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PRODUCT APPROVAL MODIFIED BITUMEN ROOF SYSTEM
. BCIS Home 1 Log In i User Registration Hot Topics jj]j Product Approval ram: idrs USER: Public User Product ADoroval Menu > Product or Application Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 6124/18, 4:49 PM - DIV ?X :. .-131 emit Surcharge I Stats & Facts i Publications Contact Us ! BCIS Site Map Links i Search tin List > Application Detail L1654-R22 Revision 2017 � Approved _ Florida Engineer or Architect Name who developed _ the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) https://floridabuiIding.org/pr/pr-app_dti.aspx?param=wGEVXQwtDgvgqu2w%2b �,AEDenter Drive Deerfield Beach, FL 33442 (954) 233-1378 Ext242 alender@polyglass.com Ariel Lender alender@polyglass.com Maury Alpert 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912)429-8610 MAlpert@polyglass.com Ariel Lender 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954)233-1230 ALender@polyglass.com Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer =1 Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 10/06/2018 John W. Knezevich, PE W' Validation Checklist - Hardcopy Received FL1654R22_COI _2017_01 COI _Nieminen.pdf PY Pv2pw6pKxAhdKjvCZfSdk% F xn% f fr.A-1.31-dd Page 1 of 2 Florida Bui4in9Code Online ;gY n 6/24/18,:49 PM Equivalence of Product Standa Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Standard ASTM D6162 ASTM D6163 ASTM D6164 ASTM D6222 ASTM D6509 FM 4470 FM 4474 UL 1897 Method 1 Option D 09/14/2017 09/15/2017 09/22/2017 12/12/2017 Year 2008 2008 2011 2011 2009 2012 2011 2012 # AgqgNumber or Name Description 1654.1 Polyglass SBS and APP Modified Bitumen Rnoof Systejs w.r,,,;vs+ariacsm:>n SBS and APP modifiea iMen roof systems y Limits of Use I Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL1654 R22_II_2017 09_FINAL _A1_ER_POLYGLASS MODBIT FL1654- R22,pff Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/- 22.5 Other: 1.) The design pres;ure in this application Created by Independent Third Party: Yes Evaluation Reports relates to one particular assembly over concrete deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer tol ER, Section 5 for other FL1654 R22 AE_2017_U_FINAL ER POLYGLASS MODBIT FL1654- R22.pdf Created by Independent Third Party: Yes Limits of Use. back Next Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32392 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 I 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, co tact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. '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: https:/Ifloridabuilding.org/pr/pr_app_dtl.aspx?param wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhdKjvCZfSdk%2fxn%2fYWFx5rxA%3d%3d Page 2 of 2 . ff `J TRINIIYIE Table Deck Application Type Description Page lA Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 1B-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-9 18-2 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 i 1E Wood Woo New, Reroof (Tear -Off) or Recover • .New, eroof (Tear -Off) or Recover C D c . AUQ&1jjs I op Bonded, Roof Cover Prelim. Attached Insulation, Mech._Attached Base Sheet Bonded Roof Cove)14-15 12-13 ew or Reroof (Tear -Off) E on- nsulated, Mech. Attached Base Sheet (nails►, Bonded Roof Cover 16-18 1F-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 19-21 1G Wood 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 Insulation, Bonded 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 32-40 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 40 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 41 42- 4B LWIC New or Reroof (Tear -Off) 'A-2 Mech_Attached-Anchor-Sheet-Sande 3r n usus ati Bnoonded Roof Cover 43 4C LWIC New -or Reroof (Tear --Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 44-46 —SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 47 SB CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 48 5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 49 SD CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 49 5E CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 49 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 50-52 68 Gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 52 6C Gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 53 6D Gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 53 7A Various Recover A-1 Bonded Insulation; Bonded Roof Cover S4-SR 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 58, 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: i Wood: Minimum 0.75-Inch penetration. i 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 manufacturers 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, I.I.C. d/b/a Trinity( ERD Evaluation Report P9290,02,08-1120 for FL1654-R22 Certificate of Authorizatlon #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 1 of 58 fir TRINITY FRE) 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. S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, insulation adhesive application rates are as 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 25-30 Ibs/square. i Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. i Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-Inch wide ribbons, 12-inch o.c. i Millennium PG-1 Pump Grade Adhesive (M-PGl): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. i 0 GM 0 ony81 d 5-00 (08500). 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. i OlyBond Classic (OB Classic): Full coverage at 1 gal/square. i ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. i Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board joints shall be staggered. i N um edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. Unless otherwise noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisocyan u rate at the following thickness limitations may be substituted with the following Maximum Design Pres ure (MDP ntlUTts." in the tables; rather if MOP 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): MOP -157.5 psf (Min. 0.5-inch thick) i Millennium PG-1 Pump Grade Adhesive (M-PG1): MOP -157.5 psf (Min. 0.5-inch thick) i OMG OlyBond 500 (OB500): MOP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) i OMG OlyBond 500 (08500): MOP -187.5 psf (Min.0.5-inch thick ISO 95+GL) " i OMG OlyBond 500 (OB500): MOP -315.0 psf (Min.0.5-inch thick ENRGY 3) i OMG OlyBond S00 (OB500): MOP -487.5 psf (Min. 0.5-inch thick ACFoam II) i ICP Adhesives & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick) Bonded polyisocya nu rate insulation boards shall be maximum 4 x 4 9. For mechanically attached rQ n on,�ents - partia y bbon�ded�msuullat�ionn ,the maximum design pressure for the selected ass e bl shWI eet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and o'P mess 2 and 3 shal employ"an attachment density designe 6y^"a q alifretl� igf profes�stonal' fo resist the elevated pressure criteria Commonly used methods are ANSI/SPRI WDS, FM Loss Prevention Data S e-FT-29;y'RoBfnr g- pn`Ip icatioon S�,0WWAS �rT�arid^R'd'o'fing lCp Ci0 Stan ark rd'Rb Assero`� a m'ar a "wi h' any' a to s 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. 10. 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. 11. 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 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) 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 Testing Application Standard TAS 124. 13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report P9290.02.08-1120 for FL1654-1122 Certificate of Authorization #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017' Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 2 of 58 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. . ,,..'� . .«...��. �.- ±..w•ry^'w. A-.. "%k�. u�.,,xP..._q,;; :x ..'L'?^:'.., cj^ .�.,. t..X.S"�4J,.^'".. .,-`..K'n^ .... x•':fixy^"t�l;\.'..:.A•; V!K_-., .r. �,.. ,r +^: ••..b.+. 4 _ .;:.. - ;�.,,, w. .,y. -..,,Y '1.'f 'm^"' �' TMt.•.. � � c..,''Si1.°�^ `dsw'.,` 'L'+'749`'i�' .C,�L .. +'..'3+'Y �i'r•.Y y, i� .� .�-.. ,,,fir-.. •.. , . .�•.�.:��-�'"���v�,a��,,.7._.�,,.�'��'.,;�r�+��.....:��:�...-�,,,-,��:~���.s�...RTasl�1 Reference Layer Material Application BP -AA Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II (Base and Ply sheets, Asphalt- Ply One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI Hot Asphalt at 20 40 Ibs/square Applied) Note: Asphalt -applied sheets or Insulation shall not be applied to poly film surfaced membranes. Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base 650 SBS-CAI PG350 at 1.5-2.0 gal/square Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type 11 SBS-CA2 Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield Polyplus 35 at 1.5-2.0 gal/square TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Base Ply or Ply One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 Type 11, Polyglass HT Base 650 SBS-AA (SBS, Asphalt -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshleld TS-G, Hot Asphalt at 20-40 Ibs/square Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Note: Asphalt -applied sheets or insulation shall not be applied to poly film surfaced membranes. Oneor more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base SBS-TA Base Ply or Ply 0 -T°rc-Applied (SBS, Torch -Applied) Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6,_ElastoflexS6 Type-Il,-Elastoflex6 G -SElas� ex 56 G FR, Elastoshield TS-G, Cap Ply _Elastoshield TS-G-FR,-Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed) Base Ply One or more plies Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR Cap Ply Elastoflex SA P, Elastoflex SA P FR, Polyreflect SBS-SA Self -Adhering Unless otherwise noted, permissible membrane substrates forSSS-SA are limited to the SBS-SA Base Ply options herein, (SBS, Self -Adhering) Note: Elastobase (poly/sand) or Elastobase (poly/poly). APP-CAI Cap Ply Polyflex G FR PG350 at 1.5-2.0 gal/square APP-TA Base Ply or Ply One or more plies Polyglass APP Base, Polyflex, Polybond (APP, Torch -Applied) Cap Ply Polyflex, Polyflex G, Polyflex G.FR, Polybond, Pol n G, Polyfresko G, Polyfresko G FR Torch -Applied APP Cap Ply Polyflex SA P, Polyflex SA P FR; Polyfresko G 5 ,,Polykoo r SA (APP, Self -Adhering) Note: Unless otherwise noted, permissible membran es forAPP-SAore limited to t e SBS-SA Base Ply options ker n, , Self -Adhering Elastobase (poly/sand) or Elastobase (poly/poly). 16. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. associated with coating usage. i PG200 Non Fibered Roof Coating; i PG300 Fibered Roof Coating; i PG600 Non-Fibered Aluminum Roof Coating; i PG650 Fibered Aluminum Roof Coating; i PG700 High Quality Elastomeric Roof Coating or KM Acryl 25; i PG700QS (Quick Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS (for granule -surfaced APP or SBS only); i PG800 Asphalt Emulsion Roof Coating; i Polyplus 60 Premium Non-Fibered Aluminum Roof Coating; i Polyplus 65 Premium Fibered Aluminum Roof Coating; Y Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15; i Polybrite 70QS (Quick Set) Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS (for granule -surfaced APP or SBS only); Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating. Exterior Research and Design, U.C. d/b/a Trinity( ERD certificate of Authorization k9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Refer to current Roofing Materials Directory for fire ratings Evaluation Report P9290.02.08-R20 for 171.1654-1122 Revision 20: 09/12/2017 Appendix 1, Page3 of 58 QO TRII�IITY �ERD 17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements. 18, Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A applies: :,VAPOIiB`ARRIEROPTIONS?STRUCLURALCONG2ETG-dDE(ACADHFR.DIN5UTA�„"„aki�;._r;t.;,,E ..;xxw�r. -: �W m c..•w,n::aR-:... i;,..; ..>v ;:. , ., .« .. _ . ., :. u;.. .:z,".s �-•i r 4� k: ";Z. .v. b . ua. '^' ..'`".,•,FI''«`z. a ."�?^: 4:�.. ems^ .t' '£i3 Y._. •�y.�,..y.„ a' J' az..-'T.,' r w w. S:i::7"',+ c�C' i",7'izt'i;:;; �. ...d ?. ^-d4K'y .^.x avw.XG .r3 ..wM •ejC..'v; r...k +•'.,rt�?�;3>:,ali .'f;i�.-, �.� r�;,F G na ' nt .'cv. Option # Primer Vapor Barrier Insulation Adhesive MDP (psf) Type Attach VB-1. PG100 Elastoflex SA V Plus Self -Adhering Inta-Stik or CR-20, 12-inch o.c. -60.0 VB-2. PG100 Polyglass APP Base Torch -applied Inta-Stik or CR-20, 12-Inch o.c. -75.0 --VB=3— -PG100 -.Elastoflex SAP Self -Adhering Insta-Stik, 12-inch o.c. -75.0 VB-4. PG100 Elastoflex SA P -Self-Adhering Millennium One Step Foamable Adhesive, 12-inch o.c. -157.5 VB-5. PG100 Elastoflex SA P Self -Adhering CR-20, 12-Inch o.c. -270.0 VB-6. PG100 Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR Self -Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 500 or CR-20, 12-inch o.c. 290.0 19. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, LLC. d/b/a Trinityl ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Evaluation Report P9290.02.08-R20 for. FL1654-R22 Revision 20: 09/12/2017CJ Appendix 1, Page 4 of 58 1+, . K , �INITYERp �,} .a�-• L... ....ai:�. .,g fi '"'+. V'.iS, --." r •n:':Rs:.,�,n i?}"'+'t• f,'y,^�"1 ,,..x ;z$ � .. `"'Yi`. �,t::i 1'. . �''.. �;?'I,Yray a�' ,y.�.t:# ',;- §.- • w a,. �»• �'t�., .� �� � CTI k �� EAR OF,F) R RECO ER;' 9=' �^ , c. q� yt �,. y.,.L.e: �e i .. ^,.4 �.`J_ •. �r'GY :yf�i+,.�N*R�i.+•,r•.,.r«, .R. ��+�v:FiC33c l?�F} E6 rl,-f.a —.>!` i,.?S •i,9i:r{{,,w^'tp'"..v'u^L, rAiL '.sa_'^ d9' xte�. ,..�9'�,2M- ,4E. 't.�\"...4 1 "Y�` �a�'-t!',�..-� .w �"'v.� "i '.9 +v ^ih �#�Y :,�'4.. �,aGk.,....yn �'-�:1 ,i:.;r '.• tikes ?�v: %� '�N...u� .. _7+'.. r.�.. CE 3., . ,DS;:�rfe, }.. ... .. t..f,ae R�4 ,.w�7f C'� -4'i �fN';'>• .r x, l�'�� x�.���,�,..� ,'..� .,, ?r� .>r. TYPE CS'�=`FR6L MIhtARILYA`T+TA • D INSUTATIQNaMECc ANj . ; �Y' ' �i'4�'.� �^° ,". `�'' ;-�p',r����� =�'-�, CASLk.1A1TA,,,CNEi36A5ESHEET',BOND,f3!{OLOF?G�VER ; �SYS'CEM , -� sets,.,�1�...•r;�a.,�.r...�.;..� �.,:s-.�.r�:��s...._._..,.,.....�_t,��.::x_x, .I,.w..,_� ,.:zr�..,<.,,<��.�.,,�:�, N, ��..�.v��� ';15•-,.z� �lr System Deck (Note 1) Insulation Layers) Base Sheet Roof Cover (Note 15) MDP Type Attach Type Fasten Attach Base Ply Cap Ply No (psf) f ASPHALT APPLIED r< . ORtTaROf-APPLIED�BASE;PLY.a�-'_;'«,�XS3: s<}r i�Ty c�. C> ..� r• Q . " {{,�,t �%"�.n,TM'Lu § xa' s h s;: s`1..r?a £ .: r'= rw '� �.�+ t'.y;.�•�•� ��_.T..tE� '�'i�,,.li x. �. .Yi ;,7+K''^�,�'j•�.�e't. -.s-4 -xt, ,�t�*r,{+a'. 4.'= >n. � n•� ,z SS-m «+�'-. ,s` „; - .'a ,yk tY,"„<,.da �'6., Elastobase, Elastobase P, OMG Flat Bottom Plates (square) with Min. 19/32- One or more Prelim. Polyglass G2 Base, CertainTeed Roofgrip #14, Dekfast Hex (aka, DekfaPLT- st 12-inch o.c. in 4-inch lap and 12- (Optional) BP -AA, SBS-AA, SBS- W-56 inch plywood layers, any Attached Glasbase, Firestone MS Base, H-2-7/8) with Dekfast #14 or Trufast 3" inch o.c. in two (2), equally spaced, SBS-AA, SBS-TA or TA, APP-TA -52.5 combination IM Perma-Ply 28, Tamko Glass Metal Insulation Plate with Trufast HD staggered center rows APP-TA Base or GAFGLAS #75 Min. 19/32- One or more Prelim. OMG Flat Bottom Plates (square) with 12-Inch o.c. in 4-inch lap and 12- (Optional) BP -AA, SBS-AA, SBS- W-57 Inch plywood layers, any Attached Elastobase or Elastobase P Roofgrip #12 inch o.c. in two (2), equally spaced, SBS-AA, SBS-TA or TA, APP-TA -60.0 combination staggered center rows APP-TA Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Min. 15/32- One or more Prelim. Polyglass G2 Base, Elastobase, Dekfast #14, OMG 3" Round Metal Plate 10-inch o.c, in 4-inch lap and 10- (Optional) BP -AA, SBS-AA, SBS- W-58 inch plywood layers, any Attached Elastobase P with OMG HD, OMG Flat Bottom Plate inch o.c. in three (3), equally SBS-AA, SBS-TA or TA, APP-TA -75.0 combination (Accutrac) with Roofgrip #14 or Trufast 3" spaced, staggered center rows APP-TA Metal Insulation Plate with Trufast HD. _ Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with �— Min. 15/32- One or more Prelim. _ Dekfast #14,_OMG-3"-Round Metal Plate SO -inch o,c. in 4-inch lap and 10- W-59 inch plywood __ layers, any - _ — Attached -Polyglass-APP Base with OMG HD, OMG Flat Bottom Plate inch o.c. in three (3), equally (Optional) APP-TA APP-TA -75.0 ---- - combination (Accutrac) with Roofgrip #14 or Trufast 3" spaced, staggered center rows Metal Insulation Plate with Trufast HD. Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Min. 15/32- One or more Prelim. Polyglass G2 Base, Elastobase, Dekfast #14, OMG 3" Round Metal Plate 9-inch o.c. in 4-inch lap and 9-Inch (Optional) BP -AA, SBS-AA, SBS- W-60 inch plywood layers, any Attached Elastobase P with OMG HD, OMG Flat Bottom Plate o.c. in four (4), equally spaced, SBS-AA, SBS-TA or TA, APP-TA -90.0 combination (Accutrac) with Roofgrip #14 or Trufast 3" staggered center rows APP-TA Meta Ion Plate with Trufast HD. ✓� W-61 Min. 15/32- One or more layers, any Prelim. Polyglass APP Base Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast #14, OMG 3" Round Metal Plate with OMG HD, OMG Flat Bottom Plate 9-inch o.c. In 4-Inch lap and 9-inch o.c. in four (4), equally spaced, a (Optional) APP-TA APP-TA 90.0 Inch plywood combination Attached (Accutrac) with Roofgrip #14 or Trufast 3" staggered center rows Metal Insulation Plate with Trufast HD. Min. 15/32- One or more Prelim. rufast #12 DP or Trufast #14 HD with inch o.c. at 4-inch lap and 6-inch (Optional) BP -AA W 62 Inch plywood layers, any Attached Elastobase, Elastobase P Trufast 3" Metal Insulation Plates o.c. in three (3), equally spaced, orSBS-AA SBS-AA -90.0 combination staggered center rows Min. 15/32- One or more Prelim. OMG #12 Standard Roofgrip or OMG #14 6-inch o.c. at 4-inch lap and 6-Inch (Optional) BP -AA, SBS-AA; SBS- W-63 inch plywood layers, any Attached Elastobase, Elastobase P Heavy Duty with OMG 3" Round Metal o.c, in three (3), equally spaced, SBS-AA, SBS-TA, TA or APP-TA -90.0 combination Plates or OMG Flat Bottom Metal Plates staggered center rows APP-TA Min. 15/32- One or more Prelim. OMG #12 Standard Roofgrip or OMG #14 6-inch o.c. at 4-inch lap and 6-Inch W-64 Inch plywood layers, any Attached Polyglass APP Base Heavy Duty with OMG 3" Rotmd Metal o.c. In three (3), equally spaced, (Optional) APP-TA APP-TA -90.0 combination Plates or OMG Flat Bottom Metal Plates center rows W-65inch 15/32- One or more layers, any Prelim. Elastobase, Elastobase P Trufast#12 DP orTrufast#14 HD with Lstaggered o.c. at 4-inch lap and 6-inchMin. five (5), equally spaced, (Optional) BP -AA SBS-AA -120.0 plywood combination Attached Trufast 3" Metal Insulation Plates red center rows or SBS-AA Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report P9290.02.08-1120 for FL1654-R22 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 14 of 58 9 Florida Building Code Online I 6124/1.8, 4:47 PM s: BCIS Home Log In User Registration Hot Topicsr Submit Surcharge Stats & Facts ; Publications Contact Us BCIS Site Map i Links Search j ryry fiQ�a Product Approval p ; USER: Public User ��-- Product ApQmmal Menu > Product or Aoolication Search > Qoolication List > Application Detail r ?�`_ , _ • FL # FL5259-R28 Application Type Revision Code Version 2017 Application Status ApproxLed_e Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Re Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Arch! the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contri Validated By Certificate of Independe POLYGLASS USA 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1378 Ext242 alender@Oolyglass.com Ariel Lender alender@polyglass.com Maury Alpert 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAlpert@polyglass.com Ariel Lender 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1230 ALender@polyglass.com 7Rn7g,,,ts Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer f-i Evaluation Report - Hardcopy Received Name who developed Robert Nieminen PE-59166 UL LLC Expiration Date 10/05/2018 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL5259_R28_C0I 2018 01 COI NIEMINEN.pdf Referenced Standard an18 Year (of Standard) https://f orida building.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2fegOlipJYmiSimiPV6uypRuXszPog%3d%3d Page 1 of 2 Florida Building Code Online 6/24/18, 4:47 PM y s e Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4798 9 2011 ASTM D6164 2011 ASTM D6222 2011 FM 4474 2011 FRSA/TRI April 2012 2012 UL 1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/24/2018 Date Validated 01/29/2018 Date Pending FBC Approval 01/30/2018 Date Approved 04/10/2018 Summary of Products FL # Model, Number or Name Description 5259.1 - Polyglass Roof Underlayments Roofing underlayments 1 I Limits of Use Installation Instructions Approved for use, in HVHZ: No Approved for use outside HVHZ: Yes FL5259 R28_II_2018_01 FINAL_ER POLYGLASS UNDERLAYMENTS FL5259- R28.