Loading...
HomeMy WebLinkAboutProduct Approval-Affidavit-Modified BitumenBuilding Permit # Planning & Development Services Department Building &Regulations Division DEC D !F2Q17 Product Review Affidavit PERMITTING St. Lucie County, FL Applicant: OIf1eS-i-10��0.1� CI(lQ�-' }mob try Cat.b\-.-A Owners Name Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows Mullions Fixed Glass f1 Block Glass - -- S �', I;IJ i CO i x 4 Skylights % EVE' I9 a D UY Sliding Glass Doors Il�ATI; ... S T BE ilr�t O TDB Swing Type Doors OR NO D SPECT ON iML BE MA DE - French Doors Garage Doors Hurricane Protection Roof Ventilation Roofing Material Q� 5 $S p ��.. ILOSk-I ` 'Z)MSe S1neA- ISel't--�idlr�r�w Revised 07/22/2014 C-Mrt0a'r 'Xa!� Q:� ' I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: Design Prof: Cert. No. f Signature: Date: seal Florida Building Code Online Page 1 of 2 BCIS Home i Log In User Registration Hot Topics i Submit Surcharge i Stats & Facts i Publications ! FBC Staff i BCIS Site Map Links j Search s oProduct:j Approval p USER: Public User -Ar db as R.axc:r+z�;.: Product Approval Menu > Product or Application Search > Application List > Application Detail �r FI-1654-R21 Application Type Revision' " f' Code Version Application Status Approved Comments Archived Product Manufacturer P41� USA Address/Phone/Email 150 Lyon Drive Fernley, NV 89408 (570) 384-1230 Ext 242 jakins@polyglass.com Authorized Signature James Akins jakins@polyglass.com Technical Representative Maury Alpert Address/Phone/Email 1111 W. Newport Center DriveDeerf_ (91 )1eld Beach, 429 8610 FL 33442 U MAIpert@polyglass.com N Quality Assurance Representative James Akins DEC 9 h 2017 Address/Phone/Email 555 Oakridge Road PERMITTING Humboldt Industrial Pkwy Hazleton, PA 18201 St. Lucie County, FL (800) 894-4563 jakins@polyglass.com Category Roofing — -- —? Subcategory Modlfled..Bitumen:_ fSystem•Y Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C �i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/06/2018 Validated By John W. Knezevich, PE L 1 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) I FL1654 R21 COI 2017 01 COI Nieminen.odf Standard Year ASTM D6162 2000 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 ASTM D6509 2009 FM 4470 1992 FM 4474 2004 https:Hiww .floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bn... 12/2/2017 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products UL 1897 Method 1 Option D 06/01/2017 06/08/2017 06/14/2017 08/08/2017 09/14/2017 2008 FL # Model, Number or Name Description 1654.1 Polyglass SBS and APP Modified Bitumen Roof SBS and APP modified bitumen roof systems Systems Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL1654 R21 11 2017 05 FINAL Al ER POLYGJASS MODBIT FL1654- R21.Ddf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Other: 1.) The design pressure in this Created by Independent Third Party: Yes Evaluation Reports application relates to one particular assembly FL1654 R21 AE 2017 05 FINAL ER POLYGLASS MODBIT FL1654- R21.Ddf over concrete deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Created by Independent Third Party: Yes Section 5 for other Limits of Use. Bach f7ext Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact $50.487.1395, -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: CiOdit COO https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bn... 12/2/2017 ERD Table Deck Application Type Description Page 1A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 18-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-9 1B-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 10-11 1C Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 11 1D Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 12-13 1E Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation,'Mech. Attached Base Sheet, Bonded Roof Cover 14-15 1F-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 16-18 1F-2 Wood New, Reroof (Tear -Off) or Recoyer._,_____E— — Non -Insulated, Mech._Attached Base Sheet (screws & plates), Bonded Roof _Co_v_e_r 19-21 'New or Reroof (Tear -Off) F — Non -Insulated, Bonded Roof Cover 21 '`2A- -- - Steel -or -Structural -concrete New,-Reroof"(Tear-Off) or Recover B Mech. Attached Base Insulati6-CBonded-Top-insulation; Bonded Roof Cover 22-24 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 25-28 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 29-31 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 32-39 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 39 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 40-41 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 42 4C LWIC New or Reroof (Tear -Off) E Non -insulated, Mech. Attached Base Sheet, Bonded Roof Cover 43-45 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 46 56 CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 47 5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 48 SD CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 48 5E CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 48 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 49-51 6B Gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 51 6C Gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 52 6D Gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 52 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 53-56 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 56 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: ➢ Wood: Minimum 0.75-inch penetration. ➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. ➢ Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanu rate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. Exterior Research and Design, LLC, d/b/a Trinity ) ERD Evaluation Report 139290.02.08-1119 for FL1654-R21 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 19: 05/30/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass USA, Inc.; (570) 384-1230 Appendix 1, Page 1 of 56 Q)_i11N1TY!1RD =r ::�:�'t. N ;•:t' i .i ��:, :s `r..r>' Y-. ,:: ,'t ; Ty.X {. `` � 1 NT'%\ i. :�t' y. f:."%.,•.Af <.} .:..'r �:. .: i•.. >.. 4- t. f.., N '!, .ai"SS F2.ri ...-Ill. > -i -{ 7 I l:! f.' s'f :- �r ;t • S. r ':1 i ? %u � ,s,�.� .. . , .t�.,...r.'i.. x. >-:� v x . r'e.� zT BL - F .:. s .ri' . _ .*,•:' � :sk-:.'.a. :.x. - - �. t Diu. t_,.s: a;Y - t.,.,,. � r �,. � N�.R QR:/rF�pp.iJRF iSRR�COVERz t s i '$ c ',xi ,a ,.,. .,,, . , :. a:�. ,, .+..� �.. x :_4'� •s, ) ::ri'.,-').' � >55 ..,, P•j�Yy ,,, )`" ay`�` .> :,.. ....vd :.,.. .. , '1 ;..._.. n �.,e -'.-`>s>Xstl Rl.. `�:'a\� yy Ft. !-. 5' L v A� �h.< � %'F � ��AGL 'F�`'�NI � �, .,.,::..�..un�.;..x�,�.�,�.r.�.�. .s_.ft.>�ss ..�M .. •�._� ..... r \��lsa � •; System Deck (Note 1) Base Sheet Roof Cover (Note 14) MDP No r, Type Fasten Attach Base Ply Cap (Psi SHI Ii ApH4nINt3 '' ',�'c,)% t k � 3 � 1r } v, {b. � .v+;t' �i" ..4' a � a• BASE PLY ! ; f Xs ti s. 4 y .. s,d i .4 s3 nt, 4 a 2. ; y v n as _ kM,.;..,:. .• W-136 Min. 19/32- Elastobase, Elastobase P Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast 414 12-inch o.c. in 4-inch lap and 12 inch o.c. in two SBS-SA, APP SA, SBS- Inch plywood (poly -film top) or Trufast 3" Metal Insulation Plate with Trufast HD (2), equally SBS-SA 52.5y spaced, staggered center rows TA, APP-TA W-137 Min. 19/32- Elastobase, Elastobase P Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast N14 12-inch o.c. in 4-inch lap and 12-inch o.c. in two inch plywood (poly -film top) or Trufast 3" Metal Insulation Plate with Trufast HD (2), equally spaced, staggered center rows Polyflex SA Base APP-TA 52.5' W-138 Min. 19/32- Elastobase, Elastobase P OMG Flat Bottom Plates (square) with Roofgrip 912 12-inch o.c. in 4-inch lap and 12-inch o.c. in two SBS-SA, APP-SA, SBS- inch plywood (poly -film top) (2), equally spaced, staggered center rows SBS-SA TA, APP-TA 60.0 W-139 Min. 19/32- Elastobase, Elastobase P OMG Flat Bottom Plates (square) with Roofgrip q12 12-Inch o.c. in 4-inch lap and 12-inch o.c. In two inch plywood (poly -film top) (2), equally spaced, staggered center rows Polyflex SA Base APP-TA -60.0 t. 'r t .�.i. t-: H. .a% �':.: 1' , -mot u,. r`ry 5:<�'� n 1y•�.. �;<' w .:,.7.' -;i,. . �, E ;� ;:�! Kp N 1+i1 Cl�fys'Tf�liCTl(SN oR R. Ell QE• Tk =k ��, :+ � � -.°ts �.2i 45�- ..a-- Y,:. ',-; &.�. �,. .:.. r,: �Xti-�'n..: Y i,,-. ". ; v ,n,.. ,,e. •'-. :'SA':.r .