (152 mm) wide securement tabs, either directly through the existing roof and into the deck or through the approved insulation and existing roof and into the deck. DURO-FOLDT"" APPROVALS For attachment of the insulation, see the fastening requirements listed above. 8.a Roof System: Recover Deck: Steel, wood or concrete Class: FM Class 1-A ASTM E 108: Class A, non-combustible Slope: '/< in. per foot Wind Uplift: Meets 1-60 and 1-90 Insulation: Duro-FoldT"" (1-in. max.) Slip Sheet: Atlas Energy Products "FR-10" or "FR-50". Membrane: Duro-LastO (PVC), mechanically fastened. 13.d Roof System: New or Recover Deck: Steel, wood, or concrete covered with 5/8 in. gypsum or'/z in. Dens-Deck (optional for concrete). Class: FM Class 1-A ASTM E 108: Class A, non-combustible. Slope: '/. in. per foot. Wind Uplift: Meets 1-60, 1-90 and 1-150. Air Barrier: AMOWRAP Housewrap Insulation (optional): Amofoam Insulation Board a) New Roof: 1-6 inches, max. b) Recover: 1-inch, max. Slip Sheet: Atlas Energy Products "FR-10" or "FR-50". Membrane: Duro-LastO (PVC), mechanically fastened. Facto Mutua/ Re uirements FM-4 Se tember 2005 UNDERWRITERS LABORATORIES�, INC. GUIDELINES FOR INSTALLATION COMPLIANCE INTRODUCTION UL's testing of roofing systems is for the purpose of leading to a program of classification and involves much more than merely testing the product in accordance with a designated standard. It includes the identification of and selection of materials to be tested at the factory where the product is manufactured. It also involves the implementation of an ongoing program of unannounced inspections at the factory, countercheck tests to verify, on a continuing basis, that the product, as produced, is identical to the product as tested, and the preparation of a detailed inspection document if the product is found to conform. APPROVED DECK TYPES Combustible Roof Decks - Wood Plank - Plywood - Oriented Strand Board (OSB) - Chip Board - Cementitious Wood Fiber ("Tectum" - less than 2" thick) GENERAL REQUIREMENTS Noncombustible Roof Decks - Steel - Aluminum - Structural Concrete (PIP, pre-cast, plank, channel slab, T's, Etc.) - Lightweight / Cementitious Wood Fiber (Gypsum, "Tectum" 2" thick or greater) • The required thickness of OSB, plywood, etc. is 7/16", minimum. • 1/4" nonstructural glass mat gypsum roof board may be used in lieu of 1/2" gypsum wallboard. • UL Classified gypsum wallboard, any thickness, may be included in any roofing system without adversely affecting the classification. RECOVER/REROOF Classified insulated systems may be installed over existing Classified insulated systems when: 1. The new system is classified for use with the existing roof insulation type (glass fiber, perlite, wood fiber, polyisocyanurate, etc.) and 2. The total thickness of insulation in both systems does not exceed the maximum specified for the new system being applied. UL STANDARDS FOR EXTERNAL FIRE TESTING FOR ROOF COVERINGS (UL 790) These requirements cover the performance of roof covering materials exposed to fire conditions that are intended to determine the fire-resistance and bum characteristics of roe# eave�ings when exposed to firg originating from sources outside of a building which the coverings are installed. The UL 790 rates roof coverings as having either Class "A", "B", or "C" fire ratings. Below, there is a description of the test criteria as outlined by UL 790 testing: Saread of flame Test Criteria: • Class A(10 Minutes Exposure) - 6 Ft. (1.8-m) Maximum flame spread • Class B(10 Minutes Exposure) - 8 Ft. (2.4-m) Maximum flame spread • Class C(4 Minutes Exposure) - 13 Ft. (4.0-m) Maximum flame spread Burninq Brand Test Criteria: • Class A- 2000 grams (Approx. 4.5 Lbs.) • Class B- 500 grams (Approx. 