�df 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 underlayment system (over concrete deck) .L5259_R28 AE_2018_Q1_FINAL_ER POLYGLASS UNDERLAYMENTS FL5259- R28.Ddf for use under foam -on tile systems (where the underlayment forms part of the load - Created by Independent Third Party: Yes path). Refer to ER Section 5.6.4 for other systems, other deck types and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. back f i Contact Us :: The State of Florida Is an AA/EEO employer. Phone: 850-487-1824 :: 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 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees I 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: I https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2fegOlipJYmiSimlPV6uypRuXszPog%3d%3d Page 2 of 3 I ENGINEER EVALUATION REPORT Polyglass USA, Inc. 1111 West Newport Center Deer -field Beach, FL 33442 (954) 233-1230 EVALUATE TEST NEMO etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 CONSULT CERTIFY Evaluation Report P12060.02.09-R24 FL5259-R28 Date of Issuance: 02/24/2009 Revision 24: 01/24/2018 This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlaymen LABELING: Labeling shall be in accordance CONTINUED COMPLIANCE: This Evaluation R Quality Assurance documentation change. Evaluation Report by the named client product(s), the Quality Assurance or the Evaluation Report relative to updated Cod ADVERTISEMENT: The Evaluation Report r advertising literature. If any portion of thi INSPECTION: Upon request, a copy of this E distributors and shall be available for insp Yith the requirements the Accredited Quality Assurance Agency noted herein. port is valid until such time as the named product(s) changes, the referenced or provisions of the Code that relate to the product change. Acceptance of this :onstitutes agreement to notify Robert Nieminen, P.E. of any changes to the production facility location(s). NEMOletc. requires a complete review of this a requirements with each Code Cycle. umber preceded by the words "NEMOletc. Evaluated" may be displayed in Evaluation Report is displayed, then it shall be done in its entirety. ntire Evaluation Report shall be provided to the user by the manufacturer or its !ction at the job site at the request of the Building Official. This Evaluation Report consists of pages 11through 14. . Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA CERTIFICATION OF INDEPENDENCE: 1. NEMOletc. does not have, nor does it distributing products it evaluates. 2. NEMOJetc. is not owned,.operated or c 3. Robert Nieminen, P.E. does not have nc which the evaluation reports are being I 4. Robert Nieminen, P.E. does not have, ni product. 5. This is a building code evaluation. Neii project on which this Evaluation Report specifically for that purpose. The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 01/24/2018. This does not serve as an electronically signed document. d to acquire or will it acquire, a financial interest in any company manufacturing or strolled by any company manufacturing or distributing products it evaluates. will acquire, a financial interest in any company manufacturing or distributing products for will acquire, a financial interest in any other entity involved in the approval process of the her NEMO I etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any � or previous versions thereof, is/was used for permitting or design guidance unless retained ROOFUNG COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as prc following sections of the 6th Edition (2017) Florida Bu Compliance is subject to the Installation Requirements 2. STANDARDS: Section 1504.3.1 1504.3.1 1507.2.3 / 1507.1.1 1507.2.4 / 1507.1.1, 1507.2.9.2 1507.3.3 1507.11.2 1507.11.2 TAS 110 REFERENCES: Enti FM Approvals (TST 1867) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST5878) PRI (TST 5878) PRI (TST 5878) PRI (TST5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST5878) MTI (TST 2508) MTI (TST 2508) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) E RD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) E RD (TST 6049) E RD (TST 6049) ERD (TST 6049) E RD (TST 6049) E RD (TST 6049) E RD (TST 6049) ERD (TST 6049) E RD (TST 6049) E RD (TST 6049) Property Wind Uplift Wind Uplift Physical Pro Physical Pro Physical Pro Physical Pro Physical Pro Accelerated Examination Wind Uplift Physical Properties Physical Properties Physical Properties Physical Properties, Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Wind Uplift Wind Uplift Physical Properties Wind Uplift Physical Properties Wind Uplift Physical Properties Wind Uplift Physical Properties Wind Uplift Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties ONEMO I etc. ?d by Polyglass USA, Inc., have demonstrated compliance with the g Code through testing in accordance with the following Standards. Limitations / Conditions of Use set forth herein. ering Standard Year FM 4474 2011 UL 1897 2012 ASTM D226 2009 ASTM D1970 2015 FRSA/TRI April 2012 2012 ASTM D6164 2011 ASTM D6222 2011 ASTM D4798 2011 Reference Date 3004091 01/12/2000 PRI01111 04/08/2002 PUSA-005-02-01 01/31/2002 PUSA-013-02-01 12/23/2002 PUSA-013-02-02 12/23/2002 PUSA-013-02-03 12/23/2002 PUSA-018-02-01 07/14/2003 PUSA-028-02-01 07/13/2005 PUSA'033-02-01 01/12/2006 PUSA-035-02-01 09/29/2006 PUSA-055-02-02 12/10/2007 PUSA-061-02-02 01/28/2008 PUSA-076-02-01 02/22/2008 PUSA-083-02-01 04/14/2008 PUSA-088-02-01 07/29/2009 JX20H7A 04/01/2008 RX14E8A 01/29/2009 11752.09.99-1 02/08/2000 11757.08.01-1 08/13/2001 11776.06.02 01/16/2003 02200.07.03 07/14/2003 P1740.01.07 01/04/2007 P5110.04.07-1 04/11/2007 P9260.03.08 03/21/2008 P13450.08.09 08/13/2009 P30540.11.09-111 11/30/2009 P11030.11.09-1 11/30/2009 P11030.11.09-2 11/30/2009 P11030.11.09-3 11/30/2009 P33360.06.10 06/25/2010 P33370.03.11 03/02/2011 P33370.04.11 04/26/2011 P37300.10.11 10/19/2011 NEMO ETC, LLC. Evaluation Report P12060.02.09-R24 Certificate oJAuthorizotion #32455 61" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-1128 Polyglass Roof Underlaymll nts; (954) 233-1230 Revision 24: 01/24/2018 , Page 2 of 14 Enti ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD. (TST 6049) ERD (TST 6049) ERD (TST 6049) ICC-ES (EVL 2396) Miami -Dade (CER 1592) Polyglass USA Polyglass USA Polyglass USA UL, LLC. (QUA9625) 4. PRODUCT DESCRIPTION: 4.1.1 Elastobase is a fiberglass 4.1.2 Elastobase P is a polyestt Polyglass APP Base is a 4.2.1 Polystick MTS or fiber reinforced, st 4.2.2 PolystiEk"IR=Xe"is i aggregate surface; 4.2.3 Examination Physical Properties Physical Properties Physical Properties Wind Uplift Physical Properties Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Wind Uplift Physical Properties Wind Uplift Physical Properties Physical Properties Physical Properties IBC Compliance HVHZ Compliance Manufacturing Affidavit P/L Affidavit Materials Affidavit Quality Control Reference P40390.08.12-1 P40390.08.12-2 C41420.09.12-3 P39680.03.13 P45370.04.13 P1738.02.07-112 11757.04.01-1-R1 P41630.08.13 P11751.05.03-R1 P11781.11.03-R1 P45270.05.14 6020.07.14-1 6020.09.14-2 6020.09.14-3 6020.09.14-4 6020.09.14-5 6020.09.14-6 P46520.10.14 P43290.10.14 PLYG-SC7550.03.15 P40390.04.15 P44360.10.14-R1 PLYG-SC8080.05.15-1 PLYG-SC8905.05.16-1 PLYG-SC8080.07.16 PLYG-SC12025.10.16 PLYG-SC13040.12.16 PLYG-SC11900.03.17 PLYG-SC12115.08.17 ESR-1697 NOA 14-0717.08 Products Current Mule -Hide Cross Ltg Polystick SA Compound Service Confirmation SBS modified bitumen base sheet. i. SBS modified bitumen base sheet. PP modified bitumen base sheet. t.'ONEMO etc. Date 08/06/2012 08/07/2012 09/11/2012 03/04/2013 04/26/2013 04/29/2013 04/30/2013 08/06/2013 11/26/2013 11/26/2013 05/12/2014 09/08/2014 09/08/2014 09/08/2014 09/08/2014 09/08/2014 09/08/2014 10/03/2014 10/17/2014 03/24/2015 04/03/2015 05/18/2015 05/20/2015 05/17/2016 07/16/2016 10/12/2016 12/27/2016 03/10/2017 08/08/2017 11/01/2014 01/22/2015 02/18/2009 03/01/2008 08/18/2011 Exp.10/05/2018 L,9V-J S L,2friIE I'S PLUS s a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass polyclefinic film surface; meets FRSA/TRI April 2012. alt waterproofing membrane, glass fiber reinforced, with an ASTM D1970. Polystick TUI Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface;) meets ASTM D1970 and FRSA/TRI April 2012. NEMO ETC, LLC. Evaluation Report P12060.02.09-R24 Certificate of Authorization #32455 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-RZB Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018 Page 3 of 14 5V I ' I ONEMOJek. 4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface; meets FRSA/TRI April 2012. 4.2.5 Polystick TU Max is a nominal 607mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface; meets ASTM D1970 and FRSA/TRI April 2012. 4.2.6 Polyflex SAP, Polyflex SAP FR, Mule -Hide SAIIAPP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester reinforced, APP modified bitumen cap sheets; meet FRSA/TRI April 2012. 4.2.7 Polystick Dual Pro'' is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meelts ASTM D1970. 4.2.8 Polystick Tile Pro' is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970 and FRSA/TRI April 2012. 4.2.9 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970 (See Section 5.8). 4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of a sand -surfaced SBS modified bitumen back -side and granule-surfaceed APP modified bitumen top -side. Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (AS Im D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. 