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PRODUCT REVIEW AFFIDAVIT
T r.w -.....; Planning & Development p ®`��` g p ent Services Department • Building & Regulations Division Product Review Affidavit Building Permit# Owners Name (74F l-2 6 g t Applicant: 4�" �il�u/�y T c Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number Type Windows , Mullions Fixed Glass Block Glass ,Q Skylights Sliding Glass Doors ff Swing Type Doors French Doors A Garage Doors Hurricane Protection Roof Ventilation Roofing Material ,(?0�� —/2 ,. Jv FL.27yor 2� Revised 07/22/2014 — I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. p Name: �� C*��J®fo�n 00' 6S- Signature: / / seal Design Prof: /V4—A '� ���s'.r� Cert.No. �fO 9 Y Date: 2*z Z Forensic Engineering Consultants, Inc. METAL TILE ATTACHMENT CALCULATIONS Project Name Leen Residence Report No.: ACI-MT-22.001 Project Address 7904 Plantation Lakes Drive Port St. Lucie, FL-34986 Deck Substrate Wood Non-Insulated Mean Roof Height 17.0 Feet Configuration Steep Slope Roof Area (Approx.) Sq.Ft. Category II Roof Width 60.0 Feet Exposure Condition C Perimeter Width 6.0 Feet Building Type Enclosed Parapet Height 0.0 Feet Base Wind Speed 170 mph Sloped Roof Type Slope V 7.0 Slope H 12.0 Slope Angle° 30.26 Uplift Pressures qz = 0.00256 Kz Kt Kd Ke V2 P qz(GCP qz K. Kzt Kd Ke V GCp GCpi 54.809 0.872 1.000 0.85 1.00 170 -1.80 0.18 Field &Eave Perimeter -2.00 0.18 Ridge&End Perimeters -3.20 0.18 Ridge&Eave Corners Field&Eave Perimeter P1,„it. -108.52 psf Pl'asd -65.11 psf Ridge&End Perimeters P2 Uri. -119.48 psf P2 asd -71.69 psf Ridge&Eave Corners P3„it. -185.25 psf P3 asd -111.15 psf Proposed System Boral Roofing 26 Ga. Metal Pine Crest Shakes Product Approval No. FL27408-Rl (Pages 3, 7 of 14) Metal Tile Dimensions 16"x 52" Panel Area 5.78 Sq.Ft. Fasteners #10-16 x 2-1/2" HWH Corrosion Resistant Wood Screws Must penetrate minimum 3/8"through the deck sheathing Field Perimeter/Corner System Design Pressure -127.50 psf -127.50 psf Min. Fasteners per Tile 16 16 Min. Characteristic Resistance Force -46.06 Ibf -46.06 No. of Fasteners Required NF = (Metal Tile Area x Pi)/MCRF Field Perimeter Corner Fastener Requirement 8.17 9.00 13.95 RECOMMENDED TILE FASTENING Field 16 Screws per tile Perimeter 16 Screws per tile File. COP Corner 16 Screws per tile These calculations have been done in accordance with ASCE 7-16, based on the information provided by the contractor. The roof system must be installed in accordance with the FBC& manufacturer's recommendations. Verol.tbat roofrsystelri°'.rneets''insulation&fire rating requirements of the Florida Building Code, before installation. Smcerely��'�'� Forensic=Engineering Consultants,Inc ek 1 V-191EWEDFOR CODE COMPLIANCE R. N. Sailappan Principal Engineer ,. ST© L CIE COUNTY Florida Registration N>j�'46696 t4 Forensic"Lngirieeiing"Consulants;lnc CA#8265),,P.O. Box 970034, Boca Raton, FL-33497 Ph(561)901 8490 Fax(561)218 3830 Forensic Engineering Consultants, Inc. ATTACHMENT CALCULATION FOR PLYWOOD SHEATHING OVER 1 x 6 SLATS Project Name Leen Residence Report No.: ACI-PW-21.002 Project Address 7904 Plantation Lakes Drive Port St. Lucie, FL-34986 Deck Substrate Wood Non-Insulated Mean Roof Height 17.0 Feet Configuration Steep Slope Roof Area (Approx.) Sq.Ft. Category II Roof Width 60.0 Feet Exposure Condition C Perimeter Width 6.0 Feet Building Type Enclosed Parapet Height 0.0 Feet Base Wind Speed 170 mph Sloped Roof Type Slope V 7.0 Slope H 12.0 Slope Angle° 30.26 Uplift Pressures = 0.00256 K K V2 P = GC -GC Pi) p qZ Z n Kd� qZ( P P�) qz KZ Kn Kd Ke V _ GCP GCPi 54.809 0.872 1.000 0.85 1.00 170 -1.80 0.18 Field &Eave Perimeter -2.00 0.18 Ridge&End Perimeters -3.20 0.18 Ridge&Eave Comers Field&Eave Perimeter P1,„n. -108.52 psf Pl,asd -65.11 psf Ridge&End Perimeters P2„n_ -119.48 psf P2 asd -71.69 psf Ridge&Eave Corners P3tn. -185.25 psf P3 asd -111.15 psf Proposed Fasteners 12d Nails (Must Penetrate minimum 1-1/2" into Wood Truss Supports) Field Withdrawal Resistance -200 Ibf(Estimated value for 12d Nails installed 1-1/2" into 2"x 4" Lumber) Safety Factor 3 Min. Characteristic Resistance Force -66.67 Ibf Consider a 4'x 8'x 5/8" (min. thickness) Plywood Sheathing Deck Strip Length 96 inches Fastener Spacing {(MCRF/P;)x 144)/Row Spacing No. of Rows of Fasteners 4 5 6 Field&Eave Perimeter Fastener Spacing 6.14 7.68 9.21 Ridge&End Perimeters Fastener Spacing 5.58 6.97 8.37 Ridge&Eave Corners Fastener Spacing 3.60 4.50 5.40 RECOMMENDED PLYWOOD SHEATHING ATTACHMENT PATTERN Field&Eave Perimeter Row spacing of 24" inches o.c. Fastener Spacing of 6" o.c. along each row Ridge&End Perimeters Row spacing of 24" inches o.c. Fastener Spacing of 4" o.c. along each row Ridge&Eave Corners Row spacing of 24" inches o.c. Fastener Spacing of 3" o.c. along each row These calculations have been done in accordance with ASCE 7-16, based on the information provided by the contractor. Our computations are limited only to the sheathing attachment. Wood truss analysis was not a part of our scope. Use minimum 5/8"thick plywood sheathing. The roof system should be installed in accordance with the Florida Building Code and roofing manufacturer's recommendations, after installing sheathing as shown above. We recommend:stringlining truss top chords before nailing, to ensure fasteners are installed into truss suppports. Sincerely.. '�,' 40 zz�� �ZZZs File, Copy Forensic Engiri_eeiing-�Conisultaiifs; Inc � �� FOR CODE COMPLIANCE Y- : 21 ST. L�l CIE COUNTY R. N:Saila an;PE: .<.= , pp., 50 ((Zd jzZ Principal Engineer Florida_Regisfr."afion No.-46f9.6 Forensic Engineering;Consultants; lac£(CA#8265), P.O. Box 970034, Boca Raton, FL-33497 Ph(561)901 8490 Fax(561)218 3830 } �r1 � ' .WFgw Conv Premium Report FZ— g /22/2021 Iwo LENGTH .DIAGRAM Total Line Lengths: Valleys = 160 ft Flashing = 0 ft Ridges=98 ft Rakes = 0 ft Step flashing = 0 ft Hips= 334 ft Eaves= 359 ft Parapets m 0 17C UL 20 -7joq ?t4A4-44:am LL/ud fOL-r Sr (,qC,6 PL 22 L z 1b Co 7//7- C. 28 00 26 C, + 10 22 12 w N E Note:This diagram contains segment lengths(rounded to the nearest whole number)over 5.0 Feet. In some cases,segment labels have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated (e.g. +6 and +9). (D 2008-2021 Eagle View Technologies,Inc.and Pictornetry International Corp.—All Rights Reserved—Protected by European Patent Application No.10162199.3—Covered by one or more of U.S.Patent Nos.8,078,436;8,145,578;8,170,840; 8,209,152;8,515,125;8,825,454;9,135,737;8,670,961;9,514,568;8,818,770;8,542,880;9,244,589;9,329,749;9,599,466.Other Patents Pending. PAGE 4 �01 Ccl -,99rt--�Al "0-�- : ST LUCIE COUNTY ROOFING PERMIT INFORMATION SH p COPY Florida Building Code 7th Edition (2020 REVIEWED FOR Based on Section 1525 of the Florida Building Code-Bulo DE COMPLIANCE INSTRUCTION PAGE ST. 