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Home My WebLink AboutProduct Approval (2) . ® ® . . . . ® . Gulfc6dKt SUPPLY $ MANUFACTURING 5 V 26 GA. ■ PLYWOOD* FLORIDA PRODUCT APPROVAL NO. 11651.13 R2 TNL Product Evaluation Report GULF COAST SUPPLY&MANUFACTURING, LLC. 26 Ga. SV Crimp Roof-Panel over 15132"Plywood Florida,Product Approval#11651.13 R2 Florida Building Code 2014 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing,LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 �%,OPV.11EL S V �,�CENS;�;S'iy• Engineer Evaluator: *,-� No. 779 Dan Kuhn, P.E. #75519 _ Florida Evaluation ANE ID: 10743 STATE OF p 'Q. T• F .��ti: Validator: ;FS oRiaP .\�.` Locke Bowden, P.E. #49704 �`%S°NAL ENG 9450 Alysbury Place o.6�3oX 15 Montgomery, AL 36117 Contents' Evaluation Report Pages 1 - 5 FL#11651.13 R2•JUNE 15,2015 . . Q i . + . KUHN • cad9t Gulf SUPPLY & MANUFACTURING 5 V M PLYWOOD*26 GA. 5VCRIMP ROOF PANEL OVER 15/32" FLORIDAPRODUCT APPROVALE 11651.13 "' TrO Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014,Sections 1504.3.2. Product Description: 5V Crimp Roof Panel,26 Ga.Steel,24" Coverage,through fastened roof panel with fasteners in the panel flat over minimum 15/32" plywood decking. Non Structural application. Panel Material%Standards: Material:Minimum 26 Ga. Steel,ASTM A792 or ASTM A653 G50 conforming to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength:80.0'ksi Corrosion Resistance:Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 24" Coverage Rib Height: 3/a" Major Rib Panel Fastener. #9-15xl.5"with sealing washing in the flat of the panel or approved equal, 1/a" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2014,Section 1506.6, 1507.4.4 Substrate Description: Minimum 75h2"thick,APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2014. Design Uplift Pressures: Table"A" akrTt. iTo �t1piPrse 5 -s 10 r pip Fastener Pattern 12"-12" 9.5"-2"-9.5" 4, ,=„C-' . ,, Design Pressure includes a Safety Factor=2.0. FL#1.1651.13.R2•JUNE.-15,2015 l ® . . . . o ® . • . . ® . Gulf cad9t SUPPLY & MANUFACTURING 5 V 26 GA. • PLYWOOD* FLORIDAPRODUCT APPROVALR' TM Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014,Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014,as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance With: • UL 580-06-Test for Uplift,Resistance of Roof Assemblies • UL 1897-04-Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/1897-98 Uplift Test Force Engineering&Testing, Inc.(FBC Organization f#TST 5328) Report No. 117-0053T-05&117-0331T--08 2. Certificate of Independence By Dan Kuhn,P.E.(FL#75519)@ Kuhn Engineering,LLC (FBC Organization#ANE ID: 10743) Test,Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 590-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-,04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. FL#11651.13 R2•JUNE 15,2015 . . ® j . i Gulfcadft, SUPPLY & MANUFACTURING 26 GA. SVCRIMP ROOF PANEL OVER 15/32" PLYWOOD* FLORIDA PRODUCT APPROVAL NO. 11651.13 R2 TM Design,Procedure: For roofs within the parameters listed on the.load table,fastening pattern,must at a minimum meet those listed for the applicable wind zone:For all roofs outside the parameters listed on the load table,design wind'loads.shall be determined for each project in accordance with FBC 2014 Section.1.609 or ASCE 7-10 using allowable stress design.The maximum fastener.spacing listed herein shall not be exceeded..This evaluation report is not applicable in High Velocity Hurricane.Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FL#11651.13,R2■JUNE 15,2015 ■ . e b -EV-ALVATIO o ■ KUHN • • ■ ® : GulifC5aR SUPPLY & MANUFACTURING SVCA IMP 26 GA. SVCRIMP ROOF PANEL OVER 15/32'PLYWOOD* FLORIDA ..Oi A. .. , TM ENGINEER LOAD TABLE-26 Ga.SVCrimp Roof.Panel over 15132"Plywood r('r. v.� "., .'.a`�tTi,`r nf` i'.;� tt 'e''t' rR,gsaa M � ►� ��uxstQ� }� z � 1 ! ' rI f, Ics� o r �$ h� ol � ? � � seditciin�g` seYkon - r ' " ._ b.. .g� � akX. i`^+1 :,aSYrmde• b \d Y+e-d&i x'a 120 130 140 150 160 170 180 WIIND; FASTENER SUBSTRATE SPEED' (MIN.114-. IMINASiM") ON CENTER ON CENTER ON CENTER ON CENTER,(ON CENTER O_N CENTER' ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING 4 E MIN;705-2- ZONE`2 #9-15x1:5p Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 IV TYPE 1 -1V TYPE 1 16"TYPE 1 KIM4 - �& ,1 H�e�1 "� PEq �' �_ 1.)PANEL DESCRIPTION:5V CRIMP,MIN.,26GA.,'GRADE 80,24"COVERAGE. 2.)PANEL FASTENER:#9=15X1.5" HWH WITH SEALING WASHER W1 MIN./a"PENETRATION. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-94.25 PSF®16-O.C.FASTENER SPACING TYPE 1 FASTENER PATTERN,-131.0 PSF @16"O.C.FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125,UL 580/UL 1897 TESTING. 4.)PLYWOOD DECKING MIN.-h.-THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 5.)ROOF SLOPE:ON_ROOF SLOPES LESS THAN 3:12,LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 ZONE 2 RIP ROOF Note:Dimension(a)is defined as 10%of the minimum width of the building or ZONE3- 40%of the mean height of the roof,whichever is smaller,_however,(a)cannot be less than either 4%of the minimum width of the building or 3 feet. RIDGE TYPE 1 'FASTENER PATTERN ;.---------_.`\ \ (1) #9-15 x -1/2" HWH w/Sef'aling-Washer ZONE \\ \ I � 11G 12 11 /------------------- ~ �: ._EAVE At Panel Lapp 10NE 2 GABLE ROOF <,- "K--------- TYPE 2 FASTENER PATTERN I \ RIDGE (1) #9-15 x 1-1/2"HWH w%Sealing Washer ---- %-- ------------ a ZUNE i � � I �� ZONE 3 —EAYE FL#11b51.13 R2.1UNE 15;2015 Honda'Building Code Online Page 1 of 2 h t f �l 7S Y rr{ t ` 4 t t 4 f } y f 1 - BC[S Home - Log In User Registration Hot Topics J Submit Surcharge Stats&Fads Publications FBC Staff BCIS Site Map Links Search Busin25s O Prof25S10�1ajProduct Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL14317-R7 Application Type Revision Code Version 2014 Application Status Approved i Comments Archived Product Manufacturer Boral Roofing/MonierLifetile Address/Phone/Email 7575 Irvine Center"Drive Suite 100 Irvine,CA 92618 (602)515-6933 Bora(RoofingUSAQuality@ boral.com ;f I Authorized Signature ]emmett Thomas BoraIPGofingUSAQuality@boral.com Technical Representative Adrian Cooper ! Address/Phone/Email 135 NW 20th Street Boca Raton,FL 33431 (954)520-5461 acoopeer@miiiierlifetiie.com Quality Assurance Representative i Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer a Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert 3. M. Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/13/2017 Validated By John W.Knezevich,PE i Validation Checklist-Hardcopy Received Certificate of Independence FL14317 R7 COI 2015 01 COI Nieminen.Ddf f Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2009 FRSA/TRI(April 2012)04-12 2012 TAS 103 1995 UL 1897 2004 Equivalence of Product Standards Certified By Sections from the Code http://w-ww.fl oridabuilding.org/pr/pr_app_dtl.aspx?param=-vvGEVXQwtDgsbCUITKe120B... 8/26/2015 rloriaa-ounaing Loae Online _ Page 2 of 2 1-6 Product Approval Method Method 1 Option D Date Submitted 07/01/2015 Date Validated 07/02/2015 Date Pending FBC Approval 07/11/2015 Date Approved 08/19/2015 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 R7 II 2015 07 FINAL ER BORAL Underlayments