1.1 Lbs.) • Class C- 9.25 grams (Approx. 0.3 Lbs.) UL-S cifications UL-1 Se tember 2003 Intermittent Flame Test Criteria: • Class A- 15 Cycies (2minutes on, 2 minutes of� • Class B- 8 Cycles (2minutes on, 2 minutes off) • Class C- 3 Cycles (2minutes on, 2 minutes of� Test Results: Class A- Roof coverings are effective against severe fire test exposures. Under such exposures, the roof coverings of this class are not readily flammable, afford a fairly high degree of fire protection to the roof deck, do not slip from position, and are not expected to produce flying brands. Class B- Roof coverings are effective against moderate fire test exposures. Under such exposures, roof coverings of this class are not readily flammable, afford a moderate degree of fire protection to the roof deck, do not slip from position, and are not expected to produce flying brands. Class C- Roof covering are effective against light fire test exposures. Under such exposures, roof coverings of this class are not readily flammable, afford a measurable degree of fire protection to the roof deck, do not slip from position, and are not expected to produce flying brands. UL APPROVED CERTIFICATION LISTINGS (TGFU.R10128) Duro-Last has approved class A, B and C listings for both combustible and noncombustible deck assemblies. For the most up-to-date assemblies, contact the Duro-Last Engineering Department or visit Underwriters Laboratories web site, www.ul.com. Once there, go to"Certifications" and search company name "Duro-LasY'. UL APPROVED "P" ASSEMBLIES (CHCI.R10128) The resistance of a building to intemal sources of fire has been extensively tested and classified at Underwriters Laboratories. Classification of wall, floor/ceiling assemblies can be divided into different series based on the fire protection used in the assembly. It should be noted that the roof inembrane forms only a small part of the total roof/ceiling assembly. In order for a structure to qualify for a particular P-Assembly or Roof Deck Construction, ALL materials used to construct the assembly (including roof decking, ceiling materials, light fixtures, duct work and structural support members) must be UL Classified and installed as described in the appropriate UL directories. The Duro-LastO Roofing System is classified by Underwriters Laboratories as a surfacing material in ballasted and mechanically fastened installations over the following sub-assembly design numbers: P211 P242 P410 P701 P805 P905 P917 P215 P246 P411 P708 P810 P906 P918 P216 P251 P501 P709 P814 P907 P919 P224 P252 P503 P711 P815 P908 P920 Ballasted for use in design numbers: P225 P253 P505 P712 P816 P909 P921 P227 P255 P508 P715 P817 P910 P922 P230 P257 P509 P717 P819 P911 P923 P226 P229 P235 P248 P505 P507 P811 UPLIFT RESISTANCE CERTIFICATION (TGIK.R10128) P231 P232 P233 P237 P241 P261 P262 P405 P406 P407 P510 P511 P513 P514 P515 P718 P801 P802 P803 P804 P820 P821 P902 P903 P904 P912 P913 P914 P915 P916 P813 The following assemblies are tested for use with projects specifying UL approved uplift ratings. To meet these requirements, the assembly must be constructed in accordance with the appropriate uplift rating desired. For the most up-to-date assemblies, contact the Duro-Last Engineering Department or visit Underwriters Laboratories web site, www.ul.com. UL-S ifications UL-2 Se tember 2003 1. Uplift Resistance —150 psf. Deck: Steel, min No. 22 MSG. Insulation: UL Classified polyisocyanurate, EPS, wood fiber or perlite, any combination, any thickness. Membrane: Duro-Last (PVC) mechanically fastened with No. 14 self-drilling steel screws through min 2 in. diam plastic plates with pointed underside. Fasteners are located 12 in. OC max along tab of factory weld seam in rows spaced 27 in. o.c. max. 