'NOCC IE COUNTY COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Required Sections of Attachments Required Roof System the Permit Application See List Below Form Low Slope Application A, B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A, B,C 2,4,5,6,7 Asphaltic Shingles A, B, D 1,2,4,5,6,7 Concrete or Clay Tile A, B, D,E 1,2,3 4,5,6,7 Metal Roofs A,B, D Wood Shingles and A, B,D 1,2,4,5,6,7 Shakes Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED As Applicable): 1. Fire Directory Listing Page / 2. From Product Approval: ✓ Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16,or if applicable,RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations(Reroofing Only) n dk 7. Any Required Roof Testing/Calculation Documentation Form RooflnfoFeb21 Rev Feb 18,2021 Section A(General Information) Master Permit No. Process No. Contractors Name: G� ' ^� ►f Lle License# �� S�zSS G�L rs'O el 6 g Job Address 'TIC`f P/61,A4 k.r,,, LA LC.c.r D'U IJ$ ROOF CATEGORY ❑Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles ❑Asphaltic Shingles PI[Mletal Panel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE ❑ New roof ❑ Repair ❑ Maintenance X Reroofin ❑Recovering .ROOF SYSTEM INFOR ON Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) �$-`�� /I Total(SF) YsY/ Section B(Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 0 T. LUCIE WORKS Section C(Low Slope Roof) Surfacing: Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: \esignWindPr urer " Zone 1._. oc @Lap,#Ro @ ac ponent is not used,identify a A" �� Zone 1:— oc @Lap,#R s ® °oc anufacturer: Zone 2:—" oc @ Lap, ows @ "ac Zone 3:_.._." oc @ La ,#Rows—@ "oc pproval No.: Number of Fasten s Per Insulation Board: ind Pr sures,From RAS 128 Or Calculations: Zone 1': ne 1: Zone 2: Zone 3: Zone 1: Zone 2: Zone 3: Illustrate C mponents Noted and Details as Applicable: ign Pressure,f the specific product approval Woodbl king, Gutter, Edge Termination, Stripping, Flashi g, Continuous Cleat, Cant Strip, Base Flashing, Co terflashing,Coping,Etc., Deck: I icate: Mean Roof Height, Parapet Height, Height of Base Type: Flashing,Component Material,Material'Thickness,Fastener Gauge Thickness: Type,Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16.. Slope: Anchor/Base Sheet&No.df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: FT. Insulation Base Layer: Base Insultation Size and Thickness: Parapet Base Insulation Fastener/Bonding Mate al: Height Top Insulation Layer: Top Insulation Size and Thi/ingMVaterial: FT. Top Insulation Fastener/Bo Mean Base Sheet(s)&No.of y(s): Roof Base Sheet Fastener onding Material: Height Ply Sheet(s)'& o.of Ply(s): Ply Sheet F ste on ner/Bding Material: Top Ply: Top Ply Fastener/Bonding Material: Section D (Steep Slope Roof System) Roof System Manufacturer: 9-,e4e. Sfee /�of=i%t Notice of Acceptance Number: Minimum Design Wind Pres urrres, If Applicable(From RAS 127 or Calculations): i .Zone I • bne 2e: Zone 2n:_Zone.2r:�L� zone 3e: Zone 3r: ���� •�� Deck Type: �'L �q�Z C6lC Type Underiayment: Roof Slope: ? 12 Insulation: Fire Barrier: �7 Ridge Ventilation? Fastener Type&Spacing: s6/4& G4n 1 Adhesive Type: Type Gap Sheet: ���� S Mean Roof Height: iZ Roof Covering: �,��� Type&Size Drip Edge: $T0` 12 C.da� Section E(Tile Calculations) l For Moment based the systems,choose either Method 1 or 2.Compare t e values for Mr with the values from Mf.If the Mf valu s are greater than or equal to the Mrvalues,for each area of the roof,then the tile attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RAS 12T (Zone 1: x _ _�-Mg: =Mr, Product Approval M, (Zone 2e: x X _ -Mg: =M28 Product Approval Mf (Zone 2n: - x _ _)-Mg: =Mr, Product Approval Mf, (Zone 2r• x _ Mg: =Me Product Approval Mf (Zone 3e: x _ _)-Mg: =Mr,,, Product Approval Mf (Zone 3r: x = Mg: =Mear Product Approval Mf Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems • For Uplift based tile systems use Method 3.Compare the values for F'with the values for Fr If the F'values are greater than or equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 12T (Zone 1: x L =x W:= )-W: cos r =Fri Product Approval F' (Zone 2e: x L =x W:= )-W: cos r =Fr2e Product Approval F' (Zone 2n: x L =x W:= )-W: cos r =Fr2n Product Approval F' (Zone 2r: x L =x W:= )-W: cos r =Fr2r Product Approval F' (Zone 3e: x L =x W:=____)-W: cos r =Fr3e Product Approval F' (Zone 3r: x L =x W:= )-W: cos r =Fr3r Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure Zones 1,2e,2n,2r,3e,3r From applicable table in RAS 127 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L=length W=width Product Approval All calculations must be submitted to the building official at the time of permit application. UL Product Om File C® Y I,L TGKX.636 - Roof Deck Constructions Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment,system,devices,and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design.Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. Roof Deck Constructions See General Information for Roof Deck Constructions Construction No. 636 August 04,2020 Uplift - Class 90 Fire Not Investigated 0 �\ ,rrR' 65; f� 1.Metal Roof Deck Panels*—Overall max width 17 in.Fabricated from 26 gauge thick coated steel.Succeeding coarses overlapped 2-1/2 in. BORAL ROOFING LLC(View Classification),—"Pacific Shake","Pacific Tile","Settler Shake","Cottage Shingle","Roman","Roman-VILLA Tile",'Tile","Shake"and"PINE-CREST Shake" 2.Plywood Deck—Nominal 5/8 in.(19/32 in.actual)thick Grade B-C APA rated plywood.The fasteners used to attach the plywood to the wood joists to be 1- 3/4 in.long,8d ring-shank nails spaced 6 in.OC at perimeter and field locations. 3.Fasteners—Fasteners used to attach panels to the plywood deck to be No.10-16 by 2 in.long by 1/4 in.diam head hex-head coated steel wood screws.Six fasteners to be located through the nose of each full panel and six fasteners to be located through the back shelf of each panel. 4.Underlayment—Type 15 or G1 felt or glass fiber sheets fastened to the deck per manufacturer's instructions. 5.Wood Supports—(Rafters)-Graded dimension lumber No.2 or better.Max spacing 24 in.OC. ,3' 011v Refer to general information,Roof.Deck Construction,for Items not evaluated. * Indicates such products shall bear the UL or W'L Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. "Metro Roof Products","SteelRock","ProSteel". Last Updated on 2020-08-04 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service.Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions:1.The Guide Information,Assemblies,Constructions, Designs,Systems,and/or Certifications(files)must be presented in their entirety and in a non-misleading manner,without any manipulation of the data(or drawings).2.The statement "Reprinted from the Online Certifications Directory with permission from UL"must appear adjacent to the extracted material.In addition,the reprinted material must include a copyright notice in the following format"©2021 UL LLC" k(' �` � „*. �7^�� `�� w �v�t ��;P�; ��/ k� t�'� `x�li'-�� �p' �, ,�.,•d1t Li�.,.,..: t r{�, BCIS Home Log In User Registration Hot Topics Submit Surcharge j Sta � P ontact Us BCIS Site Maps Links Search Florida :> ` AAA rt y'1 Product Approval � g 7 ��f USER:Public User �/ r_t ~ 4�,9i/��h FOR Product Approval Menu>Product or Application Search>Application List ®®E COMPLIANCE STv LUCIE COUNTY Y Search Criteria Refine Search Code Version 2020 FL# L�B®CC `I aI L2- ALL Application Type ALL Product Manufacturer Attic Breeze Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Ap lications Fa# Type Manufacturer Validated By Status FL13339- Revision Attic Breeze Steven M.Urich, Approved R9 Category: Roofing PE History_ Subcategory:Roofing Accessories that are an Integral Part of the Roofing (717)317-8454 System L3F 1962- Revision Attic Breeze Steven M.Urich, Approved RI Category:Roofing PE HistoLy Subcategory: Roofing Accessories that are an Integral Part of the Roofing (717)317-8454 System "Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CoRyripht 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,FS.,please dick here. Product Approval Accepts: Credit Card Safe BCIS Home { Log In { User Registration { Hat Toplm { Submit Surcharge { Stats&Facts { Publications { Contact Us {• BCIS Site`Map`{ Links { Search dbiloor a { , ': Product Approval `''J[,�" USER:Public User �4r�%`° Product Aoproval Menu>Product or Aoplication Search>Application List>Application Detail r < "' ;,.'. FL# FL13339-R9 ..v.•IY} Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Attic Breeze Address/Phone/Email 1370 FM 116 Gatesville,TX 76528 (254)865-9999 travis.hipp@atticbreeze.net Authorized Signature Travis Hipp travis.hipp@atticbreeze.net Technical Representative Travis Hipp Address/Phone/Email 1370 FM 116 Gatesville,TX 76528 (877)288-4234 travis.hipp@atticbreeze.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System 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 Engineering Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications,Inc. ; Quality Assurance Contract Expiration Date 12/01/2029 Validated By Steven M. Unch, PE Validation Checklist-Hardcopy Received Certificate of Independence FL13339 R9 COI Cert of Independence James Buckner 2020 ds odf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1708.2 Product Approval Method Method 2 Option B Date Submitted 04/07/2021 Date Validated 04/11/2021 Date Pending FBC Approval 04/13/2021 Date Approved 06/08/2021 summary of Products fFL# Model,Number or Name Description 13339.1 01—Solar Attic Fan Models AB-2022A,AB-3022A,AB-4022A,AB-2523A,AB- 3523A,AB-4523A Self-flashing,solar powered fan units,with solar panel directly attached to fan unit shroud/dome Limits of Use Installation Instructions Approved for use in HVHZ: No FL13339 R9 II 21-416.01 Attic Breeze-SPAF Panel Direct to Approved for use outside HVHZ:Yes Flush Mount Unit ER-ds.pdf Impact Resistant:No Verified By:James L. Buckner,P.E.@ CBUCK,Inc.P.E.#31242 Design Pressure:+115/-115 Created by Independent Third Party:Yes Other:Refer to evaluation report for limitations and conditions Evaluation Reports of use. Refer to manufacturer's installation instructions as a FL13339 R9 AE 21-416.01 Attic Breeze-SPAF Panel Direct to supplemental guide. Flush Mount Unit ER-ds.pdf Created by Independent Third Party:Yes i 13339.2 02_Solar Attic Fan Models AB-2022D,AB-3022D,AB-4022D,AB-6022D,AB- 2523D,AB-3523D,AB-45231),AB-6523D&AB-1015.Self- flashing,solar powered fan units,with solar panel(s)remotely attached from fan unit,using low profile mounting brackets Limits of Use Installation Instructions Approved for use in HVHZ:No FL13339 R9 II 21-416.02 Attic Breeze-SPAF Panel Remote to Approved for use outside HVHZ:Yes Low Profile ER-ds.pdf ! Impact Resistant:No Verified By:James L. Buckner,P.E. @ CBUCK,Inc. P.E.#31242 Design Pressure:+115/-115 Created by Independent Third Party:Yes f Other:Refer to evaluation report for limitations and conditions Evaluation Reports of use.Refer to manufacturer's installation instructions as.a FL13339 R9 AE 21-416.02 Attic Breeze-SPAF Panel Remote supplemental guide. to Low Profile ER-ds.pdf Created by Independent Third Party:Yes 13339.3 03_Solar Attic Fan Models AB-2022D,AB-3022D,AB-4022D,AB-2523D,AB- 3523D,AB-45231),Self-flashing,solar powered fan units,with solar panels)remotely attached from fan unit,using universal mounting bracket Limits of Use Installation Instructions Approved for use in HVHZ:No FL13339 R9 II 21-416.03 Attic Breeze-SPAF Panel Remote Approved for use outside HVHZ:Yes Inclined ER-ds.pdf Impact Resistant:No Verified By:James L. Buckner,P.E. @ CBUCK,Inc.P.E.#31242 Design Pressure:+115/-115 Created by Independent Third Party:Yes Other:Refer to evaluation report for limitations and conditions Evaluation Reports of use. Refer to manufacturer's installation instructions as a FL13339 R9 AE 21-416.03 Attic Breeze-SPAF Panel Remote supplemental guide. Inclined ER-ds.pdf Created by Independent Third Party:Yes 13339.4 04 Curb Mount Series Curb Profile vent fan base for attachment to roof curbs.See report for multiple Model numbers Limits of Use Installation Instructions Approved for use in HVHZ:No FL13339 R9 II 21-416.04 Curb-SPA-CM-ER-ds pdf 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: +115/-115 Evaluation Reports Other:Refer to evaluation report for limitations and conditions FL13339 R9 AE 21-416.04 Curb-SPA-CM-ER-ds Ddf of use. Created by Independent Third Party:Yes 5aci< 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 mall 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 an be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: I CBUCK Enginesering cgfl • StPL6�aI E nQlfl�lO�iS� CBUCK,Inc.Certificate of Authorization#/8064 ���i i Evaluation Report "Solar Attic. Fans„ Self-Flashing Series with Shroud/Borne Mounted Solar Panel Manufacturer Attic Breeze, LLC. 1370 FM 116 Gatesville, Texas 76528 (877) 288-4234 for Florida Product Approval ## FL 13339.1 R9 Florida Building Code 7th Edition (2020) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roofing System This item has been electronically signed and sealed Product Name: Solar Attic Fans by James L.Buckner,P.E.,on this date using a Product Description: Self-Flashing Series Digital Signature.Printed copies of this document are not considered signed and sealed,and the with Shroud/Dome Mounted Solar Panel signature must be verified on any electronic copies. Attached to Plywood Deck IL. 13UC Prepared by: � .