FL14317 Approved for use outside HVHZ:Yes R7.pdf Impact Resistant:N/A Verified By: Robert]. M. Nieminen PE-59166 Design Pressure: +N/A/-202.5 Created by Independent Third Party:Yes Other: 1.)The design pressure in this Evaluation Reports application pertains to a particular underiayment FL14317 R7 AE 2015 07 FINAL ER BORAL Underlayments FL14317- system for use under foam-on tile systems. R7.pdf Refer to ER Section 5.6.2 for all such systems Created by Independent Third Party:Yes and max design pressures.2.)Refer to ER Section 5 for Limits of Use. Back Next II Contact Us::1940 North t4onroe 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,donor 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 ere. Product Approval Accepts: i http://www.fl on dabui l ding.org/pr/p r_app_dtl.aspx?param=wGE VXQwtDq sb CUITKe120B... 8/26/2015 t if I t � 1r t EXTERIOR RESEARCH&DESIGN,LLC. r Certificate of Authorization#9503 353 CHRiSTIAN STREET,UNIT#13 `_1'jTR1N1TY 1 ER® OXFORD,CT 06478 PHONE,(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Boral Roofing Evaluation Report M35710.12.10-118 7575 Irvine Center Drive FL14317-117 Suite 100 Date of Issuance:12/21/2010 Irvine,CA.92618 Revision 8:07/01/2015 l I 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: Boral 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 IERD 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 "Trinity)ERD 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, 1 This Evaluation Report consists of pages 1 through 6. Prepared by: �t�1r1,jsr,r„r,,� I« e a i Thafac5im9es:alappear7rGwasautlr_vlted by Robert t:iemtnen, Robertl.M.Nieminen,P.E. ":A4� �'' F.Ean47/0]/2Di5.This does natsertvasapelectNnlogysigned Florida Registration No.59166,Florida DC4 ANE1983 """"" � ilmment.Signed,sealed haidc,ples have been transmi ted tothe FroduGAppraral Adminlstritorard to the named dlon: CERTIFICgT1ON Of INDEPENDENCE: 1. Trinity]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 Nleminen,P.E.does not have nor will acquire,a financial interest In any company manufacturing or distributing products for t which the evaluation reports are being issued, i4. Robert Nleminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinityl ERD 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. i 1 F)o ERD t ROOFING COMPONENT EVALUATION: i 1. SCOPE! 1 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 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. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift UL 1897 2004 1507.2.4,1507.2.8,1507.2.9.2,1507.4.5.1, Physical Properties ASTM D1970 2009 1507.4.5.2,1507.5.3,1507.5.3.2,1507.6.3, 1507.6.3.2,1507.7.3,1507.7.3.2 1507.3.3 Installation Practice FRSAJTRI April 2D12(04-12) 2022 1523.65 2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference Date I ERD(TST6049) Wind Uplift T646Q06-07-R1 10/09/20D7 ERD(TST6049) Physical Properties T33190.08.10 08/06/2010 J ERD(TST 6049) Physical Properties M33180.03,10 10/09/2010 ERD(TST6049) Wind Uplift T37610,07.11 07/29/2011 i ERD(TST 6049) Physical Properties 13140380.08.12 08/28/2012 ERD(TST 6049) Physical Properties C41420.09.12-2 09/11/2032 ERD(TST 6049) Physical Properties B41940.09,12 09/13/2012 ERD(TST 6049) Physical Properties B47390.07.14-1 07/31/2014 ERD(TST 6D49) Physical Properties 847390,09.14 09/04/2014 PRI(TST5878) Physical Properties NEI-006-02-01 04/01/2002 } PRI(TST5878) Physical Properties NEI-034-02-02 03/23/2006 PRI(TST5878) Physical Properties NEI-045-02-01 08/08/2007 1 PRI(TST5878) Physical Properties NEi-053-OZ-01 05/02/2008 PRI(TST5878) Physical Properties NEI-070-OL-01 08112/2009 PRI(TST5878) physical Properties NEI-031-02-02:REV 10.27.10 10/27/2010 PRI(TST5878) Physical Properties NEI-029.02-01REV;11.03.10 12/03/2010 PRI(TST 58781 Physical Properties NEI-046-02-01REV 12/17/2010 PRI(TST5878) Physical Properties NEI-034-OM2/MLT-015-02-01 01/29/2013 PRI(TST5878) Wind Uplift BORR-001-02-01 03/17/2015 PRI(TST5878) Wind Uplift BORR-005.02-01 06/24/2015 UL,LLC.