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Home My WebLink AboutOTC14-0037 9,' 30 - / / ' ) o o •v 08-04-2014 Inspection -uest Reporting Page 12 4:09 pm — Vail, CO ity Of ircrat4' 03Thb Requested Inspect Date: Tuesday August 05 2014 Site Address: 2605 BALD MOUNTAIN RD VAIL Flat portion of roof A/P/D Information Activity OTC14-0037 Type: OTC Sub Type: ADUP Status: ISSUED Const Type Occupancy: Use: lnsp Area: Owner ROGERS, BRUCE A. Contractor: CRW INC Phone: 720-348-0438 Description: Install new.060 mil EPDM roof system-Flat roof only Requested Inspection(s) Item• 542 PLAN-FINAL Requested Time: 08:00 AM Requestor Phone: Comments 720-301-2776 Assigned To GRUTHER Entered By: MHAEBERLE K Action Time Exp: Item. 90 BLDG-Final Requested Time: 02:30 PM Requestor Phone: Comments 720-301-2776 Assigned To SGR ER Entered By: MHAEBERLE K Action la C.!d Time Exp: Inspection History Item: 542 PLAN-FINAL Item: 90 BLDG-Final 4 4 I I REPT131 Run Id: 14726 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES 7000F OE Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 OVER THE COUNTER PERMIT OVER THE COUNTER Permit #: OTC14 -0037 Project #: PRJ14 -0378 Job Address: 2605 BALD MOUNTAIN RD VAIL Applied.....: 07/30/2014 Location......: Flat portion of roof Issued...: 07/30/2014 Parcel No....: 210103401030 Valuation.....: $36,489.00 OWNER ROGERS, BRUCE A. 07/30/2014 441 PIERMONT AVE PIERMONT, NY 10968 APPLICANT CRW INC 07/30/2014 Phone: 720 - 348 -0438 PETER HOLT 2310 S RARITAN STREET ENGLEWOOD CO 80110 License: C000003986 CONTRACTOR CRW INC 07/30/2014 Phone: 720 - 348 -0438 PETER HOLT 2310 S RARITAN STREET ENGLEWOOD CO 80110 License: C000003986 Description: Install new .060 mil EPDM roof system - Flat roof only .................................................. ............................... FEE SUMMARY ...,,............_._................................................ ........... Building Permit ------ - - - - -> $512.45 Bldg Plan Check ----- - - - - -> $333.09 Use Tax Fee------------------ - - - - -> $529.78 Electrical Permit ---- - - - - -> $0.00 Elec Plan Check ------ - - - - -> $0.00 Mechanical Permit - - - - - -> $0.00 Mech Plan Check ---- - - - - -> $0.00 Additional Fees--------------- - - - - -> $20.00 Plumbing Permit --- - - - - -> $0.00 Plmb Plan Check ---- - - - - -> $0.00 Investigation------------------ - - - - -> $0.00 will call ------------------------------ > $5.00 TOTAL PERMIT FEES--------- - - - - -> $1,400.32 Payments ------------------------------- > $1,400.32 ................. BALANCE DUE ------------------------ > $0.00 DECLARATIONS 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 - 4:00 PM. combination permit-012811 rwwx xwxw wxxrrxwrrr* x* r** wwwwwwwxxwxxxxxxxxxrx* xr* w*ww wrww** wr+ xxxx xxxxrxr*** w*** r*w*x***wxwxx xxx+ xxxx* r* rwwwxwwwxxxxx* xxxr x*w wwwxwxrwwxx** xx*r rrxrrwwxwxxtwrrrrrrrrrxwrrxxwxwxxttxwxr CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: OTC14 -0037 Address: 2605 BALD MOUNTAIN RD VAIL Owner: ROGERS, BRUCE A. Location: Flat portion of roof w: xrxrxxxrrrrwwwwrxwww xrxwxxxxxr** wrwrwwwwxw* wxx* xxx***r r'*w*w*w wwwwwwwxxxwwxxx* x******+ wwww xwx rxwrx***** rrww+ wwwxwrwxxxxxx****w r* wwxwwwrrr* xrx* rrrrw*w wxwwwxwxwwxrxxxxrrrrrrxrrrrxwwr Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and /or the appropriate review committee(s). Cond: 201 (PLAN): DRB approval shall not become valid for 20 days following the date of approval, pursuant to the Vail Town Code, Chapter 12 -3 -3: APPEALS. Cond: 202 (PLAN): Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. combination permit-012811 TOWN OF V)UL �7 Permit #: OTC14 -0037 Owner: ROGERS, BRUCE A. portion of roof REQUIRED INSPECTIONS AND STATUSES Address: 2605 BALD MOUNTAIN RD VAIL Location: Flat Item: 00542 PLAN -FINAL Item: 00090 BLDG -Final combination permit_012811 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R140001105 Amount: $1,400.32 07/30/201402:34 PM Payment Method: Check Init: SAB Notation: 9352 CRW ----------------------------------------------------------------------------- Permit No: OTC14 -0037 Type: OVER THE COUNTER Parcel No: 2101 - 034 - 0103 -0 Site Address: 2605 BALD MOUNTAIN RD VAIL Location: Flat portion of roof Total Fees: $1,400.32 This Payment: $1,400.32 Total ALL Pmts: $1,400.32 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code -------------- - - - - -- Description ------------------------ Current Pmts BP 00100003111100 - - - - -- BUILDING PERMIT FEES ------ - - - - -- 512.45 DR 00100003112200 DESIGN REVIEW FEES 20.00 PF 00100003112300 PLAN CHECK FEES 333.09 UT 11000003106000 USE TAX 4% 529.78 WC 00100003112800 WILL CALL INSPECTION FEE 5.00 It fib-- C 0 Community Development flepartment 75 South Frontage Road West LO TOWN Of VAIL Vail, CO 811157 community Development Tel: 970 -079 -2128 Department www.vailgov.com Development Review Coordinator 4* RE -ROOF PERMIT APPLICATION (This permit is applicable to one and two family dwelling units, multifamily buildings) (Permit fee = standard building fees and design review fee) Q 0 i N I 0 Project anon Ow �C S Owner Name: Parcel#: 02101-05`4-01-030- {For Parcel S, contact Eagle County Assessors Office at (970.326.8640 o, visit www.0agle-county.us.1pallel Project Street Address: 2605 aaAl rte i�� (Number) (Street) Contractor Information Business Name: C? tO 1 A( - (Suite #) Business Address: 2-6 10 S. , '`1` 6crX S t- City�Y1:1.-- 1y0C)�` State: Cc Zip: LIn Contact Name: _Ce Contact Phone: x-20 V Type of Building: Multiramily (EJ) One Family (F-5) Two Fatuity (Duplex) &aint Property Owner Written Approval Letter (duplex or mulli-family HOA) Two (2) plan sets indicating: • Site plan showing location of balconies, decks, slair- ways, sidewalks, pedestrian and vehicular exits from the building and utility meters • Roof plan showing pitch and slope • Snow retention method and location. Multi- family building snow retention is required to be designed, signed and sealed by a lioensed engineer If heat tape is to be used as snow retention, load cal- culations must be provided • Material type (I.e. Composite Shingles Class A) and color Full l�%7) • Fu11 view roof photos of the entire building • Note: Roofs with a horizontal dimension less than 48' are exempted from snow relenton Contact E -Mail: Applicant Information (fill in if different from contractor) Detailed Scope and Location of Work; llS)st.1 / IkId S Applicant Name: Applicant Phone: ' Applicant E -Mail: I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and stale 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 slrucdure according to the town's zoning and subdivision codes, design review ap- proved, International Building and Residential Codes and other rdinances fie Town applicabre thereto. Owner7OWer's