• VCEIVSF James L. Buckner, P.E., SECS ='k No31242 Florida Professional Engineer#31242 — Florida Evaluation ANE ID: 1916 Luz: Report No.20-416.01-SPAF-Dir-S4W-ER STATE OF _/ %� FGORIDP C-> s Date: 03/30/2021 � ,S/O f�p�LE���• Contents: % Evaluation Report Pages 1—6 2021 .03.30 22:11 :49 -04'00' CBUCK,Inc. - Palm Beach County,Florida Phone:(561)491-9927•Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net FL#: FL 13339.1 R9 Date: 03/30/2021 � Report No.: 21-416.01-SPAF-Dir-S4W-ER BUCN n�qns ��� Page 2 of 6 �T 1aH'tj Struciured E=nQ1r*ber1 CBUCK,Inc.Certificate of Authorization#8064 Manufacturer: Attic Breeze,LLC. Product Name: Solar Attic Fans Product Category: Roofing Product Sub-Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product Description: The Solar Attic Fan is a roof mounted ventilation system powered by a solar panel. The unit consists of a 14 inch diameter fan, enclosed in a self-flashing fan house base vent, with base corrosion resistant zincalume alloy steel (plus optional Heavy-duty powder coated finish) housing, stainless hardware & brackets, including a thermal switch, and a rodent guard.The solar panel is attached directly to the fan house unit shroud/dome. Product Assembly as Self-flashing solar attic fan with shroud/dome mounted solar panel Evaluated: - Fan house base unit component mechanically attached - to deck with stainless steel screws. Model Numbers: Designation GEN2 AB-2022A GEN2 AB-3022A GEN2 AB-4022A GEN3 AB-2523A GEN3 AB-3523A GEN3 AB-4523A Fan Unit Base Support: Type: Wood Deck (Design of support system is outside the scope of this evaluation) Description: e 15/32"or greater Plywood,or * Wood plank deck(based on minimum density/specific gravity of 0.42) Roof Slope: Slope shall be in compliance with FBC,.Chapter 15 based on the type of roof covering. Performance: Allowable Wind Resistance: * Positive Design Pressure: +115 PSF * Negative Design Pressure: -115 PSF *Allowable design pressures for allowable stress design(ASD). FL#: FL 13339.1 R9 Date: 03/30/2021 C C & Ong trOng Report No.: 21-416.01-SPAF-Dir-S4W-ER Page 3 of 6 la ty dl &xigirielerIM CBUCK,Inc.Certificate of Authorization#8064 Performance Standards: The following test protocol was performed to demonstrate compliance with the intent of the code as this product is not specifically addressed in the performance standards listed in the code. • ASTM E330-02—Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors and by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 7th Edition(2020),Section 1708.2. Evaluation Report Scope: This product evaluation demonstrates compliance of this product with the structural wind load requirements of the Florida Building Code 7th Edition(2020), as related to Florida Product Approval Rule 61G20-3.001. Limits of Use: e The Solar Attic Fan including solar panel and electrical wiring shall be installed in compliance with Attic Breeze's installation instructions and in accordance with applicable Building Codes • Scope of"Limitations and Conditions of Use"for this evaluation: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under"Optional Statewide Approval". e _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. • Refer to applicable building code section for ventilation requirements. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 61G20-3, 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 vent 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 Certification,Inc. (FBC Organization#:QUA 1824) FL#: FL 13339.1 R9 Date: 03/30/2021 N. CaUCK anq�nbs7Anq Report No.: 21-416.01-SPAF-Dir-S4W-ER Page 4 of 6 lvewlahi Str c!d Enolneeflm CBUCK,Inc.Certificate of Authorization#8064 Component(s) Solar Attic Fan Material Standards: - Nominal Dimensions Fan House Base: 28" x 28" Fan House Shroud/Dome: 21-1/2" x 21-1/2" Solar Panel: 19-1/4"x 16-1/4" Nominal Overall Height: 12" - Fan House Base&Shroud/Dome Material: Material: Steel Thickness: 22 ga. Yield Strength: 33 ksi Minimum Corrosion Resistance: Galvalume or Zincalume per ASTM A792 AZ 50 or in compliance with the FBC,Section 1507.4.3. Fastener Type: Pancake Head Wood Screw Size: #10 x 1 in. Minimum Standard: Per ANSI/ASME B18.6.1 Corrosion Resistance: Stainless steel Installation: Installation Method: (Refer to Pages 5 and 6 of this evaluation report) "The Solar Attic fans" shall be installed in compliance with the installation method listed in this report. 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. Evaluated Referenced Data: 1. ASTM E330-02 — Uniform Static Air Pressure Difference Test By Certified Testing Laboratories, Inc.(FBC Organization ID#TST 1577) Project#:CTLA 2002W, Dated: 11/20/09 2. Quality Assurance By Keystone Certification, Inc. (FBC Organization ID#QUA 1824) Attic Breeze, LLC. Licensee#740 3. Certification of Independence By lames L. Buckner,P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) 4. Engineering Analysis By CBUCK Engineering Report#C09-194, Dated: 12/1/09 Report#C16-164, Dated: 10/20/16 FL#: FL 13339.1 R9 Date: 03/30/2021 CBUCK Engineering Report No.: 21-416.01-SPAF-Dir-S4W-ER Page 5 of 6 SvEKjC91t Lj StructLwal EN-iq1nek=r1rQ CBUCK,Inc.Certificate of Authorization#8064 Installation Method Attic Breeze,. LLC. Solar Attic Fan Attachment Assembly solar Panel 2--1/4n Fan House Shroud �— Fan House Base 4-1TT/4" 2l ° Drew Deck #10 x 1" Pancake-Head Plywood Dec ' Plywood Deck Wood Screw Typical Opening 15132'MrL Assembly Front Section View Solar Pard Fan House Shroud 2-114' 4-1i14' 12' Fan House Fuse 4-1/4" 20" Diameter #10 x 1" Pancake-Head Plywood Deck Wood Screw Typical wing 15/32'Nin. Assembly side Section View FL#: FL 13339.1 R9 Date: 03/30/2021 CSUCK Enigineaering Report No.: 21-416.01-SPAF-Dir-S4W-ER Page 6 of 6 Spencj-aftj S9'ri..Jc1 u'al Ef t9Tfl4 ing CBUCK,Inc.Certificate of Authorization#I8054 Installation Method Attic Breeze, LLC. Solar Attic Fan Attachment Assembly SOlar Panef,, --:Pancake-Head evu: =Self.Flashmg Model - � •�`� -2'.:Pin 12 Plywood Deck 15/32'Mn. Assembly Top Plan View i n n^ f -77 ,Cds..l��l�:�'U �t7Q� - _ ��•✓ Y� a w•�4g �; .II VIC. BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats&Facts I Publications I Contact Us _BCIS Site Mao Links I Search Florida - rr� ,..�Product Approval ri A X USER:Public User F fle,j .0 gyr o 2z0 6zz8' Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL14317-1112 �� �® ®� Application Type Revision ��g Code Version 2020 CODE COMPLIANCE Application Status Approved ST. L CIE COUNTY Comments ®CC(l d Archived -, RFD _� Jq N 11 2C� Product Manufacturer Boral Roofing St. Address/Phone/Email a Center Drive pO�Mltf�OUntY Suite 00 9 Irvine,CA 92618 (801)380-6091 RobinAnderson@boral.com Authorized Signature Anderson Robin RobinAnderson@boral.com Technical Representative Robin Anderson Address/Phone/Email 10701 So. River Front Parkway Suite 300 So.Jordan,UT 84095 (801)380-6091 robinanderson@boral.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E__' Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert J. M. Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity PRI Construction-Materials Technologies, LLC Quality Assurance Contract Expiration Date 12/31/2021 Validated By John W. Knezev1L11;T11 Validation Checklist-Hardcopy Received Certificate of Independence FL14317 R12 COI 2021 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 FRSA/TRI 6th Edition 2018 TAS 103 2020 UL 1897 2015 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/15/2021 Date Validated 03/05/2021 Date Pending FBC Approval 03/05/2021 Date Approved 04/13/2021 Summary of Products FL# Model,Number or Name Description 14317.1 Boral Roof Underlayments Roof underlayments for use in prepared roof assemblies Limits of Use Installation Instructions Approved for use in HVHZ: No FL14317 R12 II 2021 03 05 FINAL ER BORAL Underlayments FL14317- Approved for use outside HVHZ:Yes R12.pdf Impact Resistant: N/A Verified By: Robert J. M. Nieminen PE-59166 Design Pressure: +N/A/-210 Created by Independent Third Party: Yes Other: 1.)The design pressure in this Evaluation Reports application pertains to a particular underlayment FL14317 R12 AE 2021 03 05 FINAL ER BORAL Underlayments FL14317- system for use in tile roof systems. Refer to ER R12.pdf Section 5.8.2. 2.) Refer to ER Section 5 for Limits Created by Independent Third Party: Yes of Use. Back 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: M ? ® Ecck M Credit Card Safe NEMO I etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATIONO. Boral Roofing Evaluation Report M35710.12.10-R15 7575 Irvine Center Drive,Suite 100 FL14317-1112 Irvine,CA.92618 Date of Issuance:12/21/2010 (602)269-2288 Revision 15:03/05/2021 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. The products described herein have been evaluated for compliance with the 71h Edition(2020) Florida Building Code sections noted herein. DESCRIPTION: Boral Roof Underlayments LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify MEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). MEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMOletc. 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 6. Prepared by: ��rrr��r,•„ a •t. �, Robert J.M. Nieminen P.E. The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DCA ANE1983 ''�,;;,,;,'„"``' Nieminen,P.E.on 03/05/2021.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC 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. NEMO ETC,LLC 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 NEMO ETC, LLC 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. ©2018,NEMO ETC,LLC i ONEMOJetc. ROOFING COMPONENT EVALUATION: •• Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Boral Roof Underlayments, as marketed by Boral Roofing, have demonstrated compliance with the following sections of the 71h Edition (2020) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations /Conditions of Use set forth herein. STANDARDS'., Section Property Standard Year 1504.3.1 Wind resistance UL 1897 2015 1507.1.1,1507.2.4,1507.2.9.2/ Material standard ASTM D1970 2015 R905.1.1,R905.2.8.2 1507.3.3/R905.3.3 Material standard FRSA/TRI,Sixth Edition 2018 TAS 110 Material standard TAS 103 2020 I REFERENCES' Entity Examination Reference Date ERD(TST 6049) ASTM D1970/D4798 M36790.07.11 09/30/2011 ERD(TST 6049) ASTM D226,D1970 B40380.08.12 08/28/2012 ERD(TST 6049) TAS 103-20(tensile adhesion) C41420.09.12-2 09/11/2012 ERD(TST 6049) ASTM D1970(adhesion) B41940.09.12 09/13/2012 ERD(TST 6049) TAS 103-20(tensile adhesion) B47390.07.14-1 07/31/2014 ERD(TST 6049) TAS 103-20(tensile adhesion) B47390.09.14 09/04/2014 OC(PDM1838) Physical Properties Equivalency statement 11/02/2017 PRI(TST 5878) ASTM D1970 NEI-031-02-02:REV 10/27/2010 PRI(TST 5878) ASTM D1970 NEI-029-02-01:REV 12/03/2010 PRI(TST 5878) Wind Uplift BORR-001-02-01 03/17/2015 PRI(TST 5878) Wind Uplift BORR-005-02-01 06/24/2015 PRI(TST 5878) TAS 103-20(tensile adhesion) DAPF-002-02-01 03/08/2018 PRI(TST 5878) ASTM D1970 OCF-356-02-01 03/23/2018 PRI(TST 5878) FRSA/TRI09-2018 OCF-356-02-02 03/22/2018 PRI(TST 5878) TAS 103-20(tensile adhesion) OCF-356-02-04 03/22/2018 PRI(TST 5878) ASTM D1970(adhesion) OCF-443-02-01 10/11/2018 PRI(TST 5878) TAS 103-20(tile slippage clarification) OCF-356-02-02.1 02/03/2021 PRI CMT(QUA9110) Quality Assurance Declaration from Supplier 03/05/2021 Noma. • Product Material Standard Plant(s) Description 4.1 Boral°TileSeal 50HT ASTM D1970 Brentwood, nominal 50-mil thick,polyester-surfaced,self-adhering SBS NH modified bitumen roof underlayment 4.2 Boral®TileSealHT ASTM D1970 and Brentwood, nominal 60-mil thick,polyester-surfaced,self-adhering SBS FRSA/TRI 09-18 NH modified bitumen roof underlayment 4.3 Boral°MetalSealHT ASTM D1970 and Brentwood, nominal 60-mil thick,polyester-surfaced,self-adhering SBS FRSA/TRI 09-18 NH modified bitumen roof underlayment 4.4 GatorSeal® ASTM D1970 Brentwood, nominal 55-mil thick,granule-surfaced,fiberglass reinforced, NH self-adhering SBS modified bitumen roof underlayment 4.5 Citadel°Plus ASTM D1970 Brentwood, nominal 48-mil thick,fabric-surfaced,fiberglass reinforced, NH self-adhering SBS modified bitumen roofing underlayment for use as a base-layer in multi-ply underlayment systems NEMO ETC,LLC Evaluation Report M35710.12.30-R15 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL14317-R12 Boral Roof Underlayments;(602)269-2288 Revision 15:03/05/2021 Page 2 of 6 *NEMOletc. 5.1 This is a building code evaluation. Neither NEMO ETC,LLC 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 FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami- Dade Counties). 5.3 This Evaluation Report 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. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 Boral 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 Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.6 Allowable Roof Covers: Table 1 pertains to use of each listed underlayment by-itself beneath the stated roof covers. Refer to the installation instructions for multi-ply underlayment options. TABLE 1: ROOF COVER OPTIONS FBC Section: 1507.2 1507.3 1507.4&1507.5 1507.7 1507.8&1507.9 Asphalt Clay and Concrete Tile Metal Slate or Wood Underlayment Mechanical Adhesive- Slate-Type Shingles Attach Set Panels Shingles Shingles Shingles&Shakes Boral TileSeal 50"T Yes No No Yes Yes Yes Yes lioint strips,150Z1.1.3l R905.1.1.3) Yes Yes BoralTileSeal"T Yes Yes Isee5.6.1) Yes Yes Yes 6ointstrips,150Z1.1.31R905.1.1.3) Yes Yes BoralMetalSeal"T Yes Yes (See5.6.1) Yes Yes Yes Uointstrips,150Z1.1.3lR905.1.1.3) GatorSeal Yes No No No No Yes Yes (iointstrips,15071.1.31R905.1.1.3) 5.6.1 Adhesive-set is limited to use of following underlayment/tile-adhesive combinations. TABLE 1A:ALLOWABLE UNDERLAYMENT/TILE-ADHESIVE COMBINATIONS" Underlayment Adhesive Florida Product Approval Boral TileSeal"T or Boral MetalSeal"T DAP Foam"Touch'n Seal Storm Bond Roof Tile Adhesive" FL14506 Boral TileSeal"T or Boral MetalSeal"T DAP Foam"Touch'n Seal Storm Bond 2 Two-Component FL21374 Polyurethane Roof Tile Adhesive" Boral TileSeal"T or Boral MetalSeal"T Dupont"Tile Bond-Roof Tile Adhesive" FL22525 Boral TileSeal"T or Boral MetalSeal"T ICP Adhesives and Sealants"Polyset®AH-160" FL6332 Boral TileSeal"T or Boral MetalSeal"T ICP Adhesives and Sealants"Polyset°RTA-1" FL6276 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report M35730.12.10-R15 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL14317-1112 Boral Roof Underlayments;(602)269-2288 Revision 15:03/05/2021 Page 3 of 6 ONEMOletc. 