(QUA 9625) Quality Assurance Service Confirmation,R14610 Exp.12/10/2017 UL,I.I.C.(QUA 9625) Quality Assurance Cross-Listing Confirmation,R16744 09/04/2013 UL,LLC.(QUA 9625) Quality Assurance Service Coatlrmation,11167'M Exp.10/13/2017 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlayments: 4.1.1 Boral TI1e5eal° 50Hr is a nominal 50-mil thick, polyester-surfaced, self-adhering SBS modified bitumen roof underlayment. 4.1.2 Boral: TlleSeal° Rr Is a nominal 60-mil thick, polyester-surfaced, self-adhering SBS modified bitumen roof underlayment. 4.1.3 GatorSeal°is a nominal 55-mil thick,granular-surfaced,fiberglass reinforced,self-adhering SBS modified bitumen roof underlayment. 4.2.4 StormSentrV-is a nominal 120-mil thick,mineral-surfaced,fiberglass reinforced,self-adhering SBS modified bitumen roof underlayment. 4.1.5 Cltadel9 Plus is a nominal 48-mil thick, fabric-surfaced, fiberglass reinforced, self-adhering SBS modified bitumen roofing underlaymentfor use as a base-layer in two-ply underlayment systems. Exterior Research and Design,I.I.C. Evaluation Report M35710.12.10-RB Cert yrrare of Autharizatlan#9503 FL14317-R7 Revision 8:07/01/2015 Page 2 of 6 i . v } �TRINITYERD 5. LIMITATIONS: 1 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. 5,3 Fire Classification is not part of this Laboratory Report,refer to current Approved Roofing Materials Directory for fire ratings of this product, 5.4 Soral 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 maybe made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. I 5.5 Allowable roof covers applied atop Boral Roof Underlayments are follows. Table 1 pertains to use of each listed underlayment by-itself beneath the stated roof covers. Refer to the installation Instructions and Table 2 for two-ply underlayment options. S1, { = i k :TAa1 1 R�J)FCGVERF)PTJ(INS-,... .. .. } .:,s .3,��:..?.-s, Undedayment Asphalt Nall-On Tile Foam-OnTlte Metal Wood Shakes Slate shingles &Shingles Boral TIIeSeal5drr Yes Yes No Yes Yes Yes (battens only) Boral TlleSeal"' Yes Yes Yes Yes Yes Yes (See 5.5.11 GatorSeal Yes Yes No No Yes Yes (battens only) StormSentrf Yes Yes No No Yes Yes 5.5.1 "Foam-On Tile"is limited to use of the following unless tensile adhesion/long term aging data from an accredited i testing laboratory is provided. I Underlayment rTiledhesives2-Component Foam Roof Tile Adhesive AH-16t1 tFL6332) Roof Tile Adhesive RTA-1(r•L6276) floral Tlle5eal"' TILE BONDI RoofThe Adhesive fFL717) nience Products'Touch'n seal Stormsond Roof Tile Adhesive(FL14506) j 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Citadel Plus,Boral TfleSeal Se,floral TIIeSeal"T,StormSentry or GatorSeal: Plywood(unprimed or primed with ASTM D41 primer). Boral TileSeal"r: 0511 primed with ASTM D41 primer. 5.6.2 Wind Resistance of Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlaymeht systems beneath foam-on tile systems,where the underlayment i farms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not prescriptively addressed In FRSA/1'RI April 2012(04-12)and are used in foam-on the applications. 