2. Uplift Resistance — 90 psf. Deck: Steel, min 22 MSG. Insulation: UL Classified polyisocyanurate, EPS, wood fiber or pe�lite, any combination, any thickness. Membrane: Duro-Last (PVC) mechanically fastened with No. 14 self-drilling steel screws through min 2 in. diam plastic plates with pointed underside. Fasteners are located 12 in. OC max along tab of factory weld seam in rows spaced 57 in. o.c. max. 3. Uplift Resistance — 60 psf. Deck: Steel, min 22 MSG. Insulation: UL Classified polyisocyanurate, EPS, wood fiber or perlite, any combination, any thickness. Membrane: Duro-Last (PVC) mechanically fastened with No. 14 self-drilling steel screws through min 2 in. diam plastic plates with pointed underside. Fasteners are located 18 in. OC max along tab of factory weld seam in rows spaced 57 in. o.c. max. 4. Uplift Resistance —120 psf. Deck: 22 MSG (min). Insulation: "ACFoam II", min 2 in. thick. Fasteners: Tru Fast #15 XHD with Construction Fasteners 2-7/8 in. diam, No. 26 MSG formed galvanized steel hexagonal recessed plates. One fastener every 2 sq ft. Membrane: "Duro-LasY' (PVC), min 40 mil, fully adhered with "Duro-Last SB Adhesive", 65 ft2/gal. 5. Uplift Resistance —150 psf. Deck: 22 MSG (min). Insulation: "ACFoam II", min 3 in. thick. Barrier Board: G-P Gyusum Dens-DeckO, 1/4 in. thick minimum. Fasteners: Tru Fast #15 XHD with Construction Fasteners 2-7/8 in. diam, No. 26 MSG formed galvanized steel hexagonal recessed plates. One fastener every 2 sq ft. Membrane: "Duro-Last" (PVC), min 40 mil, fully adhered with "Duro-Last SB Adhesive", 65 ft2/gal. When Barrier Board is used, "Duro- Last WB Adhesive", 120 ft2/gal. may be used. 6. Uplift Resistance — 165 psf. Deck: 22 MSG (min). Air Barrier: 6 mil (min) polyethylene. Insulation: "ACFoam II", min 3 in. thick. Barrier Board: G-P Gyusum Dens-DeckO, 1/4 in. thick minimum. Fasteners: Tru Fast #15 XHD with Construction Fasteners 2-7/8 in. diam, No. 26 MSG formed galvanized steel hexagonal recessed plates. One fastener every 2 sq ft. Membrane: "Duro-LasY' (PVC), min 40 mil, fully adhered with "Duro-Last SB Adhesive", 65 ft2/gal. When Barrier Board is used, "Duro- Last WB Adhesive", 120 ft2/gal. may be used. 7. Uplift Resistance — 165 psf. Deck: 22 MSG (min). Insulation (Optional): Any UL Classified, 2 in. max. Barrier Board: APA Rated OSB sheathing, 7/16 in. thick min. Fasteners: Tru Fast #15 XHD with Construction Fasteners 2-7/8 in. diam, No. 26 MSG formed galvanized steel hexagonal recessed plates. One fastener every 2 sq ft. Membrane: "Duro-LasY' (PVC), min 40 mil, fully adhered with "Duro-Last SB Adhesive", 65 ft /gal. 8. Uplift Resistance — 210 psf. Deck: 22 MSG (min). Air Barrier: 6 mil (min) polyethylene, loose- laid. Insulation (Optional): Any UL Classified, 2 in. max. Barrier Board: APA Rated OSB sheathing, 7/16 in. thick min. Fasteners: Tru Fast #15 XHD with Construction Fasteners 2-7/8 in. diam, No. 26 MSG formed galvanized steel hexagonal recessed plates. One fastener every 2 sq ft. Membrane: "Duro-LasY' (PVC), min 40 mil, fully adhered with "Duro-Last SB Adhesive", 65 ftZ/gal or "Duro-Last WB Adhesive", 120 ft /gal. UL-S cifications UL-3 Se tember 2003 9. Uplift Resistance — 180 psf. Deck: 22 MSG (min). Insulation (Optional): Any UL Classified, 2 in. max. Barrier Board: APA Rated, Grade B-C plywood, 15/32 in. thick min. Fasteners: Tru Fast #15 XHD with ITW- Buildex 3 in. sq, No. 26 MSG formed galvalume steel recessed plates. One fastener every 2 sq ft. Membrane: "Duro-LasY' (PVC), min 40 mil, fully adhered with "Duro-Last SB Adhesive", 65 ft2/gal or "Duro-Last WB Adhesive", 120 ft /gal. 10. Uplift Resistance — 225 psf. Deck: 22 MSG (min). Air Barrier: 6 mil (min) polyethylene, loose- laid. Insulation (Optional): Any UL Classified, 2 