5.7 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Underlayment Application Primer Substrates (Optional)ASTM D41 plywood Citadel Plus,Boral TileSeal 50"T,Boral self-adhering none ASTM D226 Type II felt or Citadel Plus TileSeal"T,Boral MetalSeal"T or GatorSeal ASTM D41 metal(flashing metal,valley metal,etc.) Boral TileSeal"T,Boral MetalSeal"T self-adhering (Optional)ASTM D41 0S13 Boral TileSeal"T self-adhering (Optional)ASTM D41 Huber"Zip Deck" None G-P Gypsum"DensDeck Prime" 5.8 Attachment Limitations: 5.8.1 For use under mechanically attached NON-TILE prepared roof coverings,attachment shall be in accordance with the manufacturer's installation instructions,but—for mechanically attached underlayments or base sheets-not less than FBC 1507.1.1 or R905.1.1. 5.8.2 For use under tile roof systems, attachment shall be in accordance with the manufacturer's installation instructions,but not less than Section 5.8.3 herein. 5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition. The Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied). 5.8.3.1 Direct-to-Deck: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition,Appendix A, Table 1A or the critical(highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. #1 Maximum Design Pressure=-120.0 post: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D41 to the plywood deck Base Ply: Citadel Plus,self-adhered Cap Ply: Boral TileSeal"T or Boral MetalSeaIIT,self-adhered, and back-nailed within the selvedge-edge side laps using 12 ga.x 1%"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #2 Maximum Design Pressure=-142.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Ply: None Cap Ply: Boral TileSeal"T or Boral MetalSea]IT, self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x 1%"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #3 Maximum Design Pressure=-202.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Tropical Roofing Products#410 Quick Dry Primer or other ASTM D41 primer to the plywood deck Base Ply: None Cap Ply: Boral TileSeal"T or Boral MetalSeal"T,self-adhered, and back-nailed within the selvedge-edge side laps using 12 ga.x 1%"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. NEMO ETC,LLC Evaluation Report M35710.12.10-R35 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL14317-R12 Boras Roof Underlayments;(602)269-2288 Revision 15:03/05/2021 Page 4 of 6 ON EMO I etc. #4 Maximum Design Pressure=-210.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: KARNAK#89 Sta-Tak Primer to the plywood deck Base Ply: None Cap Ply: Boral TileSeal"T or Boral MetalSeal"T, self-adhered, and back-nailed within the selvedge-edge side laps using 12 ga.x 1%"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #5 Maximum Design Pressure=-120.0 psf: Deck: Min.2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: ASTM D41 to the concrete deck Base Ply: (Optional)Citadel Plus,self-adhered Cap Ply: Boral TileSeal IT or Boral MetalSealIT,self-adhered #6 All other direct-deck, adhered underlayment systems beneath tile roof systems carry a Maximum Design Pressure of-45 psf. 5.9 Exposure Limitations: TABLE 3: EXPOSURE LIMITATIONS Maximum Underlayment Prepared Roof Cover Installation Type Exposure (days) GatorSeal Mechanically attached 30 Boral TileSeal 50"T Mechanically attached 180 Boral TileSeal"Tor Boral MetalSeal"T Adhesive-set tile roof system 180 Mechanically attached 180 Citadel Plus(base ply in multi-ply underlayment systems only) NSA 180 (prior to placement of subsequent underlayment) 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct-deck tile roof assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment* Tile Profile Staging Method Maximum Slope Boral TileSeal"T or Boral MetalSeal"T Flat or Lugged Max.10-tile stack 6:12 6. INSTALLATION: 6.1 Boral Roof Underlayments shall be installed in accordance with Boral Roofing published installation instructions 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 for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Boral TileSeal 50"T or GatorSeal: 6.3.1 Shall be installed in compliance with requirements for an approved self-adhering underlayment(ASTM D1970)in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed,and the manufacturer's installation instructions. When installed over a mechanically attached, FBC Approved ASTM D226 Type II felt,the felt shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. NEMO ETC,LLC Evaluation Report M35710.12.30-R3S Certificate oJAuthorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL14317-R12 Boral Roof Underlayments;(602)269-2288 Revision 15:03/05/2021 Page 5 of 6 ONEMOjetc. 6.3.2 Multi-Ply Underlayment Systems: One or two plies of Citadel Plus followed by Boral TileSeal 50"T or GatorSeal is allowable for use under mechanically attached, non-tile prepared roof systems. Limits of use are those associated with the top-layer material. This is not a requirement,but is allowable if a multi-ply underlayment system is desired. 6.4 Boral TileSeal"T or Boral MetalSeal"T: 6.4.1 Non-Tile Applications: Shall be installed in compliance with requirements for an approved self-adhering underlayment(ASTM D1970)in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed,and the manufacturer's installation instructions. When installed over a mechanically attached, FBC Approved ASTM D226 Type II felt,the felt shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. 6.4.2 Tile Applications: Shall be installed in compliance with requirements for a Self-Adhered Membrane in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer's installation instructions. Refer to Section 5.8.2 for attachment limitations. Refer to Table 4 for tile staging limitations. 