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).Refer to FRSA/TRI April 2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads. 5.6.2.1 Maximum Design Pressure=-105 n§f. Deck: Min.15132-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Ply: (Optional)Citadel Plus,self-adhered Underlayment- Boral Tlleseat"r,self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x U."ring shank nailsthrough 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. Exterior Research and Design,LLC. Evaluation Report M35710.12.10-118 Certlflcate oJAathadwtlon#9503 FL14317-R7 Revision 8:07/01/2015 Page 3 of 6 9 1 � a F a TRINITY I ERD 5.6.2.2 Maximum Design Pressure=-202 5 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: ASTM D41 to the pywood deck Base Ply: (Optional)Citadel Plus,self-adhered Underlayment: Boral TileSeal"',self-adhered,and back-nailed within the selvedge-edge side laps using 12 ga,x 134"ring shank nails through 32 ga.,l-5/8"diameter tin caps spaced 12-inch o.c. 5.6.3 Bond to Base Laver Underlavment: Citadel Plus,Boral TIIeSeal 50111',Boral TileSeal"or GatorSeal: ➢ ASTM D226,Type II felt;Citadel Plus. j StormSentry: ➢ ASTM D226,Type II felt;Citadel Plus, For Installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum - codified requirements. For installations under foam-on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1 or as tested in accordance with FBC Section 1504.3.1. 5.6.4 BondtoOtherSubstrateTypes: Citadel Plus,Boral TileSeal 50"r,Boral TIIeSeal"r,StormSentry or GatorSeal: ➢ ASTM D41 primed metal(e.g.,flashing metal,valley metal,etc). Boral TileSeal: ( ➢ Huber Zip Deck(unprimed or primed with ASTM D41 primer);Dens Deck Prime. Note:For Installation under mechanically attached prepared roof coverings,Insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. 1 5.7 Exposure Limitations: 5.7.1 GatorSeal shall not be left exposed for longer than 30-days after installation,prior to placement of final roof cover. 5.7.2 StormSentry shall not be left exposed for longerthan 90-days after installation,prior to placement of final roof cover. 1 5.7.3 Alcazar,Baral TileSeal 50K and Boral TileSeal"r shall not be left exposed for longer than 180_days after installation, prior to placement of final roof cover. ! 5.7.4 Citadel Plus,for use as a base-layer in a two-ply underlayment system,shall not be left exposed for longer than 18D- days after installation,prior to placement of subsequent underlayment layer. 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 priorto application,and prime the substrate(if applicable). 6.3 install self-adhering underlayment when ambient and surface temperatures are minimum 40°F and rising. 6_4 Citadel Plus: 6.4.1 Citadel Plus is limited to use as a base or mid-layer in multi-ply underlayment systems beneath Boral TileSeal 50H; Boral TileSeal'R GatorSeal or StormSentry. 6.4.2 Slope limitations are those associated with the top-layer underlayment. 6.4.3 Direct to Deck: 1 Cut the membrane into manageable lengths, typically 10 to 12 ft.Align the membrane parallel to the roof edge, extending over by%-inch-Fold the membrane away from the edge onto itself. Remove the release sheet.Place the membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place. Roll into place with a weighted roller. Boral recommends fastening of the top edge of the sheet to the deck with roofing nails, nails &tin-tags or 1-inch diameter plastic or steel cap nails spaced 24-inch o.c.for slopes below 7:12 and 12-inch o.c. for slopes 7:12-and greater. Overlap successive courses minimum 2 inches(horizontal lap)and minimum 4"end(vertical)laps. Install final underlayment layer atop Citadel Plus per 