4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyesl Elastoflex S6 G and Elastoflex S6 G FR are for ul Class M) in the "Single Ply System" from FRSA/TRI Elastoflex S6 G is for use as an alternate to Hot i April 2012 (04-12) beneath mechanically fastene alternate to Hot Asphalt applied "Cap Sheet" in mechanically fastened tile roof systems. ar reinforced, SBS modified bitumen cap sheets; meet ASTM D6164. ;e as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, April 2012 (04-12) beneath mechanically fastened the roof systems. sphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI i or adhered tile roof systems. Elastoflex S6 G FR is for use as an the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath 4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. Polyflex G is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. S. LIMITATIONS: 1 5.1 This is a building code evaluation. Neither NEMOIetc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation RIeport, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 1 5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a I request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. NEMO ETC, U.C. Certificate ofAuthoritotion #32455 I I 6'n EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Roof Underlayments; (954) 233-1230 I I Evaluation Report P12060.02.09-R24 FL5259-R28 Revision 24: 01/24/2018 Page 4 of 14 10 C ONEMOletc. 5.5 Allowable Roof Covers: s JC ''•R1JZ 'i"'i4�i{.�,t aft !'Y++r+^t\ Hr,C�t�'' 4i,y Bditx�.'.`"uY.wS .I:D ROOFtiCVE.�'�"sn� OR OPTION''*s':�rSR3F" Underlayment Asphalt Shingles I Nail -On Tile Foam -On Tile Metal Wood Shakes & Shingles Slate Elastobase Yes I Yes (Base Sheet In 2-ply system) Yes (Base Sheet in 2-ply system) Yes Yes Yes Elastobase P Yes I Yes (Base Sheet In 2-ply system) Yes (Base Sheet in 2-ply system) Yes Yes Yes Polyglass G2 Base No I Yes (Base Sheet In 2-ply system) Yes (Base Sheet In 2-ply system) No No No Polyglass APP Bas 5 �� No I Yes (Base Sheet in 2-ply system) Yes (Base Sheet in 2-ply system) No No No Polystick MTS o MTS PLUS Yes Yes No Yes Yes yes Polystick IR-Xe Yes No No No Yes Yes PolystickTUP No Yes Yes (See 5.5.1) No No No Polystick TU Plus Yes Yes Yes (See 55.1) Yes Yes Yes Polystick TU Max No Yes Yes (See 5.5.1) Yes No No Polystick Dual Pro Yes No No Yes Yes Yes Polystick Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick MU-X Yes No No Yes Yes Yes Elastoflex 56 G Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex S6 G FR Yes Yes No No Yes Yes ' Elastoflex G TU Yes Yes Yes (See 5.5.1) -No Yes Yes Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes (See 5.5.1) No Yes Yes Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Yes I Yes Yes (See 5.5.1) No Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TAB_lAI LOWA_BI.E9 ICE idPH YMENT C MB N_ATI NS3� + �y N /A'+..�s1.4541 ,µs ?{7 s tr * yyUNOERLA� .i Few Adhesive I Florida Product Underlayments Approval DAP Foam Touch'n Seal StormBond Roof FL14506 Polystick TU Plus, Polystick TU Max Tile Adhesive Dow TileBond— I FL22525 Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, ICP Adhesives Polyset° AH-160 FL6332 Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) Polystick TU P, Polystick TU Pius, Polystick TU Max, Polystick Tile Pro, ICP Adhesives Polyset® RTA-1 FL6276 Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) ' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC, U.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization #32455 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018 Page 5 of 14 5.6 5.6.1 5.6.2 Allowable Substrates: Direct -Bond to Deck: Polystick (all variations), Dual Pro, Tile Pro, Pol (FR) self -adhered to: ➢ New untreated plywood; ASTM D41 prime( plywood; New or existing, unprimed OSB Southern Yellow Pine; ASTM D41 primed (designed and installed to meet wind loads ON EMO I etc. ex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet new untreated plywood; Existing plywood; ASTM D41 primed existing ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels )r project). Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or Polyflex G FR torch -applied to: ➢ ASTM D41 primed structural concrete. Bond -to -Insulation: Polystick (all variations), Polyflex SAP or SAP FR, 'Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ➢ ASTM C1289, Type II, Class 1 polyisocyanu late or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G �R in hot asphalt to: ➢ Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. Polyflex G or Polyflex G FR torch -applied to: ➢ ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordanceliwith FBC Section 1504.3.1. Bond to Mechanically Attached Base Laver: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro self -adhered to: ➢ ASTM D226, Type I or II felt; Elastobase; Elastob Ise P or Mule -Hide Nail Base. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM D226, Type I or II felt; Elastobase; Elastobalse P, Mule -Hide Nail Base or Polyglass G2 Base. Polyflex G or Polyflex G FR torch -applied to: ➢ Elastobase; Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass APP Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in accordance with FBC Section 1504.3.1. NENf O ETC, U.C. Certificate of Authorization #32455 i i 6T" EDITION (2017) FBC NONIHVHZ EVALUATION Polyglass Roof Underlayme II ts; (954) 233-1230 I Evaluation Report P12060.02.09-R24 FL5259-R28 Revision 24:01/24/2018 Page 6 of 14 >o 5�< #1 #2 #3 #4 #5 #6 #7 tIONEMO I etc. Win " Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not addre4,wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms pa of the load -path. IThe following wind uplift limitations apply to underlayment systems that are not addressein FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of to ing for wind load (resistance based on allowable wind loads, and reflects the ultimate pass)n pressure divided by 2 [te 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI Apr' 2012 (04- 12), Appendix A., Table 1A or FBC 1609 for determination of design wind loads. Maximum Design Pressure = -90 psf: Deck: Min. /32-inch plywood to meet project requirements to satisfaction of Authority Having J/5A-APP Primer: None Base Ply: (Optiona" Polystick MTS or Polystick MTS PLUS, self -adhered. Underlayment: Polystick T P, P olystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule-Hidp Sheet and Mule -Hide S -APP Cap Sheet (FR), self adhered. , Deck: Min. 15/32-inch �rJlywood to meet project requirements to satisfaction of Authority ving Jurisdiction. Primer: PG10C or ASTM D4 Base Ply: (Optional) PolystickTS or Polystick MTS PLUS, self -adhered. Underlayment: Polystick TU P, Polystl 4 TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP , Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap �eet (FR), self -adhered and back -nailed within the elvedge-edge side laps using 12 ga. x 1W ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-in o.c. Deck: Min. 15/32-inch'plywood to nil et project requirements to satisfaction 6f Authority Having Jurisdiction. Primer: WB-3000 N. Base Ply: (Optional) Poly tick MTS or Polyst k MTS PLUS, self -adhered. Underlayment: Polystick TU P, Polystick TU Plus, P ystick TU Max, Polyflex SAP 'olyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), s f-adhered and back -nail d within the selvedge -edge side laps using 12 ga. x IX" ring shanklnails through 32 ga., 1- 8" diameter tin caps paced 12-inch o.c. Deck: Min.15/32-inch plywood to meet project r quiremen satisfaction of Authority Having Jurisdiction. Primer: (Optional) PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS or Polystick MTS PLU self -adhered. Joints: Min. 4-inch wide strips of Elastoflex SA-V over al wood joints. Underlayment: Polystick TU I, Polystick TU Plus, Polystick TU M . Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered Maximum Design Pressure) = -31S psf: Deck: Structural concrete to meet project requirements to sat faction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS or Polystick M PLUS, self -adhere �. Underlayment: Polystick TU IP, Polystick TU Plus, Pol tick TU Max, Tile Pro,Olyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mple-Hide SA-APP Cap SF� et (FR), self -adhered. iyidmi-num Vesign rressure=-OZZ.S PST: Deck: Structural concrete to meet pr ect requirements to satisfaction 1 uthority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Elastoflex GITU or Elastofle p 6 G, applied in full mopping of hot aspha i or Polyflex G, torch -applied. Maximum Design Pressure =-30.0 psf* Deck: Min. 15/32 finch OSB to eet project requirements to satisfaction of Auth rity Having Jurisdiction. Base Sheet: Elastobase or Mule-H' • e Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch lo; g x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. at the inch wide side laps and 6-inch o.c. at two (2) equally spaced taggered center rows. Base Ply: (Optional) bolys ack MTS or Polystick MTS PLUS, self -adhered. Underlayment: Polystick TU Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, ule-Hide SA-APP Cap Sheet and Mule -Hide, --APP Cap Sheet (FR), self -adhered. NEMO ETC, LLC. �" Evaluation Report P12060.02.09-R24 CerrificateofAuthorizotion #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FI-5259-1128 Polyglass Roof Underlayments; (954) 233-1Z30 Revision 24: 01/24/2018 Page 7 of 14 9 ONEMOletc. 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 �herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check Ifor protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and pr;me the substrate (if applicable). 6�3 a y<obase°; ElastotfA�se P o RMUIe. IdeENalr6 se ? .�, r:44 4+�... -;,a MI 2 6.3.1 Non -Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering lto be installed. Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FIR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FIR in hot asphalt or Polyflex G fIor Polyflex G FIR, torch applied. Roof cover limitations are those are those associated with the top -layer underlayment, as set forth in Table 1. 6.3.2 Tile Applications: Elastobase, Elastobase P or Mule -Hide Nail Bas are limited to use as a mechanically attached base sheet in the "Two Ply System" from FRSA/TRI April 2012 (04-12). lReference is made to Table 1 and Section 5.6.4 herein, coupled with FRSA/TRI April 2012 (04-12) Installation Manual. 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 (except Polystick TU P) underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.4.2 Direct -to -Deck with Mechanicallv Fastened Roof Covers: All self -adhering materials, with the exception o Cap Sheet or SA-APP Cap Sheet (FIR) should be b Hide back nailing guidelines. Nails shall be cor diameter metal disk or Simplex -type metal cap n nailed using the above noted fasteners and 5p membrane. The head lap membrane is to cover I All seal -lap seams (selvage laps) must be firmly rolled with a minimum 28 lb. hand roller to ensure full contact and adhesion. For Dual Pro and Tile Pro, align the edge of the top sheet to the end of the glue pattern (the sheet will overlap the fabric). Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP :k-nailed in selvage edge seam in accordance with Polyglass / Mule- )sion resistant, 11 gauge ring -shank type with a minimum 1-inch I, at a minimum rate of 12" o.c. Polystick TU Plus should be back- ing, in area marked "nail area, area para clavar" on the face of e area being back -nailed. View of Ovelap Seam of Dual Pro and Tile Pro All over -fabric and over -granule end -laps shall hate a 6-inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not bile used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details NEMO ETC, LLC. Certificate of Authorization #32455 6'" EDITION (2017) FBC L-HVIrlZ EVALUATION Polyglass Roof Underlayments; (954) 233-1230 Evaluation Report P12060.02.09-R24 FL5259-R28 Revision 24: 01/24/2018 Page 12 of 14 s 6.4.3 6.4.4 Repair of Polystick membranes Polyglass PG500 Modified Cep Polystick material of like kind,l installed in a water shedding m; All Polystick membranes shall minimum of 40-lb weighted-ro'I for the field membrane. Hand IF roof that are not accessible to a ON EMO I etc. s to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or lent to the area in need of repair, followed by a minimum 6 x 6 inch patch of the set and hand rolled in place over the repair area. Patch laps, if needed, shall be be installed to ensure full contact with approved substrates. Polyglass requires a ler or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied oilers are acceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the large roller or broom. Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened the roofing over 2-ply system, consisting of Base Sheet and self -adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1. For adhesive -set the applications, refer to Section 5.6.4 herein. Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Tile Pro, MU-X or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. Polystick MTS or MTS PLUS followed by Polystick TU P, TU Plus, TU Max, Tile Pro or Polyflex SAP is allowable for use under foam -on tile systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. 6.5.1 Elastoflex G TU, Elastoflex .' installation requirements. F ✓ Elastoflex G TU is for us Ply System" from FRSA/1 applied "Cap Sheet" in tf adhered tile roof system! ✓ Elastoflex S6 G is for use System" from FRSA/TRI applied "Cap Sheet" in tl adhered tile roof system: ✓ Elastoflex S6 G FR is for i Ply System" from FRSA/1 applied "Cap Sheet" in til roof systems. G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published r use in tile applications: as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single ,I April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply xil 2012 (04-12) beneath mechanically fastened the roof systems or the Hot Asphalt "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or e as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single I April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile 6.5.2 For hot -asphalt -applications, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile apmlications ✓ Polyflex G is for use as Ian alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered the roof systems (Base Sheet Limited per 5.6.3). ✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet in the "Two Ply System from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems (Base Sheet Limited per 5.6.3). NEMO ETC, LLC. Certificate of Authorization #32455 Evaluation Report P12060.02.09-R24 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018 Page 13 of 14 6.6.2 Polyflex G or Polyflex G FR shall be fully to minimum 3-inch and end -laps minimum 6-ini laps shall be fully heat -welded and inspected t edge. 6.7 Tile Staling: 6.7.1 Tile shall be loaded and staged in a manner tt Table 2 herein, and Polyglass published requh 6.7.2 Battens and/or Counter -battens, as required I on all roof slopes greater than 7:12. PrecaL boards, to prevent tile sliding and/or damage 6.7.3 Polyglass specifies the minimum cure time roofing tiles is forty-eight (48) hours. MEMO etc. ch-applied to the substrates noted in Section 5.6. Side laps shall be h wide, off -set minimum 3 feet from course to course. Side and end ensure minimum 3/8-inch flow of modified compound beyond the lap 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having.lu 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product plants have qualified products under their respective phy prevents tile slippage and/or damage to the underlayment. Refer to nents for tile staging. the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used ms should be taken as needed, such as the use of battens or nail - the underlayment during the loading process. ter installation of self -adhering membranes and before loading of in order to properly evaluate the installation of this product. Lions covered for F.A.C. 61G20-3 CIA requirements. The following properties specifications. Fernley, NV, Hazleton, PA & Winter Haven, FL ASTM D1970 Polystick MU-X Hazleton, PA M-D 13-0004 Elastoflex G TU Hazleton, PA & Winter Haven, FL ASTM D1970 Polystick IR-Xe ASTM D1970 & FRSA/TRI April 2012 Polystick TU Plus ASTM D1970 & FRSA/TRI April 2012 Polystick TU Max Tuscaloosa, AL ASTM D4601, Type 11 Polyglass G2 Base Winter Haven, FL ASTM D226 (physicals) Elastobase, Elastobase P ASTM D6509 Polyglass APP Base FRSA/TRI April 2012 Polystick MTS, Polystick MTS PLUS FRSA/TRI April 2012 Polystick TU P FRSA/TRI April 2012 Polyflex SAP, Polyflex SA P FR ASTM D197d, Polystick Dual Pro ASTM 1)1970,& FRSA/TRI April 2012 Polystick Tile Pro ASTM D61641 Elastoflex SG, Elastoflex S6 G FR ASTM D62221 Polyflex G, Polyflex G FR 9. QUALITY ASSURANCE ENTITY: UL, LLC— QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - NEMO ETC, LLC. I Evaluation Report P12060.02.09-R24 Certificate of Authorization #32455 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018 1 Page 14 of 14 Florida Buildon9Code Online 6/25)18; 7:34 AM„ BCIS Home 1 Log In ; User Registration r Product Approval €i .USER: Public User _ID�ox t r� Product Approval Menu > Product or AptZlii FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Rep Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By ;.' a +�. •,�s �-... ors; �� '� , z,�!!� � � �'- �,46 tltt�>'Yt�twr"eisNt� wSfiFi:tri�t�YoYFs`. ^ ter: Y� > Apgkation List> Application Detail i20 242-R23 vision 17 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Referenced Standard and Year(of Standard) Equivalence of Product Certified By 1 PGT Indu,st��rigs, �10"7U' echnology Drive North Venice, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Jens Rosowski jrosowski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Windows Horizontal Slider Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 https://floridebuilding.org/pr/pr_app—dtl.aspx?paramL wGEVXQwtDquUsDrhuM3DGCgL7x9PPaiMa%2fmTW7N1gLC%3d Year 1994 Page 1 of 4 Florida Bui011ling Code Online 1 :1 6/25/18, 7:34 AM Product Approval Method I Method 1 Option A Date Submitted 04/30/2018 Date Validated 06/01/2018 Date Pending FBC Approval Date Approved 06/06/2018 Summa of Products FL # Model, Number or Name Description 242.1 HR - 210 (Non -Impacts) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242_R23 C CAC_17-0411.05.pjf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/05/2022 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242_R23_II 17-0411.05.pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. I Evaluation Reports Created by Independent Third Party: 242.2 HR - 610 (Non -Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242_R23_C CAC_17-0411.07.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2021 Design Pressure: N/A I Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II17-0411.07.pd Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. I Evaluation Reports Created by Independent Third Party: 242.3 HR - 710 (Impact) I WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate i Approved for use in HVHZ: Yes FL242 R23 C_CAC 17-0411.06.pdf Approved for use outside HVHZ: Yes ° Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/21/2021 Design Pressure: N/A v Installation Instructions her:'Pjease-se,,ethe m.l,Dagp GGn'e Notice, of FL242_R2 __17-0411.06.12d Accep ante (NOA)or product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.4 HR - 810 (Large Missile Impact) I Multi -Story Aluminum Horizontal Roller Window j Limits of Use Certification Agency Certificate ; Approved for use in HVHZ: Yes FL242_R23_CCAC 17-0411.03 LM.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/01/2022 Design Pressure: N/A I Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.03 LM.pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. I Evaluation Reports Created by Independent Third Party: 242.5 HR - 810 (Small Missile Impact) Multi -Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.04 SM.pdf ! Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date !i Impact Resistant: Yes 11/01/2022 I Design Pressure: N/A Installation Instructions i https://floridabuilding.org/pr/pr-app_dti.aspx?param=wGEVXQwtDquUsDrhuM3Dl CgL7x9PPaiMa%2fmTW7NlgLc%3d Page 2 of 4 ..4 MAW DADS • DEPARTMENT OF RE BOARD AND CODE X PGT Industries, Inc. 1070 Technology Drive North Venice, FL 3427, This NOA is being issued materials. The documentati Product Control Section to Having Jurisdiction (AHJ). This NOA shall not be v� Control Section (In Miami - the right to have this prods fails to perform in the accel may immediately revoke, n RER reserves the right to re Section that this product or. This product is approved a Code, including the Hig DESCRIPTION: Seri APPROVAL DOCUMEP sheets 1 through 11 of 11, d and sealed by Anthony Lyn, with the Notice of Accept Section. MISSILE IMPACT Rm7 LABELING: Each unit s model/series, and followin€ noted herein. RENEWAL of this NOA no change in the applicable TERMINATION of this in the materials, use, and/( of any product, for sales, to comply with any section ADVERTISEMENT: T7 followed by the expiratioi displayed, then it shall be 6 INSPECTION: A copy distributors and shall be a This NOA revises NOA.4 well as approval document The submitted documental Y AND ECONOMIC RESOURCES (RER) t11ON DIVISION ANCE (NOA) - MIANII-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 wvvw.miamidade.gov/economy der the applicable rules and regulations governing the use of construction submitted has been reviewed and accepted by Miami -Dade County RER - used in Miami Dade County and other areas where allowed by the Authority d after the expiration date stated below. The Miami -Dade County Product jade County) and/or the AHJ (in areas other than Miami -Dade County) reserve t or material tested for quality assurance purposes. If this product or material A manner, the manufacturer will incur the expense of such testing and the AHJ edify, or suspend the use of such product or material within their jurisdiction. eke this acceptance, if it is determined by Miami -Dade County Product Control aterial fails to meet the requirements of the applicable building code. described herein, and has been designed to comply with the Florida Building 710" Aluminum Horizontal Rolline Window)- L.M.I. . 3lfawing N"6 74TT1=10; titled "Alum. Horizontal Roller Window, Impact", ed 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp ce number and expiration date by the Miami -Dade County Product Control and Small Missile Impact 311 bear a peiiianent 1abel{'witlr--ilie manufacturer's name or logo, city, state, statement: "Miami -Dade County Product Control Approved", unless otherwise shall be considered after a renewal application has been filed and there has been II building code negatively affecting the performance of this product. NOA will occur after the expiration date or if there has been a revision or change I t manufacture of the product or process. Misuse of this NOA as an endorsement I dvertising or any other purposes shall automatically terminate this NOA. Failure of this NOA shall be cause for termination and removal of NOA. ie NOA number preceded by the words Miami -Dade County, Florida, and i date may be displayed in advertising literature. If any portion of the NOA is lone in its entirety. of this entire NOA shall be provided to the user by the manufacturer or its ailable for inspection at the job site at the request of the Building Official. 16-0714.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as mentioned above. ion was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0411.06 tExpiration Date: December 2.1, 2021 31 �s� Lo I.7 Approval Date: August 31, 2017 Page 1 • PGT Industries, Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's N . 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled )"Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I 1. Test reports on: 1) Uniform -Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer© NXTTh1 spacer system and XL EdgeT`1 spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-071413) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 0,7/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 6/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) orge M. Plasencia, P.E. Prodfict Control Unit Supervisor NOA No.17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 IE-1 PGT Industries, Inc. 10 C. E. NOTICEIOF ACCEPTANCE: EVIDENCE SUBMITTED TESTS (CONTIMTED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202=94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. I (Submitted under NOA No. 06-0405.06) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5rh Edition (2014) and FBC-6r`1 Edition (2017), dated 03/31/17 and revised on 07/28/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). MATERIAL C. 1. No. 16-1 Clear, aj F. STATEMENTS 1. e e 6t Editior Lynn 1 2. Statement signed an( 3. Proposal] by Manue� 4. Proposal] by Ishaq 7.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. of conformance, complying with FBC-5rt' Edition (2014) and FBC- F)',I\dated 07/28/17, issued by manufacturer, signed and sealed by A. letter of no financial interest, dated 03/31/17, issued by manufacturer, sealed by A. Lynn Miller, P.E. o. 16-1372B issued by the Product Control Section, dated 11109116, signed Perez, P.E. o. 16-0125 issued by the Product Control Section, dated 03109116, signed panda, P.E. ' under previous NOA No. 16- 0 714.13) E-2 ter` rge M. Plasencia, P.E. Pro ct Control Unit Supervisor NOA No.17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 PGT Industries, Inc. ACCEPTANCE: F. STATEMENTS (CONTINUED) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No.l 07-08I S. 09) 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series "HR-710" Ahuninum Horizontal Rolling Window — L.M.I., approved on 09/01/16 and expiring on 12/21/21. orge M. Plasencia, P.E. Puct Control Unit Supervisor 7 NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E - 3 GENERAL NOTES: SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). A 5116" LAMI CONSISTING OF (2) LITES OF 118-ANNEALED GLASS WITH A .090" PVB INTERLAYER. �nn,o,oT,ur_-no n% 1a1x= nt'+i9u,e'h'TII '(R�I��M1't..ARS ANTI IMI.LITE.OFILB'_.HEAT STRENGTHENED GLASS WITH A .090' PVB INTERLAYER. 5116" LITES OF 1 IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE IMPACT RESISTANT VARIES PER OPnONS, SEESHEET11 E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH A.090' PVB INTERLAYER. F. 7116" LAMI CONSISTING OF (2) LITES OF 3H6" HEAT STRENGTHENED GLASS WITH A .090' PVB INTERLAYER G. 13/16" LAM[ IG: (1) LITE OF 1/8' OR 3116' ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8"ANNEALED GLASS WITH A.090" PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 118" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. 1. 13116" LAMI IG: (1) LITE OF 118" OR 3116" ANNEALED (MIN.) GLASS, 5/18' OR 3/8" AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER J. 13116"LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 71W LAMI -CONS ISTING-OF_(2)1QES_OF 3/16" ANNEALED GLASS WITH A .090' PVB INTERLAYER K. 13M8" LAM[ IG: (1) LITE OF 118" OR 3/18' ANNFJILED-(MIN:)-GL-ASS-3L16"-OR 1/4" AIR_SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANN EALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS /ITFI A .090" PVB-INTERLAYER L 13116" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. 2. CONFIGURATIONS: OX. XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 8) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO ULTRACON NOA'S ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. I /uiLr 1: Anchor Group ArtchorType Frame Member Substrate Min. Edge Distance Min. O.C. Distance Min. t3nbedmentor Metal ThldmGas A 2, Steel SMS (G6 1 (min. of 3 threads beyond metal substrate) All out em Fine (SG 0.55) 9/ 8" 7/8" 8" 8003-T5 Aluminum 318' 9/18" lie" A36 Steel or Gr. 33 Steel Stud 3/8' 9116" 0.045" 18 Ge) B 1/4" Elco UftraCor� Jamb Hollow Block ASTM C90 13/4" 6' 1-114" All Concrete min. ZS5 Kai)1" 4" 13/4" All Southern Pine (SG = 0. 1" 1` 1-318' 1/4" 410 SS Erco CreteFlex ® All Southern Pine (SG 0.55) 1' 1" 1318" C 1/4' 410 S3 Elco CreteFlex ® Jamb Hollow Bieck, {ASTM C90 2-1/2" 8" 1-114" All Concrete (min. 3.35 ksi) 2-1/7 4" 1314' Teal G I. Material Mln. Fr Min. Fu Steel Screw B2 ksi 120 ksl Elco Utrucon 0 155 kill 177 ksi 410 88 E1co CrelaRex ® 127.4 Kai 189.7 kal 8063•T5 Aluminum 16 Kai 22 sl e083-T8 Afu,nlnum 25 ksl 30 Kai A36 steel 36 Kai Se ksi Gr. 33 Steel 5tud 33 ka! 45 ksi 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. CODES/STANDARDS USED: :2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION �2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION AASTM E1300-00 *ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION 6ALUMINUM DESIGN MANUAL, ADM-2015 -AISI $100.12 *AISC 360-10 NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS............ 2 ELEVATIONS ..................... 3 VERT. SECTIONS ............. 4 HORIZ SECTIONS............ 4 CORNER DETAIL .............. 4 PARTS LIST ....................... 6 EXTRUSIONS .................... 6 INSTALLATION .................. 7 DESIGN PRESSURES....... 8 ANCHOR QUANTITY.........9-11 PRODUCT REVISED as complying with the Florida Building Code .CA -No. 17-D411.06 Expiration Date 1212112021 3)24/17.. NEW LAYOUT, SHEET REORGANIZATION, UPDATED _ ANCHOR QUANTITY PER FSC 2o1T, CHANGED ANCHOR-TYPES- x 3 n0 i G W O 1 0 Z ZU x w biz' U �9 Fw- z v 0. 0 ova oZ' ttii J LL O B z w N O 0 z R-9 , o = o ~ � w r 0 UJ _. qu ad wws ��•�at,NY LYN,yr,�'%,. i * ; N0.58705 A* _ i�Q•' ATE j�:•�j`.. �����ON '•.ipRID�' • \��� A. LYNN MILLER RE P.E.P. Sam 50 21 i 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT .090" FVB INTERLAYER 1W ANNEALED OR HEAT 0/16' NOM. LAMINATED GLASS 112" NOM. GLASS BITE STRUCTURAL 112" NOM. SILICONE GLASS BITE STRUCTURAL 1/4" NOM. FOAM —7- POLYISOSUTYLENE WITH IT WITH DESICCANT DESICCANT 63.64,65 ASS E)cr. GL EXT. GLASS—V GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090' PVB INTERLAYER GLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 7116" LAMINATED GLASS f ERIOR INTERIOR (ALL SECTIONS) 112" NOM. GLASS BITE U` I �66,67,88,69,70,71 v 72,73,74,75,76, 116" ANNEALED OR HEAT STRENGTHENED GLASS 3/1fi ANNEALED OR HEAT STRENGTHENED GLASS 09W PVB INTERLAYER .OBO' PVB INTERLANSR 116" ANNEALED OR HEAT STRENGTHENED GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 5116" LAMINATED VIS' LAMINATED SAW OR 316' AIR SPACE 3/16' OR 1/4' AIR SPACE 11W OR 3/16" ANNEALED OR TEMPERED GLASS 116' OR 3/16" ANNEALED OR TEMPERED GLASS 1 WW NOM. 13116, NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 13/16' LAMI IG GLASS W/ 7/16" LAMI GLASS TYPES: A. 5/16" LAMI - (118" A,.090" PVB, 118" A) S. 5/16" LAMI - (1/8" A,.D90" PV13,118' HS) C. 5/16" LAMI - (1/8' HS,.090" PVB, 118" HS) D. 7/16" LAMI - (3/16" A,.090" PVB, 3/16- A) E. 7/16" LAMI - (3/16" A,.090" PVB, 3/16" HS) F. 7116- LAMI - (3/16" HS,.090" PVB, 3116' HS) G. 13116' LAMI IG - 118- OR 3/16" A (MIN.), 5/16' OR 3/8" SPACE, 5/16- LAMI - (1/8' A,.090" PVB, 1/8" A) H.13/18" LAMI IG - 1/8" OR 3/16" A (MIN.), 5116" OR 3/8" SPACE, 511W LAMI - (1/8" A,.090" PVB,.1/8" HS) I. 13/16" LAMI IG -1/8' OR 3116" A (MIN.), 5116" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090' PVB, 1/8" HS) J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4- SPACE, 7/15" LAMI - (3/16" A,.090" PVB, 3/16" A) K. 13/18" LAMI IG - 1/8" OR 3116" A (MIN.), 