Representative Signalure Required (typed or digital signature) Checking this box indicates yov are electronically signing this application and agree to the above statement. .o o In r-00 ± 5; 11 t. (use additional sheet if necessary) Valuation of Work Included Plans Included Work Eledricaf (Yes No ((Yes i`)No Building Yes ((_)No Varue of all work being performed: (value based on IBC Sedion 149.3 S IRC SecBm 100.3) Electrical Square Foolage Date Received: For Office Use Only- Project #: / I "[ • () 3) 0 Fee Paid: _ ( RecelJed From: Building Fennit # Cash Check # - o : `•, CC: Visa / PAC Last 4 CC 0 Aulh # Lot IIJj:: Blockf a Subdivlslom VY r-IL- l3 13-Jan 18 rowN of va� i�> JOINT PROPERTY OWNER WRITTEN APPROVAL LETTER The applicant must submit written joint property owner approval for applications affecting shared ownership properties such as duplex, condominium, and multi- tenant buildings. This form, or similar written correspondence, must be com- pleted by the adjoining duplex unit owner or the authorized agent of the home owner's association in the case of a con- dominium or multi- tenant building. All completed forms must be submitted with the applicants completed application. I, (print name) of property located at ) (, o S— L AL D /'! •• Rfrti approval of the plans dated A-13 a joint owner, or authority of the association, provide this letter as written which have been submitted to the Town of Vail Community Development Department for the proposed improvements to be completed at the address not- ed above. I understand that the proposed improvements include: c s K r, I understand that modifications may be made to the plans over the course of the review process to ensure compliance with the Town's applicable codes and regulations; and that it is the sole responsibility of the applicant to keep the joint property owner apprised of any changes and ensure that the changes are acceptable and appropriate. Submittal of an application results in the applicant agreeing to this statement. Signature 5 Print Name / A -/ Date Town of Vasil 2� OFFICE COPY ... .......... .......... ... n � Vail E IEWED FOR Coop i C 01 ANANCE D �—_ ... i alcon , y g is 1 f• - (� ✓ N Balcony G (` fi. 0 U) n 77 East deck 03 Qj X N p = 70 _ p p fl N O' 0 0 o A 7CI n o -u U3 A a 77 c c m zr t Q o Y + S ` (� � N �" d Account Account: R009619 Location Owner Information Situs Address 002605 BALD Owner Name HILL, JAMES R. & MOUNTAIN RD #W ALEXANDRA N. Tax Area SC 103 - VAIL (TOWN) - In Care Of Name HILL SC 103 COMPANIES Parcel Number 2101- 034 -01 -029 Owner Address 8100 E Legal Summary Subdivision: MAPLEWOOD AVE STE 220 VAIL VILLAGE FILING 13 Block: GREENWOOD VILLAGE, CO 2 Lot: 12A WEST UNIT BK -0297 80111 -4806 PG -0137 01 -04 -80 R773489 QCD I 1 -0 1 -0 1 Transfers Sale Price $600,00 $475,000 $265,000 $293,200 Images • Photo • Sketch • GIs Sale Date 09/24/2002 05/30/1997 05101;1984 04/27/1983 Page 1 of 1 Assessment History Actual (2014) $1,243,440 Primary Taxable $98,970 Tax Area: SC103 Mill Levy: 46.2540 Type Actual Assessed Acres SQFT Units Improvements $938,000 $74,660 0.000 3310.000 0.000 Land $305,440 $24,310 0.273 0.000 0.000 Reception Number 810379 Book Page B: 038511:0211 B: 035811: 0973 http: / /property.eaglecounty.us/ assessor / taxweb /account.jsp ?accountNum= R009619 06/25/2014 4M.4"00 VERSIGARD EPDM Code Approval Guide Underwriters Laboratories FM Approvals January 2013 Versico P. O. Box 1289, Carlisle, PA 17013 -0925 Phone 800 - 992 -7663 www.Versico.com VERSIc0 ROOFING SYSTEMS VERSICO ROOFING SYSTEMS CODE APPROVAL GUIDE January 2013 INTRODUCTION This Code Approval Guide addresses both general information pertaining to Underwriters Laboratories (UL) and FM Approvals test criteria as well as specific UL and FM code approvals achieved with Versico's VersiGard Design "A" Adhered, Design `B" Ballasted and Mechanically- Fastened EPDM Roofing Systems. Various independent test laboratory results along with national building code approvals are also identified in this guide. Code approvals available with Versico's VersiFleece®, Hot Mopped, VersiFlexTM and VersiWeld® Roofing Systems are identified in separately published Code Approval Guides. Code ratings are categorized by roof system type (Adhered, Ballasted, Mechanically- Fastened) and are separated into 2 sections; UL Approvals and FM Approvals. Underwriters Laboratories rated roof assemblies are grouped according to deck type (non - combustible or combustible) and are further categorized by the severity of fire exposure (Class A, B or Q. FM Approvals assemblies are categorized according to deck type and the specific type of construction (new, tear -off or retrofit). These ratings can also be found at the FM Approvals web site using RoofNAV (free subscription) at http: / /roofnay.fmglobal .com/roofnav /login.aspx. The listed assemblies contained in this guide are grouped generically based on deck classification. Specific substrate requirements for each Versico Roofing System can be identified in the respective Versico Specifications. In the UL and FM Approvals throughout this guide, when multiple layers of insulation are referenced, the product listed first identifies the insulation directly below the membrane. For example; a listing of Recovery Board/Polyisocyanurate indicates the Recovery Board is installed directly under the membrane. A listing of Gypsum Board/Polystyrene indicates the Gypsum Board is installed directly under the membrane. The Table of Contents on the following page identifies the sections contained in this publication. om. VERSICO ROOFING SYSTEMS Code Approval Guide January 2013 Table of Contents Page General Guidelines for UL and FM Code Compliance ............................................................................ ..............................2 UL and FM Code Approvals: VersiGardNersiGard White Design "A" Adhered Roofing Systems: VersiGard Metal Retrofit Roofing Systems: ULand FM Approvals .................................................................................................................... .............................26 National Building Code & Dade County Florida Approvals UL Class A Approvals ................................................................................................................ ............................... ULClass B Approvals ..................................................................................................................... ..............................4 ULClass C Approvals ..................................................................................................................... ..............................4 ULExisting Rating to remain .......................................................................................................... ..............................4 FM 1A -90 Insulation Mechanically Attached ................................................................................ ............................... 5 FM 1A -150 Insulation Mechanically Attached ............................................................................... ..............................5 FM 1A -225 Insulation Mechanically Attached ............................................................................... ..............................5 FM 1A -90 Cover Board Mechanically Attached ............................................................................. ..............................6 FM 1A -465 Insulation or Cover Board /Insulation DASH/FAST Adhesive adhered to Structural Conc ....................... 7 FM 1A -375 OSB Composite DASH/FAST Adhesive adhered to Structural Concrete .................. ............................... 7 FM 1A -90 Insulation Attachment to Poured Gypsum with FAST 100 LV Adhesive (Full Coverage) ......................... 7 FM 1A -465 725 TR with Insulation DASH/FAST Adhesive adhered to Structural Concrete ....... ............................... 8 FM 1A -150 Insulation DASH/FAST Adhesive adhered to Tectum Deck ....................................... ..............................8 FM 1A -90 Base layer of insulation fastened; Top layer of Insulation adhered with DASH/FAST Adhesive ............... 8 FM Ratings with "Extruded" DASH/FAST Adhesive for insulation attachment ........................... ..............................9 FM 1A -300 Hot Asphalt attached Insulation .................................................................................. .............................10 FM 1A -90 Base layer of insulation fastened; Top layer of Insulation adhered with Hot Asphalt .. .............................10 FM Ratings with One Step Insulation adhesive ............................................................................ ............................... l l FM Ratings with Olybond 500 BA Insulation adhesive ............................................................... ..........................12 -13 FM Ratings for Membranes installed directly on cellular lightweight insulating concrete deck .... .............................13 1 -165 Wind Uplift Equivalency Ratings (Over OSB) .................................................................... .............................14 VersiGard Design "B" Loose Laid Ballasted Roofing Systems: ULApprovals ............................................................................................................................... ............................... 15 FMCriteria ................................................................................................................................... ............................... 15 VersiGard Design "C" Loose Laid Protected Roofing Systems: ULApprovals ................................................................................................................................. .............................16 VersiGard Mechanically Fastened Roofing Systems: ULClass A Approvals .................................................................................................................... .............................17 ULClass B Approvals .................................................................................................................... .............................18 ULClass C Approvals .................................................................................................................... .............................19 ULExisting Rating to remain ......................................................................................................... .............................19 FM Ratings with Mechanically Fastened membrane and Plates ................................................... ............................... 20 FM Ratings with Mechanically Fastened membrane and Bars ....................................................... .............................21 FM Fire Ratings with Mechanically Fastened membranes ............................................................. .............................22 1 -120 Wind Uplift Equivalency Ratings ........................................................................................ .............................23 ANSI -SPRI 4474Approvals with Mechanically Fastened membrane and Plates ........................... .............................24 ANSI -SPRI 4474 Approvals with Mechanically Fastened membrane an VERSICO VersiGard EPDM Codes — January 2013 Page 1 ROOFING SYSTEMS dBars ............................ .............................25 VERSICO VersiGard EPDM Codes — January 2013 Page 1 ROOFING SYSTEMS General Guidelines for Underwriters Laboratories and FM Approvals Code Compliance These guidelines are intended to focus on the essential criteria to be followed when an Underwriters Laboratories (UL) and/or FM Approvals (FM) approved assembly is specified. Generally, the Versico published specifications reflect the minimum requirements necessary to obtain the applicable Versico warranty. Code requirements are not specifically covered in the Versico specifications and are considered to be above and beyond the provisions of the Versico warranty. Individuals specifying an approved assembly or selecting various products to achieve a specific UL/FM rating must recognize the importance of ensuring proper component selection to fully comply with the most current listings published. All materials used in the roofing system must be UL and /or FM approved and must have been tested together as part of a complete roofing assembly. In addition to the code approval listings in this guide, information pertaining to approved assemblies can also be referenced in the following directories: 1. Underwriters Laboratories On -Line Certifications Directory (ut:com) 2. FMApprovals Roof/Vav website (roofnay.com). FM RoofNav assembly numbers can be obtained from this website. Underwriters Laboratories, FM Approvals and ANSI/SPRI WD -1 Clarifications/Enhancements: A. Underwriters Laboratories 1. The criteria required to obtain UL external fire ratings (Class A, B or C) can be identified in this guide or can be searched for on the UL website using the UL category code TGFU. UL ratings approved for use on combustible decks are also acceptable on non- combustible decks. 