>.S''.- z. � ,i i. .f. '�5. ..71_., ..: ..t..it # ...•. ..^,Y -„, .,i; .., ; l (,, <- ... µ ,. x `o-° ��, i", c+ x f ,t t� � ` \cn "t >''�yy^>tt .. ,.»•:•: ... <..... .. .STX .. att .Y .�. > •...r ...f...!..A?.l .. ... ... . _.st�R. N., ». a: :.i{a+. �3:§JTY''.>:it+-4�°�,�.i �:, a., ....,;'. tah�r�.r.r. c, x�..t�.�,i��t' G <�h °�•. Aa,,.IF. System Deck (Note 1) Primer Roof Cover (Note 14) No. Joint Treatment Base Ply Ply Cap Ply MDP (psf) W-140 Min. 15/32- inch plywood None None SBS-SA (Optional) SBS-SA,SBS-SA, APP-SA, SBS- -90.0 TA, APP-TA TA, APP-TA Min. 15/32- W-141 inch plywood (Optional) PG100 None Polyflex SA Base (Optional) APP-TA APP-TA -90.0 W_-142 M� h 15/32- 'PG100 —-S 'Opoal) SBSSA-,SBS=1 (inchplwo_d� S8S=SA�pA�.PiP-SA SB —eF— 585 -Non _ - TA,.APPTA—-- ➢ TA,.APP-TA--�-- -- -- �v W-143 Min. 15/32- (Optional) PG100 Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled into Elastoflex SA V Base or (Optional) SBS-SA, SBS- SBS-SA, APP-SA, SBS- inch plywood p y place to create continuous bond. Elastoflex SA V FIR Base TA, APP-TA TA, APP-TA -97.5 Min. 15/32- W-144 Inch plywood WB-3000 None SBS-SA (Optional) SBS-SA, APP-SA, SBS- -105.0 TA, APP-TA W-145 Min. 15/32- (Optional) PG100 Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled into Elastoflex SA V Plus or (Optional) SBS-SA, SBS- SBS-SA, APP-SA, SBS- inch plywood place to create continuous bond. Elastoflex SA V Plus FR TA, APP-TA TA, APP-TA 135.0 W-146 Min. 15/32- (Optional) PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into inch plywood place to create continuous bond. Polyflex SA Base Y (Optional) APP-TA APP-TA -135.0 Exterior Research and Design, LLC. d/b/a Trinity)ERD Evaluation Report P9290.02.08-1119 for FL1654-R21 Certificate of Authorization U9503 FBC NON-HVHZ EVALUATION Revision 19: 05/30/2017 Prepared by: Robert Nleminen, PE-59166 Polyglass USA, Inc.; (570) 384-1230 Appendix 1, Page 21 of 56 \CID E v ERD 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Unless otherwise noted, insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ Hot asphalt (HA): Full coverage at 25-30lbs/square. ➢ Dow Insta-Stik Roofing Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. ➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. ➢ Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. ➢ OMG OlyBond 500 (OB500): Continuous 0,75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced. ➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square. ➢ ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. ➢ Note: When multiple loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board Joints shall be staggered. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 6. Unless otherwise noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table: ➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) ➢ Millennium PG-1 Pump Grade Adhesive (M-PG1): MDP -157.5 psf (Min. 0.5-inch thick) ➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) ➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+ GL) ➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II) ➢ ICP Adhesives & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 8. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance .with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD-1, FM Loss Prevention Data Sheet 1-29, RAS 117 and RAS 137. Assemblies marked with an asterisk` carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 9. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 10. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the ' minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 orTAS 105. 11. For existing substrates in a bonded recover installation, the existing roof system shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or TAS 124. 12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 13. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. For systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Evaluation Report P9290.02.08-1119 for FL1654-RZI Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 19: 05/30/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass USA, Inc.; (570) 384-1230 Appendix 1, Page 2 of 56