6.4.3 Multi-Ply Underlayment Systems: One or two plies of Citadel Plus followed by Boral TileSeal"T or Boral MetalSeall is allowable for use under mechanically attached, non-tile prepared roof systems. Limits of use are those associated with the top-layer material. This is not a requirement, but is allowable if a multi-ply underlayment system is desired. Refer to Section 5.8.2 for use of Citadel Plus as a base ply membrane in underlayment systems for use under tile- roof systems. REQUIREMENTS:117. BUILDING PERMIT As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 18. MANUFACTURING PLANTS' Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. QUALITY9. PRI Construction Materials Technologies, LLC(QUA9110);(813)621-5777;bwilson@pricmt.com -END OF EVALUATION REPORT- NEMO ETC,LLC Evaluation Report M35730.12.30-R35 Certificate ojAuthorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL14317-R12 Boral Roof Underlayments;(602)269-2288 Revision 15:03/05/2021 Page 6 of 6 9 ' BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Q Publications I,Contact Us I BCIS Site Map I Links I Search OPT ::�$'Product Approval +-� E'f "'�/Q�I � USER:Public User I O Product Approval Menu>Product or Application Search>Application U.CODE COMPLIANCE l Ts LUCIIE COUNTY Y—r-� r•a 'J Search Criteria j�OCC t I 2J I arch Code Version 2020-FL#- ALL Application Type ALL Product Manufacturer Boral Roofing/Boral Steel Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Type Manufacturer Validated By Status FL27408-R1 Revision Boral Roofing/Boral Steel Steven M. Urich,PE Approved History_ Category: Roofing (717)317-8454 Subcategory: Metal Roofing FL27408-R2 Revision Boral Roofing/Boral Steel Steven M. Urich,PE Pending FBC Approval Category: Roofing (717)317-8454 Subcategory: Metal Roofing *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cop ririaht 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: W. ® eCtzck Credit Card Safe Jq N StA�rnfn n9n y BCIS Home .I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links Search Florida d .� Product Approval �„'' d r i USER: blic User eRtlLr,�cs i.vc�vr Product Approval Menu>Product or Application Search>Application List>Application Detail ai s, FL# EL27.408-R1 Application Type Revision Code Version 2020' Application Status Approved Comments Archived Cj Product Manufacturer Boral Roofing/BQMI Steel Address/Phone/Email 3093 A Industry Street Oceanside,CA 92054 (760)435-9842 RobinAnderson@boral.com Authorized Signature Robin Anderson RobinAnderson@boral.com Technical Representative Address/Phone/Email 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 Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/31/2023 Validated By Steven M. Urich, PE D Validation Checklist-Hardcopy Received Certificate of Independence FL27408 RI COI BOR18002.1 2020 FBC Eval Metal Panels final .pdf Referenced Standard and Year(of Standard) Standard Year ASTM B 117 2016 ASTM G 155 2013 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/02/2020 Date Validated 12/16/2020 Date Pending FBC Approval 10/12/2020 Date Approved 12/21/2020 Date Revised 12/14/2021 Summary of Products FL# Model,Number or Name Description 27408.1 Pine Crest Shake,Cottage Shingle, Min. 26 ga.stone-coated steel roof panels Pacific Tile, Barrel Vault Tile and Granite Ridge Shingle Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL27408 Rl II BOR18002.1 2020 FBC Eva] Metal Panels Approved for use outside HVHZ:Yes final .pdf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +0/-150 Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL27408 RI AE BOR18002.1 2020 FBC Eva[Metal Panels final •pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.fop ght 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: M Raffy-5-Al R _eCteck M Credit Card Safe Certificate of Authorization No.29824 CREEK17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, j..,LC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,7T"EDITION(2020) Manufacturer: BORAL ROOFING, LLC Issued December 15, 2020 3093"A"Industry Street Oceanside, CA 92054 (760)435-9842 www.boralroof.com Manufacturing: Oceanside, CA Quality Assurance: QAI Laboratories(QUA7628) SCOPE Category: Roofing Subcategory: Metal Roofing Code Edition: Florida Building Code, 7"'Edition(2020)including High-Velocity Hurricane Zones(HVHZ) Code Sections: 1504.3.1, 1504.3.2, 1518.9, 1523.6.5.2.4 Properties: Wind Resistance, Physical Properties PRODUCT DESCRIPTION Pine Crest Shake Profile: 16 in.x 52 in.panel; leading edge is turned down 1 in.and back edge is bent up and horizontally back 1.5 in. Panel side laps are 2 in. Description: Preformed,fastened,stoned-coated steel panels with No. 14 granule Material: Min.26 ga.ASTM A792 AZ50; Fy=min.40 ksi; Shall conform with FBC Section 1507.4.3 52„ Cottage Shingle Profile: 14 in.x 51 in. panel; leading edge is turned down 1 in.and back edge is bent up and horizontally back 1.5 in. Panel side laps are 2 in. Description: Preformed,fastened,stoned-coated steel panels with No. 14 granule Material: Min.26 ga.ASTM A792 AZ50; Fy=min.40 ksi; Shall conform with FBC Section 1507.4.3 ,14" 51" BOR18002.1 FL27408-Rl Page 1 of 14 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. = CREEK BORAL ROOFING LLC Metal Shingles TECHNICAL SERVICES, LLC INSTALLATION Note - Refer to the APPROVED ASSEMBLIES section of this report for the maximum design pressures of the approved assemblies. Unless otherwise specified in this report the following installation details shall be met for the named products: Direct-to-Deck Installation Pattems Panel Roof Panel Panel Fastener Fastener 14 Underlayment Roof Deck Pine Crest Shake-Direct-to-Deck Pattern 1 "Pine Crest Shake-Direct-to-Deck Pattern 2 52n �' � 52" Cottage Shingle-Direct-to-Deck Pattern 1 Cottage Shingle-Direct-to-Deck Pattern 2 �a- n �14 51 14" Pacific Tile-Direct-to-Deck Pattern 1 Pacific Tile-Direct-to-Deck Pattern 2 16" „ 16" 1 52 52" BOR18002.1 FL27408-R1 Page 3 of 14 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does.not express nor imply warranty, installation,recommended use,or other product attributes that are not specifically addressed herein. C FEE E K BORAL ROOFING LLC Metal Shingles TECHNICAL SERVICES, LLC APPROVED ASSEMBLIES Direct-to-Deck Pattern'1 Slope: 3:12 or greater Solid or close) fitted min. 15/32 in.plywood sheathing for new and existing construction at Y P Yw 9 9 Roof Deck: max. 24 in. span; In the HVHZ, new construction shall be min. 19/32 in. plywood at max. 24 in.span; Designed by others in accordance with FBC requirements. Installed in accordance with FBC requirements. In the HVHZ,the minimum underlayment Underlayment: shall be ASTM D 226,Type II installed in accordance with Section 1518.2 or any approved underlayment for use in the HVHZ. 26 ga. Metal Panel installed as shown in INSTALLATION with four (4) #10-16 x 2-1/2 in. HWH corrosion resistant wood screws through the vertical leg at the headlap beginning at Attachment: the center of the side lap and four(4)#10-16 x 2-1/12 in. HWH corrosion resistant wood screws through the horizontal leg at the back of panel beginning at the side lap. Fasteners shall penetrate through the deck a minimum 3/8"and shall comply with section 1506.6 and 1507.4.4. Maximum Design -52.5 psf Pressures: Pressure calculated using 2:1 margin of safety Maximum Mean Roof Heights for.Gable/Hip Roofs Slopes 2:12'12:12 . Exposure.