2. For UL internal fire ratings (hourly constructions - P Numbers), search the UL website using the UL category code BXUV. B. FM Approvals Uplift ratings listed in this guide are for the field of the roof. Additional requirements /enhancements are required by FM in the perimeter and comer areas, for deck securement and for perimeter nailer /edge attachment. Refer to FM Property Loss Prevention Data Sheets 1- 28,1 -29 and 1 -49 for specific requirements. On FM insured projects, the local FM insuring agent MUST review and approve the proposed roofing assembly prior to installation. When FM is not the insuring entity for the building, use the Approved American National Standard ANSI/SPRI WD -1 for design purposes Note: All Versico Roof Systems referenced within this document meet Class 1 construction and Severe Hail (SH) ratings. C. APPROVED AMERICAN NATIONAL STANDARD ANSI/SPRI WD -1 The ANSI/SPRI Wind Design Standard Practice for Roofing Assemblies should be referenced when a project is not FM insured. This document was developed as a consensus National Standard and provides a methodology for designing for wind uplift resistances of roofing system assemblies. Insulation fastening patterns are included in this document. The fastening patterns are approved for use by Versico. SUMMARY Due to complexity of the code documents and the variety of information that must be reviewed, it is important to consult with Versico and other respective manufacturers concerning the most current available approvals. • Prior to project bid - Products specified by the architect must be thoroughly investigated to determine if the specified rating can be achieved and local building codes must be consulted regarding any additional requirements. • Prior to installation - Project managers should review the code requirements with field construction personnel to ensure compliance with project requirements. Upon completion of the roofing installation, each project is inspected by a Versico Technical Representative to ensure compliance with Versico's current specification requirements for the issuance of the applicable warranty. However, this inspection is not for the purpose of verifying code compliance. %M0 VERSICO VersiGard EPDM Codes — January 2013 Page 2 ROOFING SYSTEMS Underwriters Laboratories Approvals Desien "A" Adhered RoofinE Svstems * - Maximum slope with Securock is 3" per foot on combustible deck. When used on non- combustible deck, the slope is unlimited. Notes: (1) The specified membrane maybe coated with EM -8 Hypalon® Coating in accordance with Versico's Specifications. The deck slope is limited to a 3 -1/2" maximum or the maximum slope specified for construction without coating, whichever is less. (2) The specified membrane may be coated with a maximum of two coats of Versico Acrylic Coating applied at the rate of 1 -1/2 gal /sq /coat and maintain the slope ofthe uncoated assembly. (3) Insulation may be mechanically fastened, attached with DASH/FAST Adhesive, Type III or IV hot asphalt or UL approved cold adhesive. (4) 7/16" thick non - veneer, APA rated oriented strand board (OSB) may be substituted for Versico Recovery Board in all listed assemblies. The fastening pattern for the OSB must conform with Versico Detail A -27.4. (5) Minimum 1/2" thick gypsum board can be a classified or unclassified material with a minimum weight of 1.84 pounds per square foot. 1/4" thick Georgia Pacific DensDeck, Sound Deadening Board (minimum weight of 1.09 pounds per sq. ft.) or 2- layers of Versico FR Base Sheet 1S(max. slope cannot exceed 1/2 ") may be substituted for 1/2" thick gypsum board beneath the insulation. On Retrofit/No Tear -off projects, where the existing roof is Class A rated, the gypsum board can be eliminated: Existing roofs that are Class B or C rated require use of gypsum board to achieve a Class A rating, otherwise, the roofing system will retain the existing UL rating. (6) Assembly only permitted on non - combustible decks. (7) Min. Class C rated type III or IV Smooth Asphalt BUR, Modified Bitumen or Mineral Surfaced Cap Sheet to remain. (8) Insulation joints (bottom layer) must be staggered a minimum of 6 inches from joints in wood deck. (9) Combustible Deck ratings can be used on non - combustible decks. VVIA VERSIC(D VersiGard EPDM Codes — January 2013 Page 3 ROOFING SYSTEMS "A" UL Class ....,.. w VersiGard Deck Type Insulation (3)(4) (UL Classified) Insulation Thickness Bonding Adhesive NR FR .045 ", 060" or VersiGard Reinforced VersiGard R Reinforced VersiGard White .060" .090" Non - Combustible Versico Recur cry Board, SecurShield and Combustible ( For combustible decks, HD, or SecurShield HD Plus over: Polyiso 1/2" Min./ Any G200SA / Low VOC 1" 1" 2 -1/2" 1 -12" gypsum board must be installed beneath insulation listed 5 )O Insulfoam I or VIII (6) Aqua Base 120 Versico Polyiso MP -H/ Insulfoam [ or VII 1�� /Any G200SA / Low VOC I/2" 1 /�" 314" L' " Aqua Base 120 OSB or OSB/Polyiso 7/16 " / Any G200SA / Low VOC 2 -112" 2 -1/2" OSB/Insulfoam I or VIII 7/16 " / An G200SA / Low VOC 1 1 2" 1" Versico Polyiso MP -H, SecurShield Any G200SA /Low VOC 12" 1/2" 3: 3" 12" Aqua 20 Base 1 Non - Combustible Existing Roof to remain None N/A G200SA / Low VOC 1/2" 1/2" 1/2" 1/2" (7) New Construction: Approved Cellular G200SA / Low VOC Any 1" 4" 1 -1/2" Concrete, Poured Structural Concrete N/A Pre -Cast Concrete with Aqua Base 120 V 1" 2 -1/2" 12" Grouted Joints Combustible (8)(9) G200SA / Low VOC Versico SecurShield 3" Min 1/2" 3!4" L?" Aqua Base 120 Versico polyisocyanurate SecurShield or SecurShield HD 3" Min. G200SA / Low VOC Composite 1/2" 1/2" 1/2" 1/2" Over 1 layer FR Base Sheet IS 1.9" Min. / 1 layer Aqua Base 120 Versico SecurShield HD EPS CornComposite Po 4.5" Min. G200SA /Low VOC I/2" 1/2" 1/2" 1/2" Aqua Base 120 Versico SecurShield HD or HD Plus Polyisocyanurate Over 1/2" Min./ 2.5" Min. 1/2" Min. / 1.4" G200SA /Low VOC 1/2" 1/2" 1/2" 1/2" 1 layer FR Base Sheet IS Min. / I layer Aqua Base 120 Versico SecurShield HD or HD Plus / Insulfoam I or VIII l/2 " Min / 4" Min. G200SA / Low VOC I/2" I /2" 1/2" l 2" Aqua Base 120 Versico SecurShield CD 1" Min. G200SA / Low VOC Over Insulfoam I or VIII V Min. / 3.5" Min. 1/2" 12" 1/2" 12" Aqua Base 120 Polyiso listed above over 2- layers Versico FR Base Sheet IS Any/ 2- layers G200SA / Low VOC 1/2" 12" 3/4" 12" Aqua Base 120 Versico Dens -Deck Prime 1/4" Min. G200SA / Low VOC An 4" 1 -1/2" Aqua Base 120 2" 3" 1" Versico Dens -Deck Prime or Securock / Polyiso iso 1/4" Min. / Any G200SA / Low VOC Any* 4 "* 1 -12" 3" Aqua Base 120 2" 3" 1" Versico Dens -Deck Prime or 1/4" Min./ G200SA / Low VOC Any* 4 "* 1 Aqua Base 120 2" 3" Securock / Insulfoam I or VIII An Y * - Maximum slope with Securock is 3" per foot on combustible deck. When used on non- combustible deck, the slope is unlimited. Notes: (1) The specified membrane maybe coated with EM -8 Hypalon® Coating in accordance with Versico's Specifications. The deck slope is limited to a 3 -1/2" maximum or the maximum slope specified for