3/16" OR 114" SPACE, 7/16" LAM[ - (3/16" A,.D90', 3/16" HS) L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3116" OR 1 /4" SPACE, 7/16" LAMI - (3/16" HS,.090", 3/16" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP, BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. "PVB" = KURARAY TROSIFOO PVB INTERLAYER G(U/ '—INT. GLASS �v —INT. KODISPACE SUPER 4SG TPS O SPACER®NXT'"' T BUM 16" NOM. GLASS REINFORCEMENT pOLYISDd DESICCANT FILL AREA BUTYLENE 5/16" NOM. 5/16" NOM. SEAL BUTYL 8 PEXT.GLASS ILICONE SEAL DESICCANT [NLFSSORMEL _FOAM STAINLESS STEEL '. GLASS - � — - - IW. GLASS T. GLASS DURASEALO XL EDGEm 67 SPACER SPACER 1 FMLM J:� Part* Descriptlon Material 85 86 87 88 Kommerling 4SG TIPS Spacer System See this Sheet for Materiels Cluanex Super Spacer nXf with Hot Melt Butyl Quariex Duraseal Spacer CardfnalXL Edge Spacer PRODUCTREVISED as complying with the Florida Building Code NOA-No, 17-0411.06 Expiration Date 12/2112021 By Mla D Pro uet Control 3124117: NEW SHEET j m N 52 to = wti o O O q t` v O_M_�.vu{ Zo4i ,. '_ v L) 0 a g U .te W AU o � o4W o Z 8 Lu LL ON 0 Z. o J Z o. _ �; o ' NY LYN& OGFl�las No. 587M vo .g0RLDA A LYNN MILLER. P.E. P.P.B56705 lim 27 3/8" " - MAX. DLO —► VENT 54 5/16' MAX. DLO FIXED 1 /Q 1 I I� /X i — I / 1 —/ X 110" MAX. WIDTH I.F. FRAME II 111" MAX. WIDTH FLANGE FRAME (1/41/2-1% ! _ 33 9/16" MAX. 33 9/16" MAX DLO FIXED c DLO VENT A I I MAX. DLL ALL ALL FIXED LITES O Ij X I 73" MAX WIDTH I.F. FRAME 74' MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 4 B B 27 3/8" 27 3/8' MAX. DLO VENT MAX. DLO FIXED D /1 / X II �� / O I I � i I / X -i i - 85 7/16" MAX. WIDTH I.F. FRAME— -- +---86 7/16' MAX WIDTH FLANGE FRAME DETAIL C -XOX (113-1/3-1/3) NOTE: SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 63" MAX SEALANT OR GASKET FLANGE AT HEAD AND SILL FRAME ALL CONFIr- 15 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. I,?43 I.F. FRAME �J 13 FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) D PRODUCT REVISED as eamplyyinS Wlth the Florida Building Code MCA-Mo. 17-0411.06 Expiration Date 12/21/2021 By Mlam 76 FrodUct control 30AN7: NO CHANGES THIS SHEET. w N o$y c 0 L7 N fij O S N O-IJO S IZ LI a L =006 w� ®� z v � � g Uaera e- w L- O O aws g Z, N Z . itz . 0 = o U w 2 w «a xaa sewn. Ili 11" LYNN� '�.. =NU.511705 0, .•'.;cLORiDP;���. "74 TONAL iEa a• A. LYNN MILLER, P.E. P.E.i 5M EXTERIOR r d x MAX. HEIGHT FLANGE FRAME MAX VENT t, DLO MAX.- --- - FIXED { DLO J i INTERIOR f SECTION C-C RTICAL SECTION, FLANGE INTERIOR VENT DLO — I+— MAX. FIXED O i— T MAX. VENT DLO MAX. WIDTH (FLANG FRAME) EXTERIOR 19 SECTION B- 17 (HORIZONTAL SECTION - XOX SHOWNIIITH FLANGE FRAME) INTERIOR MAX. FIXED DLO MAX. VENT DLO r MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR INTERIOR INTERIOR U u SILL HEAD (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) PROEJREVISED as co plying with the Florida :u g Code No 17.0411.06 =4117: No CHANGES THS SHEET. '�hJ & N y o � c 70' —O-c4i J UC $ Z v Ci r' w UUd e¢ U 49 Iw28 tKw o Z 2 u. W O oa Z ®� w-was N D ' wos o x o r ti S au ewa * : No,58705 � ice` %csS �G . �ONA�I����fE1 A. LYI�Ih A('n.[tK PE -- PF-#u7u5 -- ---- TABLL MM 4: DWG# DESCRB'TSON MATL PW 1 4102 A FLANGEPRAMEHFAD 6063-TEAL 612237 2 4025 SASH STOP STD. (ANTI = CLM 6063-T5 AL 612244 3 98 X 314 PH. PAN HEAD 7834AA 4 4053 ISASH STOP COVER ASH STOP) 6063-T5 AL 6 4136 IFLANCEFRAME SELL 6063-TE AL 64136 7 4137 ISaLADAPMR 6063-TEAL 64137 8 1 4131 JRQ=TRACK 6063-TEAL 64131 10 71298 VirWHOIECCIVER POLYPROP. 71298 12 1626 JADHEMS OPEN (MLFOAM PAD 7PADI626 13 40M A IFLANCEFRAMEJAMB 6063-TEAL 617"1 —14--4L34-- GASKEPFORMAINFRAMESI LJOINT 74134W/g 15 1155 #8 X 1.000 UAD PN.-SMS------ 78 A 16 4110 G SCREENADAPTOR 6063-TSAL —6411OG- 17 1 4054 B P77®MFEI'INGRAIL 6063HD-T6AL 64054A 19 4066 W STP..187 X 230 •FIN SEAL 64066' 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 6I2240 22 1683 WSTR 0 X.270 BACK, FIN SEAL 61693G 23 225-1 IROLURHOUSING&CME 421UHD 24 226 BRASSROLLFRWHEELS BRASS 7BRWHL2 29 4128 HORLZONTALROLLFRSASHTOP GME POLYPROP. 44128N 32 4006 D SASHMEETINGRAIL 6063HS-16AL 64006 33 1235 W STP .170 X 270 RA-M FIN SEAL 67SI6G 35 1096 SWEEP LATCH DIB-(CAST 71096 36 1016 98 X.625 PR FL, SMS 7858 37 4126 SASHSIDERAIL 6063-T5AL 64126 38 1683 IWSTP.,250 X .270 RAM FIN SEAL 61683G 39 7070 IBUL13 WEATHERSTRIP .187 X 275 67070K 40 LIFT RAII,COVERCAP 74078"C" LORR 41 4139 IF.FRANMBEAD 6063-TEAL 64139 42 4140 I.F. FRAME SILL 6063-T6 AL 64140 43 4141 IF.FRAMEJAMB 6063-TEAL 64141 50 (3LA22NGSI=NE, DOW 791 899 995ORGE7700 51 1224 V2MUAZNGBFADBUIB 6TP247W 52 1225 V M(aAZINGBPADBUIB 91W 6TP248K 53 4039 B C$AZINGBEAD - 5/16" 6063-T5 AL 64039E 54 4044 B GdAZINGBEAD-5/I6" W/GRILLKrr 6063-TSAL 644703 55 4222 A C$A2a1GBEAD-7/16" 6063-TSAL 64222 56 985 C 11C3AZINGBFAD-7/16" W/GRMLKLT 6063-T5AL 6985 59 4067 C3AZINGBEAD-13/16" 6063-TSAL 64067 60 GLASS 5/16" LAMI ll8" A .090PVB, V8" A 61 " 5/ 16' LAMI USA .M PVB U8" HS 62 V16' LAMI ll8" HS .090PVB 1/8" 63 " 7/16" LAMI 110 A .090PVB 3/16' A 64 7116" LAW /16' A .090 FVB, 3116' 65 7/16"LAMI(3/16'HS .090PVB 3/16' IXIM DWGN REV DMCEM'MN I MAIL I PCIW 66 aASS 13/16' LAMIIC3.VS"A . ,3/8"AIRSPA S/16" LAMI 1/8"A .09DPVB, 1/8"A 67 " 13/16" LAMIIGllS-A (MIN. 3/8" AIRSPA 5/16- LAMI 1/8"A .090 PVB 1/V'IM 68 n13/16' LAMIIGI/8'A WIN), 3/8" •AIRSPA 5/16' LAMI M"Ers, .090PVB ll8"HS 69 L3/16" LAMII&3/16"A 5/16" AIRSPAM 5/16' LAMI U8"A, ,090PVB, U8'A 70 nLV16"LAMIIG•3/16'A ,5/16-AIRSPACZS/16"LAvU ll8"A .090PVB,I/S"HS 71 13/16" LAMIIG3/16"A 0,flN.j 5/16" AIR SPAC Z 5/16' LAMI UB •.090PVB ll8" 72 13/16' LAMII&I/8"A WWj 1/4" AIRSPAC3y 7/I6" LAM /I6'A,.090 PVB, 3/I6'A 73 " 13/16' IAMIIC I/8"A (MIN 1/4" AIRSPA 7/16" LAMI /16'A .090PV3, 3/16"HS 74 13/16" LANffl&V8"A ., V4" AIRSPA 7/16' IAMI 3/16'HS .090PVB 3/16'HS 75 1 13/16' LAMIIG3/16"A IN.), 3/16' AIR SPA 7/16' LAbE /16 A .090PVB 3/16'A 76 13/16" LAWIG-3/16'A 04N, 3/16" AIRSPA 7/16" LA&fI /16"A ,.090PVB,3116'HS 77 13/16 LAMIIG3/16'A 3/16'AIRSPA 7/16"LAMI 16"HS..090P MO 90 1014 1 jSCRMNFRANfEQM9.&VER.)3105-1114 AL -91- -1630- — SCREEN CORNERMW/RINCH POLYPROP. 92 1631 SCRE N CIDRNEREL W/OUT-RINGS POLYPROR 93 1073 SCREEN SPRINO ST.ST— 1M PVC 94 1624 SCREEN SPLINE- .135 DIAj FOAM 95 1635 SCREEN SPLINE- .135 DIA. BARD 1W PVC 96 SCREEN • (MrTB 2.784 �.W=2 1.988 43 I,F. FRAME JAMB #4141, 6063 T6 2.710 2.624 .062 41 I.F. FRAME HEAD #4139, 6063•T6 .062 2.710 u qZ I.F. FRAME SILL #4140, 6063-TS 3.152 PRODUCT REVISED as complying with tho Florida Building Code NOA-No. 17-0411.06 Explratlon Dato 121211202 324/17: CHANGED GLAZJNG SILICONE. o Y = 0) N 4O D 0,9 z C4 z�ID -Wi tL1 co o LU wo n o 2! W U. 0 � u7 ® o"a ,+ z F N N� O = J o • pNY LYNN� �.. * : No. 58705 -� IONAL LE�.�. A LYNN MILLER, P.E RU M705 .062 1. 73 4 i L�__jj 1 1 1. 73 L_2.710----- FLANGE FRAME HEAD #4102A, 6053-T6 1 --II--.062 .490 F I. 2.710----4 O FLANGE FRAME SILL #4136,6053-T6 .as2 .437 1.46 O SASH STOP O HORIZ. ROLLER TRACK #4025, 6061 T5 — --- — - 94131--- .062 I� 1.341-1 21 SASH TOP & BOTTOM RAIL #4105, 6063-T5 2. 79 .062 1. 87 __ { 1.081 I�- 32 SASH MTG. RAIL #4006D,6063HS-T6 --{ 1,187 �— .062 3.(90 O FRAME SILL ADAPTER #4137, 6063-T8 0� I 738 O SASH STOP COVER #4053, 6063-T5 11��88�7 -�-1 s 2.784-1 t l062 1.363 062 I••+1.4034 17 FIXED MEETING RAIL_-----18--FL-ANGE-FRAME JAMB #46548,6063HO-TB #4002A 6063-T6 2. 26 1. 9 05 — _1.29r•1 37 SASH SIDE RAIL. 94126,6063-T5 r.050 I 53 GLAZING BEAD, 5/16" #40396,6063-T5 PRODUCT REVISED as complying with the Florida Sullding Code NOA-Ko. 17-0411.06 Fxpiratlon Date 12121 /2021 ey Miaml-Da roduct Contro 3124H7: NO CHANGES THIS SHEET. o = Lu � ' p o O o 0 N09 ® 9 0 w U 050 I ���'% �.�ptaY�LYNH'�iee 050 .678 �i LC 876 .050— 6 050I = i No.5g705 *^ 1 ILL I I I'678 1.115 �+----� 1 I T—I i 1.097 s j : Q '. $ F �.' 54 GLAZINGBEAD, EAD, 5/16" O94044B, 55 GLAZING BEADI7/16" O #4222A, 6063 T5 56 GLAZING BEAD, 7/16" O #985C, 6063-T5 59 GLAZING BEAD, 13/16" O #4087, 6053-T5 =�01.. nTE ��� 6W3-T5 (USED W/ GRILL KIT) (USED W/GRILL KIT) �i S' ........., '',S;ONA! SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR*SHIM �r SEE, J3LE, SHEETTABLE. SEEANCHOR TABLE, SHEET 11xWOOD BUCK,NOTE1AXAX. SEEANCHOR 1 14" MAX. SHIM 13/8" MIN. SEEANCHOR TABLE, SHEET 1 2x WOOD BUCK, NOTE 1 .-4$EE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE,SHEETI EF 0 SEEANCHOR TABLE, SHEET 1 HEAD 2x WOOD BUCK, NOTES: NOTE 1 1 318" MIN. 1. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 110. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 110 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. TO METAL* THE METAL STRUCTURAL MEMBER SHALL BE OF A MAX.2. FOR ATTACHMENT SIZETO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THATS14OWN SHIM IN THESE DETAILS FOR 2X WOOD BUCKS. DETAIL B 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 4.0.131" DIA. MIN. X 2 1/2" NAIL ATCORNERS-AND-5" O.C. TYPICAL DETAILS G, H & I. 4 1/4" MAX SHIM ---� I SEEANCHOR INTERIOR I TABLE, SHEET 1 Q (JAMB DEXTER ER, F & 1) 2-1/2" MIN. EMBEDMENT SEE ANCHOR I a EXTERIOR INTERIOR TABLE, SHEET 1 / SEEANCHOR ( HEAD &ILL DETAILS A, B, C. D, & H) ----� -- TABLE,SHEETI 1x WOOD BUCK NOTE 1 DETAIL F 1/4" MAX. —[SHIM �- • i T SEE ANCHOR TABLE, SHEET 1 SEE .... ANCHOR TABLE, SEEANCHOR 2x W SHEET 1 TABLE, SHEET 1 B I, DETAIL C ,yNC SEEANCHOR TABLE, SHEET I 1/4" 41 I MAX. —� SHIM �•--T- SEE NOTE 4— "O 1 3/8' MIN. SEE ANCHOR TABLE, SHEET 1 DETAIL D 2-1/2" MIN. EMBED i SEE NOTE 2-1/2" MIN. EMBED DET- 8(LL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-0411.06 Expiration DDaaattaa/a 12/21/2021 By l 324/17: REVISED NOTES TO COMPLY WITH NEW ANCHORAGE. ADDED NOTE 4. LEJ m = �f 7 N a B c) 0C. O �3 C7 N wo D' ;z �° O o 2 Z N l!J C it U All �Wv onto 2�o �yv O Z v $ W y LL O ®� Z as ZF OtV O z, Z W C� clog o �i = � `,t11u, nriirr' LYNN� .* No.58705 lil I%NG A LYNN MILLER, RE Pa# 59705 TABLE 5• Maximum Design Pressure, DP (pst) XO cr OX Owmll Width Ovamll He19K Ghee Type p, BCH C, 0, E, F, !, J. K L 3r Z6' 1 + -75.0 +75.01.75.0 48' 53-1/8• +780 I -75.0 +75.0 / -75.0 +76.0175.0 +75,0 / •75.0 60" 68' +75.01-75.D +75,0 / .75.0 +75.0 / -7i0 +75A 1-75.0 72' 74' +75.0 / -75,0 +75.0 / -75.0 +75.0 / • 55.0 +75.01 -75.0 37' 3V. +75.0 / -76.0 +75.01-75.0 48' 63•Y,8' +75.01-75.0 +75.01-75.0 +75.0 / -75.0 +75.01-75.0 80' 88' +76.0175.0 +75-0 / -75.0 +75.01-75.0 +75,01-75.0 72' 74' +75.01.76.0 +75.01.75.0 +76.0 / 75.0 +75.0 / -75.0 37' 33-B' +75.0 / 75.0 +75.0 / -75.0 48' 53-1/8' +75.0 / 75,0 +75.01-75.0 +75.0 / 76.Q +75.0 / -76.0 8T or +75.0 / 75.0 +75.01.75.0 +75.0 / 75.0 +75.0 f -75.0 72' 74- +75.0 / -75.0 +75.0 / -75.0 +75.D 1-76.0 +75.0 / NO 4 48- +78.0 / .75.0 +75.0 / 75,0 +75.0 / -75.0 60' • +75.0175.0 +75.01-75.0 +75.0 / -75.0 68' -7T- 74- +76.0 / -75.0 +75.0 / -75.0 -+75c04 -75A- -+75:0/ =75.0 - +75.01 76.0 +75.01-75.0 379 50-618' +75.01-75.0 +75.0 / 76.0 48' 53-1/8' +76.D 1-75.0 +75.01-75.0 +75.0 1-75.0 +75.0 / -75.0 60• or +T5.01-75.0 +75.01-75.6 -75.01.75.0 +T5.0 / -75.0 7T 74• +75.0 / 75.0 +75.01-75.0 +75.0 / 45.0 +75.01-75.0 3r S4' +75.0 / -76.D +76.01.75.0 '48- 53.1/8" +75.01-75.0 +76.0 f -75.0 +75.01.75.0 +75.0 / -75.0 60' 68' +75.0 ! -75.0 +75.0 r 75.0 +76.01-75,0 *75.01 75.0 7Z 74' +76.0175.0 +75.0 175.0 +75.01-75.0 +76.01 75.0 37• Bw +78.01.75.0 +75.0 /-75.0 48' 53.1/8' +76.01-76.0 +75.0! 76,0 +75.0/76.0 +7SA! 75.0 80• 86• +75.0 / 75.0 +75.0 / -75.0 +74.Z / -74.2 +75.01-75.0 72' 7 +69.6 / Sg.6 +75.0 / 75.0 +88.11-68.7 1 +75.0 / 75.0 37' or +75.0 / -76.0 +75.01-75.0 4V 53.118• +76.01-75.0 +75.01-75.0 +76.0 / -78.0 +75.01-76.0 60" 86' +75.0 / 75.0 +15.01 J5.0 +70.21.702 +76.01.75.0 72• 74• +852 552 +75.01.75.0 +83.81.63.6 +75.0 / 75.0 FOR ANUMUKAGt Stt SMIM I V. TABLE 6: Maximum Design Pleasure, OP (pst) XOX,1/3.113 -1/3 o,6ral1 I UemO I Glaee Type Width Height 0. B. C. G. H. I 10. E, F. 38- 46' Nfly 54- 00- or 10. Maximum Design Pressure, OP (Psf) XOX,1/4-12.1/4 Dwell Width warall Halom MSG Typo A. B, Q H C, I D, E, F, J, K 53-1/6' 6D• 26" +50.0 -Mo +0 .0 + - .0 +60.0/-no +60.01.80.0 +76.0175.0 74' 54- +60.01-80.0 +60.0 / -60.0 +60.0 / 50.0 +60.0 /-60.0 +50.D / 50.0 +60.0 /-60.0 +76.01.76.0 +76.0 ! -75.0 +7i0 /-75.0 w 1063/8" +80.0 / 50.0 +60.01-W.0 +75.0 / 75.0 1o8' 111' +60.0!•60.0 +60.01-00,0 +75.01-75.0 +60.0 ! 50.0 +60.01-60.0 +75.0 / 76.0 63-1/6- �, +6D.01-MO +60.0 / -80.0 +75.0 / 75.0 60' 74' +60.0 / -80.0 -60.0 / -80.0 +75.0 / 7S.0 +60.01-Mo +W.01.60.0 +75.01-75.0 84' 98• Y08 ww 4Ko 1-00.o +W.0/.no +60.0 /.60.0 +60.0 /.60.0 +60.0 -60.0 +60A / •60.0 +)5.0l 76.0 +75.0/75.0 +75.0 / 75.0 108' Ytt' +60.01-00.0 +60.01-mo +60.01-W.0 +00.0/-60,0 +T5.0/-75.0 +75.01-75.0 SM/8' 38�0• +60.0/50.0 +8Q01-00.0 +T40/ 75.D 60' 74` no I.60.0 +no!50.0 +50.0 i -nD +80.0 / -80.0 +no/.80.0 +60.01-60.0 +75.0 / -75.0 +75.01-76.0 +75.01.75.0 64' 98' 1o631W +60.0 / -60.0 .+80.0 / .60.0 +75.01 75.0 +60.01-Mo +60.01ED.0 +75.01-73.0 108• 111• +80.01-no +60.0/-60.0 +T&D1-75.0 +60.01.80.0 +80.01-00.0 +75.D 1-75.0 53.1111' +60.01-80.0. +60.0/-00.0 +76.0/-75A 61r _74'__ +60.01-00.0 +60.01-0W.0 +75.01-75.0 +no 1.60.0_ _+60.0 L-60.0_ 775.01_-75.0_ . _ S4• +80.0l A0.0 +60.0/50.0 +75.01-75.0 96" 10"r 108• Ill, 4:5Y /50.0 +60.01-no +75.01-75.0 +60.0 0 +71A 1-75.0 +W.O 1.60.0 •+60.01.80.0 I +eo o 150.0 1 +50.0 / 50.0 +75.0175.0 +T5.01-76.0 53-1/w 60' � +60.0 / -60.0 +60.0 / 430.0 +75.01-75.0 +60.0/-no +80.0/-W.0 +75.0/ 75.D 74" 4" +60.0 / -00.0 ++60.01-no +60.01-60.0 +80.0140.0 +76.0 / 75.0 +75.0175.0 98' laoale' 108' .... +60.0 /.60.0 +60.0 / •60.0 +75.0 / 75.0 .noI-no +6D.01-80.0 +75.01.75.0 +60.0/.i0.0 +KD 1..60.0 +75.0176.0 +60.01.80.0 +60.0/.60.0 +7&0/-75.0 53.1/8' +60.01-80.0 +80.01.60.0 +60.D 1-00.0 +60.0/-00.0 +7ti.0 / 75.0 +75.0175.0 60' 74• +50.01-no +800/410.0 +7&01.75.0 84 +60.0 /-00.0 +60.01-W.0 +75.0 / 75.0 as. tw1w 108' 111" +90.0 / -60.0 +60.01-80.0 +75.01-75.0 +60.01-00.0 +600 / -00.0 +76.0 / -75.0 +60.0 1-60.0 f +60.0/50.0 +75.D/ 75.0 +595I.W.5 1 +60.01-60.0 +75.0! 75.0 531/8' 80• W„ +60.01-00.o +60.0/.80.0 +76.0/ 75.0 +60.01-Mo 4nO1.60.0 +7S0/-75A 74• 84• +60.01 80.0 +T0.01 80.0 +75.0 / •75.0 +80.0 /:9 .0 +60.0/ 50.0 +75.01.75.0 g8' 1083/8' 108' 111' +68.B l S6.0 +60.0 / -00.0 +75.01-76.0 +552 / 65.2 +60.0150.0 +75.0/-75.0 +54.5 / 54.8 +00.01 •W.0 +75.0 / -75.0 +53.6 / 53.6 +=O I/ r.0 +75.01-75.0 63.116' �, 460.01-Mo +80.0/-BOA +76.0/-75.0 6D' 74' +60.0/•60.0 -no 1•80.0 +75.0/.75.0 +eD.0150.. +50.0 f -80.0 +76.01.75.0 6/• 98' 1083l8' lair 111' +84o/.W.O +%oI- 0.0 +T5.0/-76.0 +662158.2 +60.0/-60.0 +7SA/-73.0 +SZ3 / 523 +KO1-80.0 +75.0 r-75.0 +51.7151.7 +60.01.80.0 +75.0/-76.0 +50.9 / -50.9 -60.01-80.0 +7S01.75.0 FOR ANCHORAGE SEE SHEET 11. GLASS TYPES: A. 5/16- LAM[ - (1/8" A,.090" PVB,1/8" A) =-118�Ati090 i 1C$T-b18�k1 5/16';LAM1,1!18' HS,.090' PVB, 1/8- HS•(3fA'6a'k-09 E. 7/16" LAMI - (3/18" A,.090" PVB, 3/18- HS) F. 7/16- LAMI - (3/16" HS,.090' PVB, 3/16' HS) G. 13116" LAMI IG -118" OR 3/16' A (MIN.), 5/16' OR 3/8" SPACE, 5/1 B" LAMI - (1/8" A,.090" PVB, 118" A) H. 13116" LAMI IG -118- OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5116" LAMI - (1/8" A,.090" PVB, 1/8" HS) I. 13/16" LAM[ IG - 118.OR 3116" A (MIN.), 5/16" OR 3/8" SPACE, 5116' LAMI - (1/8" HS,.090" PVB, 118- HS) J. 13116" LAM[ IG -1/8" OR 3/16" A (MIN.), 3118" OR 1/4" SPACE, 7116" LAMI - (3116- A,.090" PVB, 3/16' A) K.13116" LAMI IG -1/8" OR 3/16- A (MIN.); 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090" PVB, 3/16" HS) L 13/16" LAMI IG -118' OR 31I6' A (MIN.), 3/16" OR 1/4" SPACE, 7/16- LAMI - (3/16- HS,.090" PVB, 3116" HS) NOTES 1) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT V FROM TABLE SIZE DIMENSIONS. 3) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 4) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. I PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Oate 12/21/2021 3R4117: UPDATED TABLE rO o 3 j� of y. N 0 O Z u 8 aE W a z Lu r L) CD u e U lij F' z D Q niu,0 C5 ¢ cum J O O ,a a Z 2 N O rn z. 0 0 nm. Z o t7 r: O J Q W 0 = .ar sn '�. No.587M *= NAL PA 587M5 Anchor ouandfles, XO or OX wtlh CAes6 TYP6b A, B, C, G, H 8 I O,ere1 WIAh 0%va1: HapM ArcW6103PA MdW Or"a Anchor Cra4C f;NW & Sil ljatnb Hmd &SI1 Jatrh H®d &Se2 Jm b 37" 2C '1+C2+1 2 1 1+131+1 Z 1+C2+1 2 49, 53.1ff" 1+(2+1 2 1+C2+/ 2 1+C2+1 2 1+¢+1 2 1+C2+1 2 1+Q+1 2 60' 1+C2+t 2 17C91 2 1+C2+1 2 W 1+C2+1 2 W2-1 2 1+C2+1 2 77 74, 2+C2+2 2 1+C2+1, 2 1+(20 2 2+C2+2 2 1+C1+1 2 1+C2+1 2 3r 37 1+C2+1 2 1+(2+1 2 i+t2+1 2 48' 531/B• 1+C2+1 2 1+(2+1 2 1 1+C2+1 2 f+(2+1 2 1+C2+4' 2 1+C2+1 2 6w 1+¢+1 2 1+Q+1' 2 1+¢+1 2 W 77 t+C2+1 2 1+(20. 2 '1+C2+1 2 2+¢+2 2 1+02+1 2 i+0+1 2 _ 74^ 2+C2+2- Z -r¢+t- -2- --02+1- z- 3r 1+{2+1 2 1+¢+1 2 1+C2+1 2 48' 53.yg• 1+a+1 2 1+G+1.. 2 1+C2+1 2 i+¢+i 2 1+C2 2 1*12+1 Z W383b" 1+(2+1 2 1+C2+1 2 ' +7C 2 08" 1+M+1 2 1+Cz+1 2 i+C2+1 2 72' 74' 2+¢+2 2 7+C241 2 1+C2+1 2 2+ 2+2 2 1+C2+1 2 1+C2+1 2 3r 4B f+ at 1+¢+1 3 1+C2+1 3 41r y+f2+ 9 1 i+C2+1 3 1+C2+1 3 5311W "`9' 1+t2+1 3 i+C2+1 3 SC 1+¢+1 3 1 1+C2+1 3 1+C2A 3 80' 1+¢++1 3 1 1+¢+1 3 1+C2.1 3 72' 74• 2+¢+2 3 1+CZ+1" 3 ',+¢+1 3 2+¢+2 3 I+¢+i 3 1+12+1 3 3r SOSfS' 1+C2+1 3 I# 2+1 3 4+C2+1 3 Or 53119' 1+C2+1 3 1+t2+1 3 1+C2.1 3 1+C2+1 3 1+(2+1 3 1 1+C2+1 3 60" 1+¢+1 3 1+¢+1 3 1+C2+1 3 6T 1+C�+i 3 1+12+1 3 1+C2+1 3 72' 74• 2+0+2 3 1+12+1 3 1+C2+1 3 2+0+2 3 1+L20 . 3 i+C2+1 3 3r 54' t+r,2+1 3 1+¢+1 3 1+C2+1 3 49' 53118' 1fCz+4 1 3 1+C2+1 3 f+C2+1 3' i<2+1 3 1r¢+1 3 1+C2+1 3 tXf t+C3+1 3 113N, - 3 !f+C2+1 3 68' 1+C3+1 3 1+¢+1 3 t+¢+1 3 7Z' 74, 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+¢+1 3 1+C2+1 3 3r ar 1+L2+1 3 1+¢+i 3 1+C2+1 3 4r 531f0" 1+C3+1 3 1+(2+1 3 1+C2+1 3 1+Ci+1 3 1+ 2+1 3 1+C2+1 3 6T 1+C1+1 3 f+C2+1 3 1+C2+1 3 W 1+0+1 3 1+¢+1 3 4+C2+1 3 7r 74" 2+C3+2 3 1+M+i 3 t+C2+t 3 2+C7+2 3 1+C2+1 3 1+C2+1 3 37' BY 1+CZ+f 3 1+(2+1 3 1+C2+1 3 qg• 53V8' f1P I+C3+1 3 1+(2+1 3 1+C2+1 3 1+43+1 3 1+C2A 3 1+C2+1 3 i-C3+1. 3 1+¢+1 3 I+C2+1 1 3 8G' 1+C3+1 3 I+¢+1 3 i-C2+1 3 72' 74" 2+C3+2 3 1+C2+1 3 I+¢+1 3 243+2 3 1+¢+1 3 1+C2+1 3 Anchor Quantities, XO or OX with Won Types D, E, F, J. K & L Or+elt Width C,asaa WIgIA AroMrt3ocoA Head & 611 .Imes AW-Or—a Head & SM Junb Anchor G111-0 Hand & Sig Jamb 3r 26, 1+C2+1 2 1+02+1 2 1+C2+1 2 46' 33.1f0• 1+C2+1 2 1+C2+1 2 1+C2+1 2 t+C2+1 2 1+02+1 2 1+C2+1 2 Sir 1+C2+1 2 t+C2+1 2 1+C2+1 2 66' i+C2+1 2 1-0241 2 1+C2+1 2 7Z' 77 2+C2+2 2 1+C2+1 2 1+Cz+1 2 2+C2+2 2 1+C2+1 2 1+02+1 2 3r 38• 1+C2+1 2 1+C2+1 2 t+C2+11 z 48• 53-11W 1+C2+1 2 1+C2+1 2 1+t2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 so' 1+C2+1 2 t+t2+1 2 1+C2+t 2 W 1+C2+1 2 1+02+1 2 1 1+C2+1 2 72" 2+Q+2 2 t+C2+1 2 1 1+C2+1 2 2+02+2 2 1+C2+1 2 NC2+t 2 37' m-yr I+C2+1 2 1+C2+1 —2 —1+CZ+1— —2- 48' SKI 1+C2+1 2 1+f2+1 2 t+C2+1 2 1+(2+1 2 1+f2+1 2 1+C2+1 2 ar 1+C2+1 2 1+C2+1 2 1+C2+1 2 ee' 1+C2+1 2 1+C2+1 2 1+C2+1 2 77 74' 2+02+2 2 i+C2+1I 2 t+C2+1 2 2+C2+2 2 1+CZ+1 2 1+t2+1 2 37' 48• 1+CZ+1 3 1+C2+1 3 1+C2+1 3 4W 53.7l8' 1+C2+1 .3 1+C2+1 3 1+C2+1 3 3 1+C2+1 3 t+C2+1 3 80• 3 1+C2+1 3 1+C2+1 3 6W g2=41=+2 3 1+C2+1 3 1+C2+4 3 72' 74• 3 t+C2+1 3 1+C2+1 3 2 3 1+C2+1 3 1+C2+1 3 3r 60$fa• 1+C2+1 3 t+C2+1 3 I+C2+1 3 4a' 5311f8• 1+C2+1 3 1+C2+1 3 1+C2+1 3 i+C2+1 3 1+C2+1 3 1+C2H 3- 80' 68• 1+C2+1 3 1+¢+1 3 1+C2+1 3 I+C3+1 3 1+C2+1 3 1+C2+1 3 7r 74' 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+tl+2 3 1+C2+1 3 1-02+1 3 371 se 1+C2+1 3 1+f2+1 3 1+02+t 3 48' 53-01a• 1+C2+1 3 1+C2+1 3 1+t2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 80• 88' 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 9 1+C2+1 3 1+C2+1 3 7T 74' 2+C3+2 3 1+¢+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+12+1 3 3r W, 1+C21 3 1+C2+1 3 1+C2+1 3 4tY 531l8' 1+CS+1 3 1+C2+1 3 i+C2+f 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 BO' 1+C3+1 3 1+C2+1 3 1+C2+1 3 68• 72' 74• 1+CS+1 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 /K2+1 3 3r BY 1+C2+1 3 1+t2+1 3 1+C2+1 3 48' 53.1f8' 1*61+1 3 1+G2+t 3 1+CZN 3 1+C3+1 9 1+C2+1 3 1+C2+1 3 Be. 1+12+1 3 1+C2+1 3 1+C2+1 3 68' t+tl+1 3 1+C2+1 3 1+C2+1 3 72 2+(S+2 3 1+C2+1 3 1+C2+1 3 74" 2+Q+2 3 i+C2+1 3 1+CZH 3 TABLE KEY: 0 X 1+C2+1 -3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON THE MEETING RAIL PLUS (1) ANCHOR AT OPERABLE VENT AND FIXED SECTION. (4) ANCHORS TOTAL AT HEAD AND SILL (4" MIN. O,C. ANCHOR SPACING) 3/4" MAX {----r ---.-jl1�-d�MIN., 10-1/2" MAX. 9" MAX. I-` v 11 n 1 MTG. RAIL ' EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX, FROM CORNERS, JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration note 12/2112021 3/241177 UPDATED TABLE & ELEVA710N. L1J N COuQl 2 3 C3 0 0 c7 7 to N 0 IJL C) a. Z�a W 'C 99 — H Z w!' AL1G M O Z v J 0 0. sn m ® -J F � Ae1ta a €q ' 00 N O Z O y} i- o: O = 0 h Q LYN& .,. UCEN i No.36705 13 1 a ,kF.VTTR ��. �.'SzCNAL; fffI11I1111N A. LYNN MILLER P.E.