` 9Basic Wind Speed(mph) 5120 130 140 150 160 170' 180.7 190 200- Zone 1 -Field B 60 ft 60 ft 60 ft 52 ft 33 ft 21 ft NA NA NA C 60 ft 49 ft 24 ft NA NA NA NA NA NA D 52 ft 20 ft NA NA NA NA NA NA NA -Zone.2.`(includes 2e,2n;and 2r)_Perimeter B 60 ft 37 ft 22 ft NA NA NA NA NA NA C 17ft NA NA NA NA NA NA NA NA D NA NA NA NA NA NA NA NA NA Zone 3(includes 3e and 3r)—Corner B 36 ft 20 ft NA NA NA NA NA NA NA C NA NA NA NA NA NA NA NA NA D NA NA NA NA NA NA NA NA NA Notes: 1) Exposure category for the structure location shall be as defined in the International Building Code 2) Limitations are based on the exposed area of 10ft2 or less 3) Topographic factors such as escarpments or hills are not included in the above assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA="Not Allowed"6)Kd=0.85 7)Projects with mean roof heights of greater than 60 ft shall be evaluated by a licensed design professional 8)See page 13 for details for dimensions and locales of Zone 1,2,and 3 9 V it is shown in the above table. Design pressures are calculated using Vasd=V it40.6. BOR18002.1 FL27408-R1 Page 6 of 14 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. D BORAL EEKROOFING LLC j"t Metal Shingles TECHNICAL SERVICES, LLC ;,Direct-to.-Deck Pattern 2 Slope: 3:12 or greater Solid or closely fitted min. 15/32 in.plywood sheathing for new and existing construction at Roof Deck: max. 24 in. span; In the HVHZ, new construction shall be min. 19/32 in. plywood at max. 24 in.span; Designed by others in accordance with FBC requirements. Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment Underlayment: shall be ASTM D 226,Type II installed in accordance with Section 1518.2 or any approved underlayment for use in the HVHZ. 26 ga. Metal Panel installed as shown in INSTALLATION with eight (8) #10-16 x 2-1/2 in. HWH corrosion resistant wood screws through the vertical leg at the headlap beginning at Attachment: the center of the side lap and eight (8)#10-16 x 2-1/2 in. HWH corrosion resistant wood screws through the horizontal leg at the back of panel beginning at the side lap. Fasteners shall penetrate through the deck a minimum 3/8"and shall comply with section 1506.6 and 1507.4.4. Maximum Design -127.5 psf Pressures: Pressure calculated using 2:1 margin of safety Maximum Mean Roof Heights for Gable/Hip Roofs Slopes 2:12.—.12:12 Exposure 9Basic Wind Speed(mph) <_120 1.30 140 150._ 160. 170. 180 190 200 Zone 1 —Field B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft C 60 ft 60 ft 60ft 60 ft 60 ft 60 ft 60 ft 60 ft 55ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 1 60 ft 1 43 ft 24 ft Zone 2(includes 2e;'2n,and 2r) Perimeter B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 59 ft 41 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 43 ft 25 ft 15 ft NA D 60 ft 60 ft 60 ft 60 ft 36 ft 17 ft 1 NA NA I NA Zone 3(includes 3e and 3r)—Corner B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 47 ft 32 ft 22 ft C 60 ft 60 ft 60 ft 60 ft 34 ft 19 ft NA NA NA D 60 ft 60 ft 60 ft 28 ft NA NA NA NA I NA Notes: 1) Exposure category for the structure location shall be as defined in the International Building Code 2) Limitations are based on the exposed area of 10ft2 or less 3) Topographic factors such as escarpments or hills are not included in the above assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA="Not Allowed"6)Kd=0.85 7)Projects with mean roof heights of greater than 60 ft shall be evaluated by a licensed design professional 8)See page 13 for details for dimensions and locales of Zone 1,2,and 3 9 Vui,is shown in the above table. Design pressures are calculated using Vasd=V it40.6. BOR18002.1 FL27408-R1 Page 7 of 14 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor-'imply warranty, installation,recommended use,or other product attributes that are not specifically addressed herein. CREEK BORAL ROOFING LLC Metal Shingles TECHNICAL SERVICES, LLC Gable Hip \ DV302 3 2 3 '3 2 3 a 3a 2 1 2 2 1 2 2 1 2 3 2 3 3 2 3 a 3 a lal lalal lal jai Jai Dimension"a"shall be 10%of the least horizontal dimension or(0.4 x Mean Roof Height),whichever is smaller,but not less than either 4%of the least horizontal dimension or 3ft. LIMITATIONS 1. Fire classification is not within the scope of this evaluation. 2. The roof deck and the roof deck attachment information are provided based on testing. FBC requirements for the rational design of the roof deck, including the attachment, are not within the scope of this evaluation. 3. Reroofing shall be in accordance with FBC Section 1511 outside the HVHZ or Section 1521 within the HVHZ. 4. Installation of the evaluated products shall comply with this report,the FBC and RAS 133 in the HVHZ, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. BOR18002.1 FL27408-Ri Page 13 of 14 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. CREEK BORAL ROOFING LLC Metal Shingles TECHNICAL SERVICES, LLC REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies(TST5878) BORR-099-02-01A ASTM B 117 2016 TAS 110 2000 PRI Construction Materials Technologies(TST5878) BORR-099-02-01 B ASTM G 155 2013 TAS 110 2000 PRI Construction Materials Technologies(TST5878) BORR-099-02-01C TAS 100 1995 PRI Construction Materials Technologies(TST5878) BORR-099-02-01 D UL 580 2006 UL1897 2012 TAS 125 2003 PRI Construction Materials Technologies(TST5878) BORR-099-02-01E UL 580 2006 UL1897 2012 TAS 125 2003 PRI Construction Materials Technologies(TST5878) BORR-099-02-01 F ASTM E 8 PRI Construction Materials Technologies(TST5878) BORR-099-02-01 G TAS 100 1995 PRI Construction Materials Technologies(TST5878) GRT-007-02-01 ASTM B 117 2016 TAS 110 2000 PRI Construction Materials Technologies(TST5878) GRT-008-02-01 ASTM G 155 2013 TAS 110 2000 PRI Construction Materials Technologies(TST5878) GRT-022-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) GRT-026-02-01 UL 580 2006 UL1897 2012 TAS 125 2003 CREEK Technical Services,LLC Anchorage ASCE 7 2016 Calculations ANSUAWC NDS 2018 PRI Construction Materials Technologies(TST5878) BORR-015-02-01 ASCE 7 2016 COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 7rh Edition (2020)including High-Velocity Hurricane Zones (HVHZ)as evidenced in the referenced documents submitted by the named manufacturer. %��``�`1111 RY'1R,I p���i, 2 02 0.12.15 N = 14:38:23 o 74021 • -05'00' � 33 STATE OF :•4/� %�T••.;�� Q P,•'N44/� Zachary R.Priest, P.E. �i�s•'• R C? �` Florida Registration No.74021 �'��,S�O N A� ``� Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire,a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT BOR18002.1 FL27408-RI Page 14 of 14 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein.