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' T reasure Harvey E.Koehnen 7205 Elyse Circle C oast Professional Engineer#32831 P S L Florida 34952-8212„ B uilding Architect#AR0009471 PHONE(772)466-5509 E ngineers, Certified General Contractor#CGCO24776 FAX(772)489-3035 Inc. E-MAIL:hkoehnen@tcbeweb.com Contractor "J 5 / Owner IG�� tZJ-2s Date -G I &1[ -7 Job Address &:�3eP4 M P tJ1\4 114 4 (A)P,y METAL ROOFING_ � V Z P-0M r MX7',G-5 24-CA' NEW ROOF RE-ROOF X REPAIR AREA Z Lo_S Q I• META! ROOF PLAN 'VVW, zo 2l i ^?3 © / * R m Ve x' in ro fm g t p13 wc+d S 2 " R01R01i c46 rqf n I 9/3 C X nA C nyewit ±Q.c.i t er As Id o t its es ASCE 7-10&FBC 2014 5th Edition ENCLOSED BLDG SEMI ENCLOSED BLDG OPEN PART 2 LOW RISE C&C SIMPLIFIED IRISK CAT 2/V= EXPOSURE_ G /X=_�Kzt=1.0/h 15/-4- /12,PITCH ROOF SYSTEM S V ft9A PL1.7 p-2-Z-, I --- ZONE 1P@ @ h=30 = X - PSFx0.6= _30,"7 ZONE 2P@ � a=0.6 - ` 9L:5. ZONE 3 P @ @ h=30 = X = PSF x 0.6= 781 a= 3kXeq' MAX DESIGNPRESSUREPER NOA_ DECKTYPE JULY(/fid �D THICKNESSP"'�/: V },At C-4., : `•r BASE SHEET NO.OF PLIES FASTENER TYPE SPACING 7 p0 PLY SHEET NO.OF PLIES FASTENER TYPE SPACING . 1j TOP PLY NO.OF PLIES FASTENER TYPE SPACING INSULATION BASE LAYER TYPE SIZE ? TYPE OF FASTENERS: SPACING FIELD PERIMETER CORNERS INSULATION TOP LAYER TYPE SIZE TYPE OF FASTENERS/OX �fY�' ti 9-A 14LV_0 ,,4sz95Na45e DRIP EDGE SIZE 3�l X -J DRIP MATERIALZk4A FLASHING MATERIAL FASTENER SPACING FOR METAL ROOF PANELS: FIELD ( �� PERIMETER_1'7:' CORNER, Z T reasure Harvey E. Koehnen C oast Professional Engineer#32831 -B uitding Architect#AR0009471 -E'ngineers, Certified Genera L.Contractor#CGCO24776' - Inc. These tables Are For Roof Coverings Roof coverings Installed on Buildings with a -Mean Roor,Helght of Nor Less Located in Exposures B, C or D 'Table R301.2P�I6uic.5�z,5-f A5cG 7-16) GOMPORENTS AND CLADDING WORST CAST=DESIGN PRESSURE JPSF]. , 160 Exp B 160 Exp]C�� 160 Exp C 160 Exp D 160,Exp D one st . (Two story") (One story)(Two story") Roof>0 to 7 degrees Zone 1 -27.6 ''"=33. -38.7 -40.6, 45,9 7degrees=1112112 pitch Zone 2 -46.4 -56,2 -65.0 -68.3 Zone 3 -69.8 . -84.5 -97.7 -102.7 -115.9 I.Poof>7 to 27ed grees Zone 1 -25.3 -310.7 -35.5 -37.2 :42 SV 27 degrees=6/12 pitoh Zone 2 -44.1 -63' ' -61.8 -64.9 7$.3 done 3 -65.1 -78.8 -91.2 -9-5.7 108;1 Roof>27 to 46 degrees Zone 1 -27.8 -33.7 -40.0 -40.1 "-46:2 45 dBdre23=12115 niton Zone 2 -3?.! 39 3 -'c.d 47.7 -53.3 Zone 3 -32. -39.3 -45A -47,71 -53.8 .150 Exp B 150 Exp G 150 Exp C 150 Exp D 150 Exp D One story) (tyro story*) (one story=) (two story) Roof>0 to 7 degrees Zone 1 -24.3 -29.6 -34.1 -35.8 40.4 7degrees,=:11/2M pitch .Zone 2 -40.8 -49A -57.2 -60.0 -67.8 Zone 3 -61.4 -74.3 -86.0 -90.3 -102.0 -Roof>7 to 27 degrees Zone 1 -22.2 -26.9 -31'.1 -32.7 -36.9 27 deQrees=6/12pitch Zone 2 -Z8.7 -46.9 -54.2. -56.9 -64.3 Zone 3 -57.3 -69.4 -80.3 -84.3 -95.2 t ,Roof>27 to 45 degrees Zone 1 -24.3 L29.5 -34.1 -35.8 -40.4 45 degrees=12/12 pitch Zone 2 -28.4 -34.4 -39.8 -41.8 -47.2 Zone 3 -28.4 -34.4 -39.8 -41.8 -47.2 Ona story*-one story building with a maximum mean roof height of 15 feet Two story*=two story building with a maximum mean roof height of 30 feet -If-allowed by the Mianii Dade N.O.A or Florida Product Approval•,any systEm.that does-riot meet the mlhlrnum components and cladding pressures for the area that the building is located per this form may require a Florida licensed endlneer to revise the fastener spacing - T c B E,Inc. 7205 Elyse Circle PHONE (772)466-5509 Port Saint Lucie FAX (772)489-3035 Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com WEB srrE http://wm.tcbewebicom i C oast Professional Engineer#32831 P 5 L Florida 34952-8212 L {, G 14,10,e rX B uilding Architect#AR0009471 PHONE(772)466-5509 E ngineers, Certified General Contractor#CGCO24776 FAX(772)489-3035 Inc. -E-MAIL:hkoehnen@tcbeweb.com Contractor ZeL-i i nJ S Owner R lz jj&ayC Date A-7 Job Address _&gD 4 m ok-1JIJ/ A14 fi./A,(- BUILT UP NEW ROOF RE-ROOF RECOVERING REPAIR AREA BUILT UP ROOF PLAN ;lit T C a 4TH 111 . 11H ASCE 7-10&FBC 2014 5th Edition ENCLOSED BLDG Y SEMI ENCLOSED BLDG OPEN PART 2 LOW RISE C&C SIMPLIFIED RISK CAT 2/V= EXPOSURE C/A=_/Kzt=1.0/h=��12 PITCH/MEAN PARAPET ht_r ROOFSYSTEM W46 NOA- ' G R t(p ZONE B @ h=30 = X = PSFx0.6=-'3!:'•+ t; ZONE 2 B @ h=30 = X = PSF x 0.6= '27 a= ►' 01 _. ZONE 3 B @ h=30 = X = PSF x 0.6 a= , , MAX DESIGN PRESSURE PER NOA DECKTYPE h.''<w0ap THICKNESS BASE SHEET V1 Pt-1 rn�,,, fjJk51-90:4 b--hA NO.OF PLIES J �, J 11. FASI&HF.RS/BONDING fLr% P' FASTENER SPACING FOR ANCHOR/BASE SHEET ATTACHMENT: , Field="cc @Lap,#Rows @_"oc Perimeter:="oc @Lap,#Rows_@=cc Corner: ^'oc@L #Rows @_"oc INSULATION BASE LAYER TYPE SIZE TYPE OF FASTENERS/OR BONDING MATERIAL INSULATION TOP LAYER TYPE SIZE TYPE OF FASTENERS/OR BONDING MATERIAL NUMBER OF FASTENERS PER INSULATION BOARD: Field Perimeter Corner PLY SHEET NO.OF PLIES TYPE OF FASTENERS/BONDING TOP PLY �vr � NO.OF PLIES I TYPE OF FASTENERS/BONDING = 04-P f+ta4ZJ1J4r.