'direct-to-deck' instructions for Boral TileSeal 5e, Boral TIIeSeal",GatorSeal or StormSentry. Exterior Research and Design,LLC. Evaluation Report M35710,12.10-118 Certtfkate ofAatharizattan#9503 F1.14317-117 Revision 6:07/01/2015 Page 4 of 6 '\J'TRINITY ERD s 6.4.4 To Base Sheet: install ASTM D225,Type 11 felt in accordance with Code requirements or install Citadel Plus in accordance with Boral i Roofing published installation instructions and Section 6.4.3 and when used as part of a multi-ply system. i Install Citadel Plus as a mid-ply In accordance with Boral Roofing published installation instructions and Section 6.4.3. Install final underlayment layer atop Citadel Plus per 'direct-to-deck' instructions for Boral TileSeal 50"; Boral TileSeal"r,GatorSeal orStormSentry. 6_5 Boral TileSeal 50"r: 6.5.1 Install Boral TileSeal 5011- in compliance with manufacturer's published installation instructions and the requirements for ASTM D1570 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.5.2 Do not use Boral TileSeal 50"r on roof pitches less than 2:12. 6.5.3 Non-Tile Applications.Direct to Deck: t Cut the membrane into manageable lengths,typically 10 to 12 ft.Align the membrane parallel to the roof edge, extending over by Y-inch.Fold the membrane away from the edge onto itself. Remove the release sheet. Place the ) membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place. Roll into place with a weighted roller. Boral recommends fastening of the black selvedge edge to the deck with roofing nails,nails &tin-tags or 1-Inch diameter plastic or steel cap nails spaced 24-inch o.c. for slopes below 7:12 and 12-inch o.c, for slopes 7:12 and greater. Overlap successive courses the width of the black-selvedge area,minimum 3-inch. Seal under end(vertical)laps using approved mastic,or use Joined and Folded Seam or Inverted Sheet Seam method ' detailed in Boral Roofing published installation instructions. 6.5.4 iNgn-Tile Applications,to Base Sheet: Install ASTM D226,Type 11 felt in accordance with Code requirements. Install Boral TileSeal SO"r in accordance with Boral Roofing published installation instructions and Section 6.5.3,except end(vertical)lapsr described below. Apply SBS Mastic under all end (vertical)laps or any other laps where the self-adhering bituminous underside is in contact with the fabric top surface,railing the interface into place with a weighted roller. 6.5.5 TileA912lications: Reference is made to FRSA/TRI April 2012(0442)Installation Manual and Table 1 herein,using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents file slippage and/or damage to the underlayment. Battens must be used for all the installations atop Boral TileSeal SOH Boral Roofing's Elevated Batten System"°or 5 counter battens are required for roof pitches of 2 Y2:12 to less than 4:12. 1_6 GatorSeal and StormSentry: i 6.6.1 install GatorSeal and StormSentry in compliance with manufacturer's published installation Instructions and the requirements for ASTM 01970 underiayments in FBC Sections 1507 for the type of prepared roof covering to be installed. i 6.6.2 Do not use GatorSeal on roof pitches less than 2:12. Do not use StormSentry on roof pitches less than 74:12 while ensuring there is no possibility for ponding water on the surface of StormSentry. 