in. max. Barrier Board: APA Rated, Grade B-C plywood, 15/32 in. thick min. Fasteners: Tru Fast #15 XHD with ITW- Buildex 3 in. sq, No. 26 MSG formed galvalume steel recessed plates. One fastener every 2 sq ft. Membrane: "Duro-LasY' (PVC), min 40 mil, fully adhered with "Duro-Last SB Adhesive", 65 ft2/gal or "Duro-Last WB Adhesive", 120 ft /gal. 11. Uplift Resistance — 210 psf. Deck: 22 MSG (min). Air Barrier: 6 mil (min) polyethylene. Insulation (Optional): Any type, 2 in. max. Barrier Board: APA Rated, Grade B-C plywood, 15/32 in. thick min. Fasteners: Tru Fast #15 XHD with ITW- Buildex 3 in. sq, No. 26 MSG formed galvalume steel recessed plates. One fastener every 1.6 sq ft. Membrane: "Duro-LasY' (PVC), min 40 mil, fully adhered with "Duro-Last SB Adhesive", 65 ft2/gal or "Duro-Last WB Adhesive", 120 ft2/gal. UL-S ifications UL-4 Se tember 2003 ;. � TDWN OF VAIL` Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970-479-2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project Street Addre s: Project #: __�� N�"� �� p� � I ZZ ��}-5� I^� ta �o+�-� � � (Number) (Street) (Suite #) DRB #: � � C� ,3 � �j �% Q Buildin Permit#:�{��°�3� BuildinglComplex Name: �/ G i � CCC 5 D� U�� g � Contractor Information Business Name: �� f ��f I�Iaff �5 Lot #: Block # Subdivision: SD cU � "� I Work Class: New ( ) Addition ( ) Alteration ( Business Address: J( �i f 5�a "r'� CityA�dti��- State: Gd Zip: �OOb Z Type of Building: / � / Single-Family ( ) Duplex ( ) Multi-Family ( ) Contact Name: �D nY `° � Commercial ( �Other ( ) Contact Phone: q7v 3�/ 3,j 3/ 3 '-"' Work Type ContactE-Mail:__��Y �Ui(1f�v`10i�lSi �D'""� X Owner/Owner's Re resentative Signature (Required) Electrical Applicant Information Mechanical Applicant Name: ��-Y� e Plumbing App�icant Phone: Applicant E-Mail: Project Informa �'o� owner Name: V;�� FFS{ Ct�^k{r A-55o� , Parcel #: Z � � 1� �� Z— Z�OlI -� 3 (For Parcel #, contact Eagle County Assessors Office at (970-328-8640 or visit www.eag I ecounty. uslpatie) Detailed Scope and Location of Work: �V ( Q o.. o��rk ��ty PV� ,MC�b �K� 41 r�IvC I ov�t ✓��w tnn �. . (use additional sheet if necessary) For Office Use Only: Fee Paid: � �s3 „ � ( Received From: —T'ti R �,��.��Y�02{Z�S J N�, Cash Check # � 15 °� CC: Visa / MC Last 4 CC # exp date: Auth # Building Interior ( ) E�cterior (c/�Both ( ) Valuation of Work Included Plans Included Work ( )Yes ( )No ( )Yes ( )No ( )Yes ( )No ( )Yes ( )No ( )Yes ( )No ( )Yes ( )No (1/7i'es ( )No ( )Yes ( )No �7 6 Value of all work being performed: $ �/ ,— �value based on IBC Section 109.3 8� IRC Section 108.3� Electrical Square Footage t� Gt i G -c �` ✓� � 7 � Date Received: ✓�C � AUG 2 9 2011 TOWN �F vAIL O1-Jan-1 ] �� c C�� D� �C � �Y� �P� �cts � e,�.�� K�� .,► � � � � � � � < � _. ,� � �� c� � � � �� C�C[�UU�-� AUG 29 �'�11 TOWN OF VAIL �PPROVED BY THE TOWN pF VAIL DESIGN REV�Eyy gp�D naTE: g 1 ��NNEF3: (�1 � � ,� ; , �:' �.: � REVIE��° ��$ �� o�n��.. � : ;��.� Date: G o �- ll By: _. ° �t :,w,� .�# �,; .� . ..�.� �� 4 � � �� 01-06-2012 Inspection Request Re�orting va�i �n _ c�t� n Requested Inspect Date: Monday , January 09, 2012 Site Address: 122 E MEADOW DR VAIL VILLAGE CENTER - EYE PIECES ,�/ Page 2 A/P/D Information Activity: 611-0309 Type: COMBO Sub Type: ACOM Status: ISSUED Const Type: Occup ancy: Use: Insp Area: Owner: VILLAGE CENTER ASSOC Contractor: TURNER MORRIS, INC Phone: 303-431-1300 Description: OVERLAY EXISTING TAR AND GRAVEL ROOF WITH A DARK GREY PVC MEMBRANE AND REINSTALL EXISTING PEA GRAVEL OVER NEW ROOF. Requested Inspection(s) Item: 90 BLDG-Final Requestor: Comments: 393-5393 Assigned To: JMOND ON Action: I 9 CZ �� Inspection Historv Item: 90 BLDG-Final Time Exp: Requested Time: 11:00 AM Phone: Entered By: MHAEBERLE K REPT131 Run Id: 14009