- .rvR fV. 0 1^s ` - _ ; , - .�;, , •�.�� ;r �- �: oar ,`. .,., BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map Links ! Search Florida *Product Approval USER:Public User '^u d. ,pr Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17022-R5 a1 - Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Extreme Metal Fabricators,LLC. Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 tara@extrememetalfabCicators.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 2-8034 richa 87emfab. \,(� richard@emfab.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the James L. Buckner, P.E. @ CBUCK,Inc. Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By Steven M. Urich, PE s Validation Checklist-Hardcopy Received Certificate of Independence FL17022 R5 COI CertOflndeo.odf Referenced Standard and Year(of Standard) Standard Year TAS 125 2003 UL1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Y ' Product Approval Method Method 1 Option D Date Submitted 04/20/2016 Date Validated 04/20/2016 Date Pending FBC Approval 04/24/2016 Date Approved 06/08/2016 Date Revised 10/21/2016 Summary of Products FL# Model,Number or Name Description 17022.1 (1) 5-V Crimp 26 gauge steel,lapped roof panel,mechanically attached to wood deck with exposed screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R5 II 1 5VCrimo 26oa WoodDeck EVALREPORT.Ddf Approved for use outside HVHZ:Yes Verified By:James L! Buckner,' P.E. @ CBUCK,Inc. P.E.#31242 Impact Resistant: No Created by Independent Third;Party:Yes Design Pressure:+N/A/-228 Evaluation Reports Other:Refer to evaluation report for conditions and FL17022 R5 AE 1 5VCrimo 26oa WoodDeck EVALREPORT.pdf limitations of use. Refer to manufacturer's installation Created by Independent Third Party:Yes instructions as a supplemental guide for attachment. 17022.2 (2)5-V Crimp 0.032"aluminum,lapped roof:panel,mechanically attached to wood deck with exposed screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R5 II 2 5VCrimo 032A1um WoodDeck EVALREPORT.odf Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E.@ CBUCK,Inc.P.E. #31242 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure:+N/A/-168.5 Evaluation Reports Other: Refer to evaluation report for conditions and FL17022 R5 AE 2 5VCrimo 032A1um WoodDeck EVALREPORT.odf limitations of use. Refer to manufacturer's installation Created by Independent Third Party:Yes instructions as a supplemental guide for attachment. 17022.3 (3) 1.5"Mechanical Seam 1.5"rib height, 16"wide,24 gauge steel,standing seam roof panel mechanically attached to wood deck with clips and screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R5 II 3 '1.5 Approved for use outside HVHZ:Yes MechSeam 24ga WoodDeck EVALREPORT.Ddf Impact Resistant: No Verified By:James L.Buckner,P.E. @ CBUCK,Inc. P.E. #31242 Design Pressure: +N/A/-191 Created by Independent Third Party:'Yes Other:Refer to evaluation report for conditions and Evaluation Reports limitations of use. Refer to manufacturer's installation FL17022 R5 AE 3 1.5 instructions as a supplemental guide for attachment. MechSeam 24oa WoodDeck' EVALREPORT.odf Created by Independent Third Party:Yes 17022.4 (4) 1.5"Mechanical Seam 1.5"rib height, 16"wide,0.032"aluminum,standing seam roof panel mechanically attached to wood deck with clips and screws. Limits of Use Installation Instructions 1 Approved for use in HVHZ: No FL17022 RS II 4 1.5 V Approved for use outside HVHZ:Yes MechSeam 032A1um WoodDeck EVALREPORT.Ddf Impact Resistant: No Verified By:James L. Buckrier,P.E.@ CBUCK,Inc.P.E.#31242 Design Pressure: +N/A/-191 Created by Independent Third Party:Yes Other: Refer to evaluation report for conditions and Evaluation Reports limitations of use. Refer to manufacturer's installation FL17022 R5 AE 4 1.5 instructions as a supplemental guide for attachment. MechSeam 032A16m Woodbeck EVALREPORT.odf Created by Independent Third Party:Yes 17022.5 (5) 1"Nail Strip 1"rib height, 16"wide,.26 gauge steel,standing seam roof panel mechanically attached to wood deck with screws. Limits of Use Installation Instructions' Approved for use in HVHZ: No FL17022 R5 II 5 SNailStriD 26oa WoodDeck EVALREPORT.odf Approved for use outside HVHZ:Yes Verified By:James L. Buckner,P.E.@ CBUCK,Inc.P.E.#31242 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: +N/A/-97.25 Evaluation Reports Other:Refer to evaluation report for conditions and FL17022 R5 AE 5 1NailStr1p 26oa WoodDeck EVALREPORT.pdf limitations of use.Refer to manufacturer's installation Created by Independent Third Party:Yes instructions as a supplemental guide for attachment. 17022.6 (6) 1"Nail Strip 1"rib height, 16"wide,0.032"aluminum,standing seam roof panel mechanically attached to wood deck with screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R5 II 6 1NailStriD 032Alum WoodDeck EVALREPORT.Ddf Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E. @ CBUCK,Inc.P.E.