6.6.3 Non-Tile applications,Directto Deck: Cut the membrane into manageable lengths,typically 10 to 12 ft. Align the membrane parallel to the roof edge, extending over by X-inch.Fold the membrane away from the edge onto itself. Remove the release sheet.Place the membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place. Roll into place with a weighted roller. Boras recommends fastening of the black selvedge edge to the deck with roofing nails,nails &tin-tags or 1-inch diameter plastic or steel cap nails spaced 24-inch o.c.for slopes below 7:12 and 12-Inch o.c, for slopes 7.12 and greater. Overlap successive courses the width of the black-selvedge area,minimum 3-inch. Seal end (vertical) laps using SBS Mastic under all side (vertical) laps or any other laps where the self-adhering bituminous underside is in contact with the granular or mineral top surface,roiling the interface into place with a weighted roller,or using the Inverted Sheet Seam detailed in Boral Roofing published Installation instructions. Exterior Research and Design,LLC, Evaluation Report M35710.12.10-118 CertiJleate a/Authorizatlan#9503 FL14317-R7 Revision 8:07/01/2015 Page 5 of 6 i i `TRIM ERD ( 6.6.4 Non-Tile Applications,to Base Sheet: 9 install ASTM D226,Type II felt in accordance with Code requirements or install Citadel Plus in accordance with Boral Roofing published installation instructions and Section 6.4. Install GatorSeal or StormSentry over ASTM D276, Type it felt or Citadel Plus in accordance with Boral Roofing published installation Instructions and Section 6.6.3 except end(vertical)laps,described below, Apply SBS Mastic under all side(vertical)laps or any other laps where the self-adhering bituminous underside is in contact with the granular top surface,rolling the interface into place vrith a weighted roller. 6.6.5 Tile Applications: I Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein,using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the i underlayment. j Battens must be used for all tile installations atop GatorSeal. 6.7 Boral TileSeal"T: 5.7.1 Install bora1 TileSeal"T in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed, 6.7.2 Do not use Boral TileSeal H"on roof pitches less than 2:12. 5.7.3 Non-Tile Applications,Direct to Deck: For OSB substrate, prime with ASTM D41 primer and allow to dry prior to installation. Cut the membrane into r manageable lengths,typically 10 to 12 ft.Align the membrane parallel to the roof edge,extending over by Y-inch.Fold the membrane away from the edge onto Itself, Remove the release sheet. Place the membrane with the exposed rubberized asphalt onto the deck,pressing firmly Into place, Roll Into place with a weighted roller. I Boral recommends fastening of the black selvedge edge to the deck with roofing nails, nails&tin-tags or 1-Inch diameter plastic or steel cap nails spaced 24-inch o.c. for slopes below 7:12 and 12-Inch o.c.for slopes 7:12 and 1 greater. Overlap successive courses the width of the black-selvedge area,minimum 3-Inch. j Seal under end(vertical)laps using approved mastic,or use Joined and Folded Seam or Inverted Sheet Seam method detailed in Boral Roofing published installation instructions. I 6.7.4 Non-Tile Applications to Base Sheet: install ASTM D226,Type It felt In accordance with Code requirements or install Citadel Plus in accordance with Boral Rooting published Installation instructions and Section 6A. Install Boral TileSeal"T in accordance with Boral Roofing published installation instructions and Section 6.7.3,except end(vertical)laps,described below. Apply SBS Mastic under all end (vertical)laps or any other laps where the self-adhering bituminous underside is In j contact with the fabric top surface,rolling the interface into place with a weighted roller. f 6.7,5 Tile Ap_licatlons: Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein,using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. Battens must be used for all the installations atop floral TileSeal'{with roof pitches of 2Y2 to less than 3:12. Boral Roofing's Elevated Batten System or counter battens are required. f - Approved foam adhesive may be used for roof slopes 2:12 and greater. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction In order to properly evaluate the installation ofthis product, 8, MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements, 9. QUAEITY ASSURANCE ENTITY: UL,LLC.—QUA9625;(414)248-6409;Karen,buchmann@us.uLcom -END OF EVALUATiON REPORT- Exterior Research and Design,LLC. Evaluation Report M35710.1110-R8 [erafrcore of Authorkation#95%. FL14317-R7 Revision 8:07/0112DIS Page 6 of 6 06/26/2017 10:13 7725896459 KSM ENGINEERING_ PAGE 01/01 iMAJ AVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARLIN(772)337-7755 PO. BOX 78-137.7, SEBASTIAN, FL 32978-1377 SEBASTIAN(772)589-0712 PALM BEACH(561)845-7445 www.Ksmengineehng.net MELBOURNE(321)768-8488 FAX(561)845-8876 St LUCIE(772)229-9093 C.A.:5693; � E-Mail_KSM�KSMENGiNEERING.NET FAX(772)5$9.6469 SOIL COMPACTION REPORT ASTM 0 1667 and ASTM D 2922 j Revised: June 8, 2017. DATE TESTED June 2, 2017 KSM JOB# : 171698-ld/MH/ct PERMIT# 1703-0041 CONTRACTOR B & D Grading and Land Clearing JOB LOCATION : 104 Springhill-Drive Jensen Beach, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.W. 0"- 12" 40 108,9 110.4 98.6 2. N.E. 40 1.08.6 98.4 3. Center 40 108.7 98.5 4, S.W. 35 107.8 97.6 5. S.E. 4n 10Ai Q - Soil,Description, W 111.0 Light Brown Sand E I I I I I I I I I I In Place Moisture: 11.4 Percent H 110.0 T Optimum Moisture: P I I I I 1 11.0;Percent C 109.0 I 1 I I I — Max: Dry Density: I I I l I F 110A P.C.F. 108.0 @ Test Locations The o I^ I I I I Density& Penetrometer R Readings Indicate the Y Degree of Compaction Meets I i I I l Minimu�er� gs fired for 8 9 10 11 12 13 14 U _► on Moisture-%of Dry Weight :ten to Natural Grade. o � .(It lie A P. RECEIVED JUN-2 6 2012 .� ;.... att.net 1 fr�Joeps stO onaid G-Keller, F E 37293/Si L ic. No,-860 / Julie E.Keller,P E.:68366 iM 1JJM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772)337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772)589-0712 PALM BEACH(561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488 FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093 C.A.:5693 SOIL COMPACTION REPORT FAX(772)589-6469 ASTM D 1557 and ASTM D 2922 Revised: June 8, 2017 DATE TESTED June 2, 2017 KSM JOB# : 171698-1 d/MH/ct PERMIT# 1703-0041 CONTRACTOR B & D Grading and Land Clearing JOB LOCATION 104 Springhill Drive Jensen Beach, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.W. 0" - 12" 40 108.9 110.4 98.6 2. N.E. if40 108.6 1198.4 3. Center if40 108.7 98.5 4. S.W. If35 107.8 97.6 5. S.E. IT 4n 1 nR P AR R - Soil Description: W 111.0I I I I I I Light Brown Sand E I I I I I In Place Moisture: G I 11.4 Percent H 110.0 4 ••-.•I_ T I I I I I I I I Optimum Moisture: P I I I I I 11.0 Percent I 109.0 _..I_.. 1_.._.I_.._.l _.I._.._. Max. Dry Density: --- ----- - - - I -- -I— --1- ---I--- - --- 110.4 P.C.F. F I I I I I 108.0 —.._.._.._.i_.._.I_.._.I_.._.._.._. @ Test Locations The D I Density & Penetrometer R I I I I I I Readings Indicate the Y I I I I I I Degree of Compaction Meets I I I I I MinimurT4fDtequired for 8 9 10 11 12 13 14 des eli@ UlrbS� on n to Natural Grade. Moisture-%of Dry Weight e41� :. REI EI V ED J ,,tirlie A �rF P. fir) 3 0.2p1i d d F y �s en �✓ ; att.net ®�!eegds�emat44 onald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366