construction without coating, whichever is less. (2) The specified membrane may be coated with a maximum of two coats of Versico Acrylic Coating applied at the rate of 1 -1/2 gal /sq /coat and maintain the slope ofthe uncoated assembly. (3) Insulation may be mechanically fastened, attached with DASH/FAST Adhesive, Type III or IV hot asphalt or UL approved cold adhesive. (4) 7/16" thick non - veneer, APA rated oriented strand board (OSB) may be substituted for Versico Recovery Board in all listed assemblies. The fastening pattern for the OSB must conform with Versico Detail A -27.4. (5) Minimum 1/2" thick gypsum board can be a classified or unclassified material with a minimum weight of 1.84 pounds per square foot. 1/4" thick Georgia Pacific DensDeck, Sound Deadening Board (minimum weight of 1.09 pounds per sq. ft.) or 2- layers of Versico FR Base Sheet 1S(max. slope cannot exceed 1/2 ") may be substituted for 1/2" thick gypsum board beneath the insulation. On Retrofit/No Tear -off projects, where the existing roof is Class A rated, the gypsum board can be eliminated: Existing roofs that are Class B or C rated require use of gypsum board to achieve a Class A rating, otherwise, the roofing system will retain the existing UL rating. (6) Assembly only permitted on non - combustible decks. (7) Min. Class C rated type III or IV Smooth Asphalt BUR, Modified Bitumen or Mineral Surfaced Cap Sheet to remain. (8) Insulation joints (bottom layer) must be staggered a minimum of 6 inches from joints in wood deck. (9) Combustible Deck ratings can be used on non - combustible decks. VVIA VERSIC(D VersiGard EPDM Codes — January 2013 Page 3 ROOFING SYSTEMS Underwriters Laboratories Approvals Design "A" Adhered Roofing Systems _e..,.. JEF�"-aximumnilopel em rave e FR VersiGard VersiGard VersiGard Deck Type Insulation (3)(4)(5) Insulation Bonding Thickness Thickness Adhesive .045",. 060 Reinforced Reinforced White .060" Combustible - Minimum Class or .090" N/A F12 1/2" Combustible Polyiso listed on previous Any/Base Modified Bitumen to remain pageNersico FR Base Sheet IS Sheet Versico SecurShield or SecurShield HD Composite 1.9" Min. Versico SecurShield HD or HD Min. 1/2" / Plus / Polyiso Min. 1.4" Versico SecurShield CD / 1" Min. / Insulfoam I or VIII Any Versico Recovery Board, 1/2" Min./ SecurShield HD or SecurShield 1 Min./ G200SA / 1;,,. 1 2" 1/2" I/2" HD Plus / Polyiso / Versico FR Low VOC Base Sheet Base Sheet IS Versico Recovery Board, 1" Min./ SecurShield HD or SecurShield HD Plus / Versico FR Base Base Sheet Sheet 1S Versico SecurShield 1.9" Min. Over 1.9" Min. / SecurShield HD Composite Maximum Slope/.N embrane "fy pe (1)(2) FR VersiGard VersiGard Deck Type Insulation (3)(4)(5) Insulation Bonding Thickness Adhesive .045 „ , .060 „ Reinforced Reinforced VersiGard or .090” FR White .060" Combustible Versico Recovery Board, SecurShield HD or SecurShield 1/2" Min. HD Plus Versico Recovery Board, 1/2" Min. / SecurShield HD or SecurShield Any G200SA / HD Plus / Polyiso Low VOC Unlimited Unlimited Unlimited Unlimited 1/2" Min. / Versico / Polyiso Any Versico Polyiso MP -H, Any SecurShield Notes: (1) The specified membrane may be coated with EM -8 Hypalon® Coating in accordance with Versico's Specifications. (2) The specified membrane may be coated with a maximum of two coats of Versico Acrylic Coating applied at the rate of 1 -1/2 gal/sq /coat and maintain the slope of the uncoated assembly. (3) Insulation may be mechanically fastened, attached with DASH/FAST Adhesive, Type III or IV hot asphalt or UL approved cold adhesive. (4) 7/16" thick non - veneer, APA rated oriented strand board (OSB) may be substituted for Versico Recovery Board in all listed assemblies. The fastening pattern for the OSB must conform to Versico Detail A -27.4 (5) Insulation joints (bottom la er ) are to be staggered a minimum of 6" from joints in the wood deck. VE RSICO VersiGard EPDM Codes — January 2013 Page 4 ROOFING SYSTEMS Maximum Slope Insulation Bonding FR .045 ", .060" or Deck Type Insulation Thickness Adhesive .090" and VersiGard White Membrane Combustible - Minimum Class "C" rated Type III or IV Smooth None N/A G200SA / Low VOC 1/2" Asphalt BUR, Mineral Cap or Modified Bitumen to remain VE RSICO VersiGard EPDM Codes — January 2013 Page 4 ROOFING SYSTEMS Underwriters Laboratories Approvals Design "B" Loose Laid Ballasted Roofing System (1)(2) Membrane Type: .045" or .060" thick Non - Reinforced EPDM Membrane .060" or .075" thick VersiGard Reinforced EPDM Membrane _,r_ ' (Classified) I Thickness I Slope Non - Combustible and Combustible I Any UL Classified Insulation Any 2" New Construction: I None or HP Protective Mat (Refer to Versico I N/A I 2" Approved Lightweight Insulating Concrete Specifications for requirements) Notes: (1) Ballast to be nominal 1 -1/2" diameter, river washed stone at a minimum 10 pounds per square foot. Individual concrete pavers (minimum 18 pounds per square foot) or approved lightweight interlocking pavers (minimum 10 pounds per square foot) may also be used. 1/8" maximum spacing between pavers is permitted. (2) Versico HP Protective Mat may be used between the ballast and the membrane without altering the rating. FM Approvals Research Calorimeter Tests for the Design "B" Ballasted Roofing System All constructions listed in the FM Approvals (FM) Approval Guide are Class 1 A, B or C fire rated and minimum Class 60 uplift rated. Because of the nature of the uplift testing (pressurizing the underside of the deck to minimum 60 pounds per square foot), ballasted systems cannot be tested. If the ballasted system was tested, it would only require approximately 10 -15 pounds per square foot of uplift pressure before movement of the stone and membrane would occur. In reality, ballasted systems are capable of resisting much higher wind forces. Although ballasted systems are not formally FM approved, FM Approvals conducted research fire tests on Versico's VersiGard Design "B" Ballasted Roofing System. Two (2) test panels were constructed which consisted of a 22 gauge steel deck, 5/8" thick Type X core gypsum board, 0.0015" aluminum vapor retarder and 4 -1/4" Versico EPS insulation. The following results were obtained. Maximum Average Rate of Fuel Contribution (Btu /Square Feet/Minutes) for various intervals of time * The fuel contribution rates developed for Test Panel No. 2 were equivalent to Test Panel No. 1 The conclusion of the research report was that the Ballasted System panels had met the fire hazard requirement for Class 1 insulated steel deck roof construction. Additionally, FM Approvals has published Loss Prevention Data Sheet 1 -29, Above Deck Roof components that outlines general guidelines for ballast criteria depending on project conditions (building height, parapet height, location, etc.). According to this bulletin, FM Approvals' loss experience has been very favorable for single -ply Ballasted Roofing Systems when designed in accordance with this published criteria. Although FM does not formally approve Ballasted Systems, job-by-job acceptance can be obtained when FM Approvals is the insurance underwriter by contacting the local FM office for requirements. VERSICO VersiGardEPDMCodes — January 2013 Page 15 ROOFING SYSTEMS 3 Minutes 5 Minutes 10 Minutes Average FM Class 1 Standard 385 365 340 270 Allowable Deviation +25 +25 20 +15 Test Panel No. 2 * 124 103 88 31 * The fuel contribution rates developed for Test Panel No. 2 were equivalent to Test Panel No. 1 The conclusion of the research report was that the Ballasted System panels had met the fire hazard requirement for Class 1 insulated steel deck roof construction. Additionally, FM Approvals has published Loss Prevention Data Sheet 1 -29, Above Deck Roof components that outlines general guidelines for ballast criteria depending on project conditions (building height, parapet height, location, etc.). According to this bulletin, FM Approvals' loss experience has been very favorable for single -ply Ballasted Roofing Systems when designed in accordance with this published criteria. Although FM does not formally approve Ballasted Systems, job-by-job acceptance can be obtained when FM Approvals is the insurance underwriter by contacting the local FM office for requirements. VERSICO VersiGardEPDMCodes — January 2013 Page 15 ROOFING SYSTEMS Underwriters Laboratories Approvals Design "C" Loose Laid Protected Roofing System (1)(2) Membrane Type: .045" or .060" thick Non - Reinforced EPDM Membrane .060" or .079' thick VersiGard Reinforced EPDM Membrane Notes: (1) Ballast to be nominal 1 -1/2" diameter, river washed stone at a minimum 10 pounds per square foot. Individual concrete pavers (minimum 18 pounds per square foot) or approved lightweight interlocking pavers (minimum 10 pounds per square foot) may also be used. 1/8" maximum spacing between pavers is permitted. (2) Versico HP Protective Mat must be used between the ballast and the extruded polystyrene insulation. (3) Insulation products listed are for use above the EPDM membrane. One layer of any UL classified insulation may be added below the membrane without altering the rating. AM ,. VERSlCO VersiGard EPDM Codes — January 2013 Page 16 ROOFING SYSTEMS Underwriters Laboratories Approvals VersiGard Reinforced Mechanically - Fastened Roofing System Membrane Type: .045, .060 or .075" inch thick VersiGard Reinforced or VersiGard Reinforced FR EPDM Membrane (1)(2) Notes: (1) The specified membrane may be coated with EM -8 Hypalon Coating in accordance with Versico's Specifications. (2) The specified membrane may be coated with a maximum of two coats of Versico Acrylic Coating applied at the rate of 1 -1/2 gal/sq /coat and maintain the slope of the uncoated assembly (3) Minimum 1/2" thick gypsum board can be a classified or unclassified material with a minimum weight of 1.84 pounds per square foot. 1/4" thick Georgia Pacific DensDeck, Sound Deadening Board with a minimum weight of 1.09 pounds per square foot may be substituted for 1/2" thick gypsum board (not for use directly over existing roofing membrane). On RerooVNo Tear -off projects, where the existing roof is UL Class A rated, the gypsum board may be eliminated. Existing roofs that are Class B or C rated will require the use of gypsum board to achieve a Class A rating, otherwise, the new roofing system will retain the existing UL rating. (4) Assembly not permitted on combustible decks, even with gypsum board underneath. (5) Insulation joints (bottom layer) must be staggered a minimum of 6 inches from joints in wood deck. (6) Combustible deck ratings may be used on non - combustible decks. QWA0 VERSICCG VersiGard EPDM Codes —January 2013 Page 17 ROOFING SYSTEMS Maximum Slope VersiGard VersiGard Deck Type Insulation Insulation Reinforced Reinforced FR Non - Combustible Versico Recovery Board, SecurShield HD or 1/2 " -3" 1" 2 -1/2" And Combustible SecurShield HD Plus (For combustible decks, Versico Recovery Board, SecurShield HD or gypsum board must be SecurShield HD Plus/Polyisoc anurate 1/2" Min. /Any 1" 2 -1/2" installed beneath the Versico Recovery Board, SecurShield HD or insulations listed 3 ) O SecurShield HD Plus /Insulfoam I or VIII(4) 1/2" Min. /Any I" 1" Versico Polyiso MP -H, SecurShield Any 1/2" 3/4" Versico Pol iso MP -H / Insulfoam I or Vlll (4) l" / Any 1/2" 3/4" Tenneco PB -6 over min. Class C Type III or IV Min. 3/8" N/A 1" Asphalt BUR or Ca Sheet New Construction: Lightweight Insulating None N/A 3/4" 41' Concrete or Gypsum (Grouted Joints) Combustible (6) Versico SecurShield (5) Over 3" Min. 1 Insulfoam I or VIII Versico Poly isocyanurate SecurShield or 3" Min. SecurShield HD Composite Over 1.9" Min. / I layer 1 layer FR Base Sheet 1S Versico SecurShield HD or HD Plus / Insulfoam 1 1/2" Min. / 4" Min. or VIII Versico SecurShield HD EPS Composite 4.5" Min. Versico SecurShield HD or HD Plus / 1/2" Min./ 1.4" Polyisocyanurate Min. Over 1/2" 1/2" 1 layer FR Base Sheet 1 S Min./ Min. layer Mn. / 1 la er Versico SecurShield CD 1" Min. Over Insulfoam I or VIII 1" Min. / 3.5" Min. Two layers of Versico FR Base Sheet IS 2 layers 112" 3/4" Poly isocy anurate listed above over 2- layers FR Any /2- layers 1/2" 3/4" Base Sheet 1S Gypsum Board (3) 1/2" Min. 3" 4" Gypsum Board/Polyisocyanurate (3) 1/2" Min. /Any 3" 4" Gypsum Board/Insulfoam I or VIII (3) 1/2" Min. /An 3" 4" Notes: (1) The specified membrane may be coated with EM -8 Hypalon Coating in accordance with Versico's Specifications. (2) The specified membrane may be coated with a maximum of two coats of Versico Acrylic Coating applied at the rate of 1 -1/2 gal/sq /coat and maintain the slope of the uncoated assembly (3) Minimum 1/2" thick gypsum board can be a classified or unclassified material with a minimum weight of 1.84 pounds per square foot. 1/4" thick Georgia Pacific DensDeck, Sound Deadening Board with a minimum weight of 1.09 pounds per square foot may be substituted for 1/2" thick gypsum board (not for use directly over existing roofing membrane). On RerooVNo Tear -off projects, where the existing roof is UL Class A rated, the gypsum board may be eliminated. Existing roofs that are Class B or C rated will require the use of gypsum board to achieve a Class A rating, otherwise, the new roofing system will retain the existing UL rating. (4) Assembly not permitted on combustible decks, even with gypsum board underneath. (5) Insulation joints (bottom layer) must be staggered a minimum of 6 inches from joints in wood deck. (6) Combustible deck ratings may be used on