#31242 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure:+N/A/-78.5 Evaluation Reports Other:Refer to evaluation report for conditions and FL17022 R5 AE 6 INailStriD 032Alum WoodDeck EVALREPORT.odf limit ions of use. Refer to manufacturer's installation Created by Independent Third Party:Yes instructiqns as a supplemental guide for attachment. 17022.7 (7) 1.5"Nail Strip 1.5"rib height, 19"wide,26 gauge steel,standing seam roof panel mechanically attached to wood deck with screws. Limits of Use Installation Instructions Approved for use in VHZ:No FL17022 R5 II 7 1.5NailStriD 26ga WoodDeck EVALREPORT.odf Approved for use outs a HVHZ:Yes Verified By:James L. Buckner,P.E. @ CBUCK,Inc. P.E.#31242 Impact Resistant: No Created by Independent Third;Party:Yes Design Pressure: +N/A/-63. Evaluation Reports Other:Refer to evaluation repo for conditions and FL17022 R5 AE 7 1.5NailStriD 26ga WoodDeck EVALREPORT.pdf limitations of use. Refer to manufa rer's installation Created by Independent Third'Party:Yes instructions as a supplemental guide attachment. 17022.8 (8) EMAX Rib 29 gauge steel,lapped roof panel mechanically attached to wood deck with exposed screws: Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R5 II 8 EMAX Rib 29ga WoodDeck EVALREPORT.odf Approved for use outside HVHZ:Yes Verified By:James L. Buckner„P.E.@ CBUCK,Inc.P.E.#31242 Impact Resistant:No Created by Independent Third'Party:Yes Design Pressure: +N/A/-146 aluation Reports Other: Refer to evaluation report for conditions and FL 022 R5 AE 8 EMAX Rib 29 a WoodDeck EVALREPORT. df limitations of use. Refer to manufacturer's installation Crea by Independent Third Party:Yes instructions as a supplemental guide for attachment. 17022.9 (9)PBR MAX 26 gauge Ste lapped roof panel mechanically attached to wood deck with exposed sc ws: Limits of Use Installation Instr ions Approved for use in HVHZ:No FL17022 R5 II 9 PB Rib 26cia WoodDeck EVALREPORT. df Approved for use outside HVHZ:Yes Verified By:James L. Bu ner,P.E. @ CBUCK,Inc. P.E. #31242 Impact Resistant: No Created by Independent T d Party:Yes Design Pressure:+N/A/-119.5 Evaluation Reports Other:Refer to evaluation report for conditions and FL17022 R5 AE 9 PBR Rib 26 WoodDeck EVALREPORT. df limitations of use. Refer to manufacturer's installation Created by Independent Third Part Yes instructions as a supplemental guide for attachment. sack Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 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: Credit Card Safe Engineering Speclalty Structural EnginePrinq CBUCK,Inc.Certificate of Authorization#18064 Evaluation Report "5-V Crimp" Metal Roof Assembly Manufacturer: Extreme Metal Fabricators, LLC. 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 for Florida Product Approval # FL 17022.1 R5 Florida Building Code Sth Edition (2014) Per Rule 61G20-3 Method: 1 - D Category: Roofing Sub - Category: Metal Roofing Product: 5-V Crimp Roof Panel Material: Steel Panel Thickness: 26 gauge Panel Width: 24" Support: Wood Deck Digitally signed by James L.Buckner,P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61615-23.``�IIIIIII/!/// Prepared by: James L. Buckner, P.E.,SECB :���P�s��EB Fc �F•Q�'; Florida Professional Engineer#31242 = 'k No 31242 Florida Evaluation ANE ID: 1916 Project Manager:Youry Demosthenes LU Report No. 16-123-5V-S6W-ER T' STATE OF 9 N '•.FLORIDP.•' Date(Revises 4 15-217-5V-S64/18/16W Elt.z) ///ONA`'; \� Contents: Evaluation Report Pages 1—7 2016.04.19 11:32:32-04'00' CBUCK,Inc. - Palm Beach County,Florida Phone:(561)491-9927•Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net Mail Address:2637 E.Atlantic Blvd,#34069,Pompano Beach,FL 33062 i FL#: FL 17022.1 R5 Date: 4/18/16 EngineerIn Report No.: 16-123-5V-S6W-ER Page 2 of 7 Speclale ty Structural Enginering CBUCK,Inc.Certificate of Authorization#8064 Manufacturer: Extreme Metal Fabricators,LLC. Product Name: 5-V Crimp Product Category: Roofing Product Sub-Category Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005 (1)'(d) Product/System 5-V Crimp Roof Panel, 26 Gauge steel, 24" wide panel mechanically attached to Description: Wood Deck with screws. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Roof Panel 2. Fasteners 3. Underlayment 4. Insulation Board(Optional) Support: Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: • .15/32"or greater plywood, • or Wood plank(min.specific gravity of 0.42) Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2, applicable code sections and in accordance with manufacturer's recommendations. Performance: Wind Uplift Resistance: • Design Uplift Pressure (ASD): Refer to'Table A (Refer to"Table A" attachment details herein) FL#: FL 17022.1 R5 Date: 4/18/16 ineering Report No.:16-123-5V-56W-ER OB"I'LiCK EngPage 3 of 7 N_ Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Performance Standards: The product described herein has demonstrated compliance with: • UL580-06—Test for Uplift Resistance of Roof Assemblies • UL 1897-04—Uplift test for roof covering systems • TAS 125-03—Standard Requirements for Metal Roofing Systems Code Compliance: The product described herein have demonstrated coi mpliance with the performance standards listed above as referenced in the current Florida Building Code. Evaluation Report This product evaluation is limited to compliance with the structural requirements Scope: of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • This evaluation report for "Optional Statewide' Approval" contains technical Conditions of Use: documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout Ithe report in accordance with Rule 61G20-3.005. Per Rule 611320-3.004, the Florida Building Commission is the authority to approve products under"Optional Statewide Approval". • Option for application outside"Limitations and Conditions of Use" • Rule 61G20-3.005(1)(e) allows engineering analysis for"project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the,Code".Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to comply with Florida product approval rule (FAC) 61G20-3.This evaluation report is part of the Florida Building Commission approval for the listed code related criteria. This report by James Buckner; P.E. and CBUCK Engineering is not a design certification of code compliance construction submittal documentation, per FBC section 107,for any individual structure;site specific or permit design. • Deck shall be in compliance with applicable building code. • Design of support system is outside the scope of,this report. • Fire Classification is outside the scope of Rule 611320-3,and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade&Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA 1824). FL#: FL 17022.1 R5 Date: 4/18/16 n ine rin Report No.:4 of 7 -SV-S6W-ER Page 4 of 7 Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Components/Materials,,.//Roof Panel: 5-V Crimp (by Manufacturer): Material: Steel Thickness: 26 Gauge (min.), Panel Widths: 24" (max.) Coverage Rib Height: 5/8" Yield Strength: 50 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: • ASTM A792 coated, or • ASTM A653 G90 galvanized steel Fastener: FASTENER 1 Used for Attachment Method 1 Type: Hex Washer Head Wood Screw Size: #9 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.1 FASTENER 2 Used forAttachment Method 2,3&4 Type: Hex Washer Head Wood Screw Size: #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.1 Components/Materials: Underlayment: (by Others) Material and application shall be in compliance with FBC Section 1507.4.5.1 and 1507.4.5.2, applicable codes and in accordance with manufacturer's recommendations. Insulation(Optional): Type: Rigid Insulation Board Thickness: 3"(max.) Properties: Density: 2.25 pcf(Ibs/ft3) min. Or Compressive Strength: 20 psi min. Insulation Notes: • Rigid Insulation shall meet minimum density OR compressive strength. • Insulation shall comply with FBC Section 1508.When insulation is incorporated, fastener length shall conform to penetrate thru bottom of support a minimum of 3/16". I FL#: FL 17022.1 R5 Date: 4/18/16 O � ������ Page Report No.:5 of 73-5V-56W-ER Sen -lalty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Installation: Installation Method: (Refer to"TABLE A"below and drawings at the end of this evaluation report.) ■ Fastener Spacing: Refer to"TABLE A"Below (attached to the tops of the V's for a total of 3 screws across the width of the © panel.) ■ Row Spacing: Refer to"TABLE A"Below (along the length of the panel) ■. Rib Interlock: Lapped ■ Minimum fastener penetration thru bottom of support,3/16". ■ For panel construction at the end 'of panels, refer to manufacturer's instructions and any site specific design. TABLE"A" ALLOWABLE LOADS ME D 1: METHOD 2: METHOD 3: METHOD 4: Design Pressure(ASD)*: g -86 PSF -93.5 PSF -101 PSF -228 PSF Row Spacing: 16"o.c. 16"o.c. 8"o.c. 6"o.c. Fastener Spacing(along rows): 12"o.c'. 12"o.c. 12"o.c. 12"o.c. Fastener Size: #9 #10 #10 #10 *Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1. Install the 5-V Crimp roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. UL 580-06&UL 1897-04—Uplift Test By Architectural Testing, Inc.-West Palm Beach, FL (FBC Organization#TST ID: 1527) Report No.: D5893.01-450-18, Date: 05/02/14 Report No.: F3366.01-450-18, Date: 12/18/15 2. TAS 125—Uplift Test By Architectural Testing, Inc.-West Palm Beach; FL (FBC Organization#TST ID: 1527) Report No.: D5893.02-450-18, Date: 07/22/14 3. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID#QUA 1824) Extreme Metal Fabricators, Inc. Licensee#974 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) FL#: FL 17022.1 Rs Date: 4/18/16 �� Report No.:16-123-5V-56W-ER ng Page 6 of 7 SpeclaltLj Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 Gauge Steel) Roof Panel attached to Wood Deck Drawings 24" Maximum Net Coverage 5/811 Panel Profile Nominal 12"o.c. Nominal 12"o.c. Fastener #9 x 1-1/2"Min. or #10 x 1-1/2"Min.per Table"A" Hex Washer Head Screw Spaced 12"o.c.across the,Panel Width Panel Overlap Refer to Table"A"for Spacing Along Panel Length Deck: -15/32"or greater Plywood,or -Wood plank Typical Assembly Profile View (Typical Fastening Pattern Accross Width - Interior) FL#: FL 17022.1 R5 Date: 4/18/16 hearing Page No.:7 of 73-5V-S6W-ER M11-SICK EnQSpecialty Structural Engineering CBUCK,Inc.Certificate of Authorization#18064 Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 Gauge Steel) Roof Panel attached to Wood Deck Fasteners- #9 x 1-1/2"Min. or #10 x 1-1/2"Min. per Table"A" 5-V Crimp Roof Panel Hex Washer Head Wood Screws I \i Optional: Deck: Rigid Insulation -15/32"or greater Plywood,or Thickness 3"Maximum -Wood plank Typical Roof Assembly Isometric View (Optional) Rigid Insulation Board per Page 4 of this report TABLE"A" � ALLOWABLE LO DS METHOD 1: METHOD 2: METHOD 3: METHOD 4: Design Pressure(ASD)*: -86 PSF -93.5 PSF -101 PSF -228 PSF Row Spacing: 16"o.c. 16"o.c. 8"o.c. 6"o.c. Fastener Spacing(across panel width): 12"o.c. 12"o.c. 12"o.c. 12"o.c. Fastener Size: #9 #10 #16 #10 *Allowable design pressures)for allowable stress design(ASD)with a margin of safety of 2 to 1. Florida Departmentof BCIS Home , Log In i User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BUS Site Map Links j Search Businesv( ) @EW Professibnal USER PubliApproval Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail r FL# FL5259-R24 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley, NV 89408 (570)384-1230 Ext 242 jakins@polyglass.com Authorized Signature James Akins jakins@polyglass.com Technical Representative Steve Wadding Address/Phone/Email 150 Lyon Drive Fernley, NV 98408 (602) 363-7139 stevew@polyglass.com Quality Assurance Representative James Akins Address/Phone/Email 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 (800)894-4563 jakins@polyglass.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/01/2017 Validated By John W. Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL5259 R24 COI 2015 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2009 ASTM D226 2006 ASTM D6164 2005 ASTM D6222 2008 ASTM G154 2006 ASTM G155 2005 FM 4474 2004 FRSA/TRI April 2012 2012 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D r Date Submitted 07/22/2015 Date Validated 08/07/2015 Date Pending FBC Approval 08/15/2015 Date Approved 10/16/2015 Summary of Products FL# Model,Number or Name Description 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL5259 R24 II 2015 07 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- Approved for use outside HVHZ:Yes R24.Ddf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party:Yes Other: 1.)The design pressure in this Evaluation Reports application relates to one particular FL5259 R24 AE 2015 07 FINAL ERS POLYGLASS UNDERLAYMENTS FL5259- underlayment system(over concrete deck)for R24.Ddf use under foam-on tile systems(where the Created by Independent Third Party:Yes I underlayment forms part of the load-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. Baric Nexi Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 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: - l t-thcsl: M sccurit-.u-r�accs , o I f' EXTERIOR RESEARCH&DESIGN,I.I.C. Certificate of Authorization#9503 ' TRINITY`ERD 353CHRISTIAN STREET, UNIT#13 OXFORD,CT 06478 PHONE: (203)262-9245 .FAX: (203)262-9243 EVALUATION REPORT Polyglass USA,Inc. Evaluation Report P12060.02.09-R20 150 Lyon Drive FL5259-1124 Fernley, NV 98408 Date of Issuance:02/24/2009 Revision 20:07/22/2015 SCOPE: 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 5th Edition (2014) 'Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be.in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen,P.E.if the product changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: ,, -j"� y - The facsimile seal appearing was authorized by Robert Nieminen, ;..4q. P.E.on 07/22/2015. This does not serve as an electronically -.�;.... Robert J.M.Nieminen,P.E. -.A%_ , signed document. Signed,sealed hardcopies have been Florida Registration No.59166,Florida DCA ANE1983 transmitted to the Product Approval Administrator and to the ' named client CERTIFICATION OF INDEPENDENCE: 1. Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. ate, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. JTRINITY i ERD Enti Examination Reference Date ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011 ERD(TST 6049) Physical Properties P40390.08.12-1 08/06/2012 ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012 ERD(TST 6049) Physical Properties C41420.09.12-3 09/11/2012 ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013 ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013 ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013 ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD(TST 6049) Wind Uplift P11751.05.03-Ri 11/26/2013 ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD(TST 6049) Physical Properties 6020.07.14-1 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-2 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-3 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-4 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-5 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014 ERD(TST 6049) Physical Properties P44360.10.14 10/07/2014 ERD(TST 6049) Physical Properties P43290.10.14 10/17/2014 ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015 ERD(TST 6049) Physical Properties P40390.04.15 04/03/2015 ERD(TST 6049) Wind Uplift PLYG-SC8905.15 07/22/2015 ICC-ES(EVL 2396) IBC Compliance ESR-1697 1 11/01/2014 Miami-Dade(CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mule-Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound' 08/18/2011 UL,LLC.(QUA9625) Quality Control Service Confirmation,R14571 Exp.08/08/2015 UL,U.C.(QUA9625) Quality Control Service Confirmation,MTS PLUS Exp.07/01/2017 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlayments: 4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet. 4.2 Self-Adhering Underlayments: 4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface;meets ASTM D1970 and TAS 103. ' 4.2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with poly-film surface;meets TAS 103. 1 4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface;meets ASTM D1970. 4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with a polyester fabric surface;meets ASTM D1970 and TAS 103. 4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane,glass-fiber/polyester reinforced, with a granular surface;meets ASTM D1970 and TAS 103. 4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface;meets ASTM D1970 and TAS 103. Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1120 Certificate of Authorization#9503 FL5259-R24 Revision 20:07/22/2015 Page 3 of 12 I "J TRINITY ERD 4.2.7 Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester reinforced,APP modified bitumen cap sheets;meet ASTM D6222. 4.2.8 Polystick Dual Proi" is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970. 4.2.9 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 TAS 103. 4.3 Mechanically Fastened and/or Bonded Underlayments: 4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets;meet ASTM D6164. 4.3.2 Polyflex G and Polyflex G FR are polyester reinforced,APP modified bitumen cap sheets;;meet ASTM D6222. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, 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. i 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 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 request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE'1: ROOF COVER OPTIONS - '•, sl.l; `I Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal wood Shakes& Slate Shingles Yes Yes Elastobase Yes (base layer in 2-ply (base layer in 2-ply Yes I Yes Yes system) system) Yes Yes Elastobase P Yes (base layer in 2-ply (base layer in 2-ply Yes Yes Yes system) system) Polystick MTS Yes Yes No Yes Yes Yes Polystick MTS PLUS Yes Yes No Yes Yes Yes Polystick IR-Xe Yes No No No Yes Yes Yes PolystickTU P Yes Yes see5.5.i No Yes Yes PolystickTU Plus Yes Yes Yes Yes Yes Yes See 5.5.1 PolystickTU Max No Yes Se Yes Yes I No No S.Polystick Dual Pro Yes Yes No Yes Yes Yes Polystick Tile Pro Yes Yes Yes Yes Yes Yes See 5.5.1 Elastoflex S6 G Yes Yes Yes No Yes Yes See 5.5.1 Elastoflex S6 G FR Yes Yes No No Yes Yes Polyflex G Yes Yes Yes No Yes Yes See 5.5.1 Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes No ! Yes Yes See 5.5.1 Mule-Hide SA-APP Cap Sheet Yes Yes Yes No Yes Yes or SA-APP Cap Sheet(FR) See 5.5.1 Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1120 Certificate of Authorization#9503 FL5259-1124 Revision 20:07/22/2015 Page 4 of 12 TAW 11" Florida Departmentcf BCIS Home ; Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications 3 FBC Staff BCIS Site Map Links I Search Busines ���Professional O-NO 'USER:PublApproval iccU Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail , FL# FL1654-1116 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley,NV 89408 (570)384-1230 Ext 242 jakins@polyglass.com Authorized Signature James Akins jakins@polyglass.com Technical Representative Steve Wadding Address/Phone/Email 150 Lyon Drive Fernley, NV 98408 (602)363-7139 stevew@polyglass.com Quality Assurance Representative James Akins Address/Phone/Email 555 Oakridge Road Humboldt Industrial Pkwy Hazleton,PA 18201 (800)894-4563 jakins@polyglass.com Category Roofing I Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer o Evaluation Report-Hardcopy,Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 06/27/2016 Validated By John W. Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL1654 R16 COI 2015 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D6162 2000 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 ASTM D6509 2009 FM 4470 1992 FM 4474 2004 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/17/2015 Date Validated 06/23/2015 Date Pending FBC Approval 06/28/2015 Date Approved 08/18/2015 Date Revised 12/16/2015 Summary of Products FL# Model,Number or Name Description 1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL1654 R16 II 2015 06 FINAL Al ER POLYGLASS MODBIT FL1654- Approved for use outside HVHZ:Yes R16.Ddf Impact Resistant: N/A Verified By: Robert Nieminen PE=59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party:Yes Other: 1.)The design pressure in this application Evaluation Reports relates to one particular assembly over concrete FL1654 R16 AE 2015 06 FINAL ER POLYGLASS MODBIT FL1654- deck. Refer to the ER Appendix for other systems and R16.Ddf deck types. 2.) Refer to ER,Section 5 for other Limits Created by Independent Third Party:Yes of Use. 0 Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 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: N eCttck M securitvm L:Titics d TRINITY I ERD APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE -� Table Deck Application Type Description Page 1A-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4 IA-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5 1B Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 5 SC Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 6 1D Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 6 1E-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 7-8 1E-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 8-9 LVF—) C Wood j New or Reroof(Tear-Off)' (F) (Non-Insulated,Bonded Roof Cover [ 91 2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 30 2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 11-12 2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 13-14 3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 15-18 3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover 19-20 3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 21 4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 22-23 4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 24 4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 25-27 5A CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 28 5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 29 5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 30 SD CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 30 5E CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 30 6A Gypsum New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 31-32 6B Gypsum New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 33 6C Gypsum New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 33 6D Gypsum New,Reroof(Tear-Off)or Recover -E— Non-Insulated,Mech.Attached-Base Sheet,Bonded Roof Cover - 33 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 34-36 7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 36 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 AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement: Wood: Minimum 0.75-inch penetration. ➢Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene,wood fiberboard, perlite, gypsum-based roof board or mineral-wool roof board that meets the OA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. Exterior Research and Design,LLC.d/b/a Trinity(ERD Evaluation Report 119290.02.08-1114 for F1.1654-1136 Certificate of Authorization#9503 Revision 14:06/17/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 36 TRINITY I ERD 14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. .TABLE 1:POLYGLASS.ROOF COVERS Reference Layer Material Application BP-AA Base Polyglass G2 Base,FBC Approved ASTM D4601,Type II Base and PI sheets,Asphalt-Applied) HA at 20-40 lbs/square ( Y Ply Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI Base or Ply Elastobase,Elastobase Poly,Elastoflex V,Elastoflex S6,Polyglass HT Base 650 SBS-AA (SBS,Asphalt-Applied) Cap Elastoflex 56, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko G SBS (sand-backed), HA at 20-40 lbs/square Polyfresko G SBS FR(sand-backed) Base or Ply Elastoflex V,Elastoflex S6 SBS-TA (SBS,Torch-Applied) Cep Elastoflex V,Elastoflex 56,Elastoflex 56 G,Elastoflex 56 G FR,Elastoshield TS-G,Elastoshield TS-G FR,Polyfresko G SBS(poly- Torch-Applied film backed),Polyfresko G SBS FR(poly-film backed) SBS-SA Base Elastoflex SA V Base,Elastoflex SA V FR Base,Elastoflex SA V Plus,Elastoflex SA V Plus FR Self-Adhering (SBS,Self-Adhering) Cap Elastoflex SA P,Elastoflex SA P FR,Polyreflect APP-TA Base or Ply Polyglass APP Base,Polyflex,Polybond Torch-Applied (APP,Torch-Applied) Cap Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR APE SA �-C-��a--�� Polyflex SA P,Pol;lex SAP FR,Polyfresko G_SA,-Polykool,� Self-Adhering 4�_PJ Y (APP,Self-Adhering)' —` -- -- - — 15. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings associated with coating usage. PG200 Non Fibered Roof Coating; ➢ PG300 Fibered Roof Coating; D PG600 Non-Fibered Aluminum Roof Coating; ➢ PG650 Fibered Aluminum Roof Coating; D PG700 High Quality Elastomeric Roof Coating; PG800 Asphalt Emulsion Roof Coating; ➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating; ➢ Polyplus 65 Premium Fibered Aluminum Roof Coating; Polybrite 70 Premium Grade Elastomeric Roof Coating; Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating. 16. The following represent priming requirements for gypsum-based coverboards: ➢ Dens Deck and Dens Deck Prime shall be field-primed with PG100 prior to self-adhering or torch-applied membrane application. No priming is required for hot-asphalt membrane applications. ➢ SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application. 17. "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,I.I.C.d/b/a Trinity I ERD Evaluation Report P9290.02.08-1114 for FL1654-R16 Certificate of Authorization#9503 Revision 14:06/17/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 36 TRINITY I ERD TABLE 1E-2:WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)ORRECOVER SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(SCREWS&PLATES),BONDED ROOF COVER System Deck(See Base Sheet Roof Cover MDP(psf) No. Note 1) Base Fasten Attach Ply Cap OMG#12 Standard Roofgrip or OMG#14 Heavy W-43 Min.15/32- Polyglass APP Base Duty(min.1-5/8-inch long)with OMG 3"Round three,equally at 4-inch lap and 6-inch me r (Optional)APP-TA APP-TA -90.0 Inch plywood Metal Plates or OMG Flat Bottom Metal Plates three,equally spaced,staggered center rows OMG#12 Standard Roofgrip or OMG#14 Heavy Min.15/32- 6-inch o.c.at 4-inch lap and 6-inch o.c.in (Optional)BP-AA,SBS-AA, 565-AA,585-TA W-44 inch plywood Elastobase(with sand top surface) Duty(min.1-5/8-inch long)with OMG 3"Round three,equally spaced,staggered center rows SBS-TA or APP-TA or APP-TA -90.0 Metal Plates or OMG Flat Bottom Metal Plates W-45 Min.15/32- Elastobase(with sand top surface) Trufast#12 DP or Trufast#14 HD(min.1-5/8-inch 6-inch o.c,at 4-inch lap and 6-inch o.c.In (Optional)BP-AA or SBS-AA SBS-AA -90.0 inch plywood long)with Trufast 3"Metal Insulation Plates three,equally spaced,staggered center rows W-46 Min.15/32- Pol lass APP Base OMG#12 Standard Roofgrip or OMG#14 Heavy a inch o.c.at 4-inch lap and enter r o.c.in five, )APP-TA APP-TA -120.0 inch plywood Y8 Duty(min.1-5/8-inch long)with OMG 3"Round equally spaced,staggered center rows (Optional) Metal Plates or OMG Flat Bottom Metal Plates OMG#12 Standard Roofgrip or OMG#14 Heavy Min.15/32- 6-inch o.c.at 4-inch lap and 6-inch o.c.in five, (Optional)BP-AA,SBS-AA, SBS-AA,585-TA W-47 inch plywood Elastobase(with sand top surface) Duty(min.1-5/8-inch long)with OMG 3"Round equally spaced,staggered center rows SBS-TA or APP-TA or APP-TA -120.0 Metal Plates or OMG Flat Bottom Metal Plates Min.15/32- Trufast#12 DP or Trufast#14 HD(min.1-5/8-inch 6-Inch o.c.at 4-inch lap and 6-inch o.c.in five, W-48 inch plywood Elastobase(with sand top surface) long)with Trufast 3"Metal Insulation Plates equally spaced,staggered center rows (Optional)BP-AA or SBS-AA SBS-AA 120.0 TABLE 1F:WOOD DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER System Deck(See Roof Cover Primer MDP(psf) No. Note 1) Joint Treatment Base Ply Cap '• E Min.'1@ 32 `-" -` f�� (Optional)SBS SA,=SBS- SBS SA APP-SA,SBS- -- - 49 p _ (Optional)P.G100 LNone SBS-SA TA��AP,P=TA r TA,rAPP-TA ... �Q0.0_, nch I'wood W-50 Min.15/32- (Optional)PG100 None Polyflex SA Base (Optional)One or more APP-TA -90.0 inch plywood APP-TA Min.15/32- 'Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Base or (Optional)SBS-SA,SBS- SBS-SA;APP-SA,SBS- g7 5 W-51 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V FR Base TA,APP-TA TA,APP-TA Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SAV Plus or .(Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -135.0 W-52 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA W-53 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Polyflex SA Base (Optional)One or more APP-TA -135.0 inch plywood place to create continuous bond. APP-TA Exterior Research and Design,I.I.C.d/b/a Trinity ERD Evaluation Report P9290.02.08-R14 for FL1654-R16 Certificate of Authorization#9503 Revision 14:06/17/201S Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 9 of 36