non - combustible decks. QWA0 VERSICCG VersiGard EPDM Codes —January 2013 Page 17 ROOFING SYSTEMS Underwriters Laboratories Approvals VersiGard Reinforced Mechanically- Fastened Roofing System Membrane Type: .045 ", .060" or .075" thick VersiGard Reinforced or VersiGard Reinforced FR EPDM Membrane (1)(2) Notes: (1) The specified membrane may be coated with EM -8 Hypalon Coating in accordance with Versico's Specifications. (2) The specified membrane may be coated with a maximum oftwo coats of Versico Acrylic Coating applied at the rate of 1 -1/2 gal /sq /coat and maintain the slope of the uncoated assembly. (3) Minimum 1/2" thick gypsum wallboard can be a classified or unclassified material with a minimum weight of 1.84 pounds per square foot. 1/4" thick Georgia Pacific DensDeck or Sound Deadening Board with a minimum weight of 1.09 pounds per square foot may be substituted for 1/2" thick gypsum wallboard (not for use directly over existing roofing membrane). On Retrofit/No Tear -off projects, where the existing roof is Class B or C rated, the gypsum board may be eliminated and the new roofing system will retain the existing UL rating or achieve the new system rating, whichever is less (i.e., existing Class B roof is overlaid with new Class B system - resultant rating will be Class B without the requirement for gypsum board; existing Class C roof is overlaid with new Class B system - resultant rating will be Class C without the requirement for gypsum board). (4) Insulation joints (bottom layer) must be staggered a minimum of 6 inches from joints in wood deck. V E RSI CCG VersiGard EPDM Codes — January 2013 Page 18 ROOFING SYSTEMS 1Vfaximum` VersiGard VersiGard Deck Type Insulation Insulation (UL Classified) Reinforced Reinforced FR Combustible Polyisocyanurate listed on previous pageNersico FR Any/Base Sheet 1/27' 1/2" Base Sheet 1S Versico Polyiso SecurShield or SecurShield HD 1,9" Min. 1/2" 1/2" Composite Versico Recovery Board, SecurShield HD or 1/2" Min. /1" Min/ 3/4" V SecurShield HD Plus/Polyisocyanurate/FR Base Sheet 1S Base Sheet Versico Recovery Board, SecurShield HD or 1"/ Base Sheet 3/4" 1" SecurShield HD Plus/FR Base Sheet 1S Versico SecurShield (4) Over 1.9" Min. SecurShield HD Composite Versico SecurShield CD / Insulfoam I or VIII V Min. / Any 1/2" 1/2" 1/2" Min. / 1.4" Versico Securshield HD or HD Plus / Pol iso Min. Inverted G3 Cap Sheet Base Sheet Non - Combustible and Combustible New wood deck construction or over Versico SecurShield 1.9" Min. 1/2" 1/2" minimum Class `B" smooth surfaced BUR Maximum Slope Insulation Insulation Deck Type (UL Classified) Thickness VersiGard VersiGard Reinforced Reinforced FR Non - Combustible and Combustible Versico Recovery Board, SecurShield (For combustible decks, gypsum HD or SecurShield HD Plus 1/2 " -3" N/A 4" board must be installed beneath the insulations listed) (3) Versico Recovery Board, SecurShield HD or SecurShield HD Plus/ 1/2" Min. /Any N/A 4" Poly isocyanurate New Construction: Lightweight Insulating Concrete None N/A N/A 4" and Gypsum (grouted joints) Gypsum Board 1/2" N/A 4" Combustible Gypsum Board/Polyisocyanurate 1/2" /Any N/A 4" Notes: (1) The specified membrane may be coated with EM -8 Hypalon Coating in accordance with Versico's Specifications. (2) The specified membrane may be coated with a maximum oftwo coats of Versico Acrylic Coating applied at the rate of 1 -1/2 gal /sq /coat and maintain the slope of the uncoated assembly. (3) Minimum 1/2" thick gypsum wallboard can be a classified or unclassified material with a minimum weight of 1.84 pounds per square foot. 1/4" thick Georgia Pacific DensDeck or Sound Deadening Board with a minimum weight of 1.09 pounds per square foot may be substituted for 1/2" thick gypsum wallboard (not for use directly over existing roofing membrane). On Retrofit/No Tear -off projects, where the existing roof is Class B or C rated, the gypsum board may be eliminated and the new roofing system will retain the existing UL rating or achieve the new system rating, whichever is less (i.e., existing Class B roof is overlaid with new Class B system - resultant rating will be Class B without the requirement for gypsum board; existing Class C roof is overlaid with new Class B system - resultant rating will be Class C without the requirement for gypsum board). (4) Insulation joints (bottom layer) must be staggered a minimum of 6 inches from joints in wood deck. V E RSI CCG VersiGard EPDM Codes — January 2013 Page 18 ROOFING SYSTEMS VersiGard Reinforced Mechanically- Fastened Roofing Systems 1 -120 (120 psf) Wind Uplift Equivalency Ratings* Wind uplift testing has been completed in accordance with the FM Approvals 4470 Test Procedure which was witnessed and certified by Architectural Testing, Incorporated, an industry recognized Independent Testing Laboratory. Over a 22 gauge steel roof deck, the following results were obtained. (Performance Test Report is on file and available from Versico.) Membrane Requirements: Maximum 7 foot wide VersiGard Reinforced .060" thick EPDM membrane with Versico HPV Fasteners and 2" diameter Polymer Seam Plates spaced 6" on center. * 120 psf Uplift Resistance's (1 -120 Approval Equivalency on 12'X 24' Table) (1) Insulation 7Any Minimum Thickness Insulation Fastening Density a�pproved insulation Minimum Approved Thickness (2) 1 per 8 square feet Notes: 1. Testing conducted on minimum 22 gauge steel roof deck secured to the structural steel supports having a maximum span of 6' on center. The deck is fastened to the minimum 1/4" thick steel supports with ITW Buildex Traxx/5 fasteners spaced a maximum of 6" on center. Deck side laps are secured with Traxx/1 Fasteners spaced a maximum of 30" on center. 2. 1/2" thick Recovery Board cannot be installed as a single layer directly over wide rib (type B) or intermediate rib (type F) steel decks. For flute spanability criteria with Polyisocyanurate insulation, contact the respective insulation manufacturer. A formal FM Approvals (FM) Class 1 -120 rating is available using 10 -foot wide VersiGard Reinforced .075" EPDM membrane and HPV Fasteners/Polymer Plates. In addition, formal FM 1- 120,1 -135 and 1 -150 ratings are available when Sure -Tite Fasteners /ST Fastening Bars are used for membrane securement. Refer to page 21 for requirements. i..I VERSK: CQ VersiGard EPDM Codes — January 2013 Page 23 ROOFING SYSTEMS ANSI -SPRI 4474 Approvals VersiGard Reinforced Mechanically- Fastened Roofing System Membrane Type: .045",.060" or .075" Thick VersiGard Reinforced or VersiGard Reinforced FR EPDM Membrane Approved Deck Field Sheet Max. Fastener Required Versico Fastener Uplift Type Width Spacing Fastening Plates HPV Fasteners (wood); Wood or Structural 10' 6" o.c. Seam Fastening Concrete Plates CD -10 or MP 14 -10 (concrete) 1 -60 HPV Fasteners (wood); Grade E Steel or Structural Concrete 8 12" o.c. Polymer CD -10 or MP 14 -10 (concrete HPV Fasteners Steel (min. 22 (steeUwood); gauge), Wood or 10' 6" o.c. Polymer 1 -90 Structural Concrete CD -10 or MP 14 -10 (concrete) HPV Fasteners (steel); Grade E Steel or Structural Concrete 10' 6" o.c. Polymer CD -10 or MP 14 -10 1 -105 (concrete) 10' Steel (min. 22 6" o.c. Polymer HPV Fastener 1 -105 VersiGard gauge) Reinforced .075" only HPV Fasteners Steel (min. 22 (steel/wood); gauge) or Structural 8' 6" o.c. Polymer 1 -105 Concrete CD -10 or MP 14 -10 (concrete) 10' 6" o.c. HPV Fasteners (steel); 1 -120 Grade E Steel or Polymer CD -10 or MP 14 -10 VersiGard Structural Concrete Reinforced 12" o.c. 1 -60 .075" only (concrete) 2 -3/8" HPV -XL Steel (min. 22 10' 12" o.c. Polymer Seam HPV -XL Fastener 1 -75 gauge) Plate 10' 2 -3/8" HPV -XL Grade E Steel VersiGard 12" o.c. Polymer Seam HPV -XL Fastener 1 -90 Reinforced Plate .060" or .075" only Notes: (1) Refer to the following pages for insulation requirements, maximum roof slopes and acceptable roof construction types (new, Tear -off or retrofit). VERSICO VersiGard EPDM Codes — January 2013 Page 24 ROOFING SYSTEMS ANSI -SPRI 4474 Approvals VersiGard Reinforced Mechanically- Fastened Roofing System Membrane Type: .045",.060" or .079' Thick VersiGard Reinforced or VersiGard Reinforced FR EPDM Membrane Notes: (1) Refer to the following pages for insulation requirements, maximum roof slopes, approved insulation and acceptable roof construction types (new, Tear -off or retrofit). W1 ,, VERSICO VersiGard EPDM Codes — January 2013 Page 25 ROOFING SYSTEMS Uplift Rating (1) Grade E Steel (Min.22 Approved Deck Type Field Sheet Max. Fastener Versico Fastener With ST Fastening Bars Deck Type Width Spacing Steel Decks or Structural Concrete gauge) Decks \N ith Polymer Batten or 10' 12" o.c. 1 -90 1 -60 Metal Fastening Bars 10' 6" o.c. 1 -120 1 -105 Steel (type noted) or Sure -Tite Fasteners (steel Structural Concrete 10' 6" o.c. 1 -90 1 -90 decks); CD -10 or MP 14- 8' 12" o.c. 1 -105 1 -90 10 (Concrete Decks) 8' 6" o.c. 1 -120 1 -120 1 -120 decks); CD -10 or MP 14 -10 (Concrete Decks) Sure -Tite Fasteners Steel (18 gauge) or 10' 12" 1 -90 (Steel Decks) Structural Concrete CD -10 or MP 14 -10 (Concrete Decks) Notes: (1) Refer to the following pages for insulation requirements, maximum roof slopes, approved insulation and acceptable roof construction types (new, Tear -off or retrofit). W1 ,, VERSICO VersiGard EPDM Codes — January 2013 Page 25 ROOFING SYSTEMS Uplift Rating Grade E Approved Field Sheet Max. Fastener Versico HP -X Fastener Deck Type Width Spacing Steel Decks or Steel (Min.22 gauge) \N ith Polymer Batten or Structural Decks Metal Fastening Bars Concrete 10' 6" o.c. 1 -90 1 -90 Steel (type noted) or HP -X Fasteners (steel Structural Concrete 8' 6" o.c. 1 -120 1 -120 decks); CD -10 or MP 14 -10 (Concrete Decks) 8' 12" o.c. 1 -60 1 -60 Notes: (1) Refer to the following pages for insulation requirements, maximum roof slopes, approved insulation and acceptable roof construction types (new, Tear -off or retrofit). W1 ,, VERSICO VersiGard EPDM Codes — January 2013 Page 25 ROOFING SYSTEMS VERSIGARD METAL RETROFIT ROOFING SYSTEM UNDERWRITERS LABORATORIES (UL) APPROVALS The UL ratings achieved with the Metal Retrofit Roofing System are identical to the approvals listed for the VersiGard Reinforced Mechanically- Fastened Roofing System over non - combustible decks depending on the membrane selected (Standard Reinforced or FR Reinforced EPDM). These ratings are listed on pages 17 -19. FM APPROVALS As referenced in FM Approvals Loss Prevention Data Sheet 1 -31, the method of recovering an existing metal roof system with a single -ply mechanically fastened roofing system where the membrane is secured through the existing metal roof directly to the structural purlins is recognized as an appropriate recovery system when installed per the recommendations of FM. FM Approvals has accepted the securement of Versico's reinforced EPDM membrane with RTS (Reinforced Termination Strip) as an alternate to "in -seam fastening" as used in our VersiGard Reinforced Mechanically - Fastened Roofing System. As such, the wind uplift resistance of the VersiGard Metal Retrofit Roofing System will be equivalent to an FM 1 -90 system when structural purlins are spaced a maximum of 6 -1/2' on center and the RTS is secured with Versico HPV or Purlin Fasteners and Polymer Seam Plates a maximum of 6" on center into the purlins. For FM Class 60 wind uplift equivalency, the purlins could be spaced a maximum of 6 -1/2' on center with the RTS secured with Versico Fasteners and 2" diameter Polymer Seam Plates spaced a maximum of 12" on center into the purlins. As a standard FM Approvals requirement, additional membrane and insulation securement is necessary in the corner and /or perimeter areas as outlined in FM Loss Prevention Data Sheets 1 -28, 1 -29 and 1 -31. These bulletins should be reviewed in their entirety for specific requirements concerning insulation types, fastening enhancements and other items that may be necessary. VERSICO VersiGard EPDM Codes — January 2013 Page 26 ROOFING SYSTEMS NATIONAL, STATE & CITY BUILDING CODE APPROVALS Authority Approval Approved Systems Cementitious Wood Fiber Report ESR -1184 "B" ICC - International Code Council 06- 0403.03 6/28/2011 Gypsum Report ESR -1463 "A" and "W" SBCCI 06- 0403.04 "B" BOCA "B" 6/28/2011 These Code Bodies merged to form ICC as of March 2003 06- 0403.01 6/28/2011 "B" NES — National Evaluation Service, Inc. Refer to ICC approval "A" and "MF" «B„ 1CB0 "A" and "W" Metropolitan Dade County, Florida Building Code Compliance Product Control Notice of Acceptance Deck Type Acceptance No. Expires Cementitious Wood Fiber 06- 0331.03 6/28/2011 Concrete 06- 0403.03 6/28/2011 Gypsum 06- 0403.02 6/28/2011 Lightweight Concrete 06- 0403.04 6/28/2011 Steel 06- 0403.05 6/28/2011 Wood 06- 0403.01 6/28/2011 Recover 06- 0331.02 6/28/2011 Versico, a division of Carlisle Construction Materials Incorporated, P. O. Boa 1289, Carlisle, PA 17013 (800)4SYNTEC (800- 479 -6832) Versico and VersiGard, are Trademarks Versico Foamular and DuraPink are Trademarks of U. C. Industries, Inc. Hypalon is a Trademark of E. I. du Pont de Nemours & Company, Inc. DensDeck is a Trademark of Georgia - Pacific Styrofoam is a Trademark of Dow Chemical Company The contents of this issue represent the applicable information available at the time of publication. The contents of older issues are no longer accurate due to subsequent changes. 2013 Copyright Carlisle Construction Materials Incorporated VERSICO VersiGard EPDM Codes — January 2013 Page 27 ROOFING SYSTEMS