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Home My WebLink AboutRevisions Florida Building Code Online o of 4 FleC16V p y a ..S k•...e�, �Y, .v?"�x�;s`. i�.'a8 wc. ..r e .:f...... ''w .�y,.'..*. U%:x".' _ '. " i i r .3. i•. BCIS Home I Lag In 1�User Registration Hot Topics i Submit Surcharge Stabs&Facts � Publications � FBC Staff BC[S Site Map � Links Search'j F10CIC�d Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL11560 R2 o) - 0 ,,; T ti c� BS Tl�dr�r 'LOFT Application Type Revision ,�1. LT COL: -• —` �i Code Version 2014 R-FI F ITWED �� —AT- LIANCE TV Application Status Approved TRZ, �Ir DATE "� Comments PLANS AND PE, II1*MUST BE I(EPT ON JVS Archived Cl OR NO v4`SPECTIO ti WJLL 13F.I'r=E, Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street,Suite 200 Louisville,KY 40202 (812)218-7342 dstermer@metalsales.us.com Authorized Signature David Stermer dstermer@metal y Technical Representative Address/Phone/Email t d t Y 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 W Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam ' the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Yoosef Lavi,P.E. 9 Validation Checklist-Hardcopy Received Certificate of Independence FL11560 R2 COI CertificateIndeoendence.pdf Referenced Standard and Year(of Standard) Standard Year TAS 125 2003 UL 1897 1998 UL 1897 2004 j UL 580 2006 . UL 580 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11560 R2 Eouiv TestEouivalentC2009 2 3 12.pdf Sections from the Code I I i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqudhLg8eDpZIB... 4/24/2617 1 Florida Building Code Online . Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 03/31/2015 Date Validated 04/07/2015 Date Pending FBC Approval 04/12/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 11560.1 Aluminum 5V-Crimp 24"wide,nom 0.032"thick(min.)aluminum through fastened roof panel over min 15/32"thick plywood deck or 7/16"thick OSB with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ:No FL11560 R2 II EvaluationReoortC2009 1.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure:+N/A/-161.5 Evaluation Reports Other:Uplift load of 30 psf at fastener spacing of 36"o.c. FL11560 R2 AE EvaluationReportC2009 1.Ddf and 161.5 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes 11560.2 Aluminum Image II 16"wide,nom 0.032"thick(min.)aluminum concealed fastener roof panel over min 15/32"thick plywood deck or 7/16"thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R2 II EvaluationReportC2009 2.Odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-107.35 Evaluation Reports Other:Uplift load of 22.5 psf at fastener spacing of 24"o.c. FL11560 R2 AE EvaluationReportC2009 2.12df and 107.35 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes 11560.3 Aluminum Image II 16"wide,nom 0.032"thick(min.)aluminum concealed fastener roof panel over min 19/32"thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R2 II EvaluationReportC2009 3.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-195.0 Evaluation Reports Other: Uplift load of 22.5 psf at fastener spacing of 24" FL11560 R2 AE EvaluationReportC2009 3.odf o.c., 104.7 psf at fastener spacing of 6"o.c.and 195.0 psf Created by Independent Third Party: Yes at fastener spacing of 6"o.c.with support strap. 11560.4 Image II Min.�26ga.,max. 16"wide standing seam roof panel over min. hick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R2 II EvaluationReportC2009 4.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-84.25 Evaluation Reports Other: Uplift load of 84.25 psf at fastener spacing of 24" FL11560 R2 AE EvaluationReportC2009 4.Odf O.C. Created by Independent Third Party: Yes 11560.5 Image II Min. 26 ga.,max. 16"wide standing seam roof panel over min. 19/32"thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No EL1155Q R2 II EvaluationReportC2009 5.Odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-139.1 Evaluation Reports Other:Uplift load of 84.25 psf @ fastener spacing of 24", FL11560 R2 AE EvaluationReportC2009 5.Ddf 102.7 psf @ fastener spacing of 6"and 139.1 psf @ fastener Created by Independent Third Party: Yes spacing of 6"with 3/8"bead adhesive in sidelap 11560.6 Magna-Loc Min. 24 ga., 16"wide standing seam roof panel over plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R2 II EyaluationReDOrtC2009 6.Ddf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-166.0 Evaluation Reports Other: Uplift load of 95.2 psf @ MC clip spacing of 30"o.c., FL11560 R2 AE EvaluationReportC2009 6.odf 101.0 psf @ MC clip spacing of 15"o.c., 123.5 psf @ MC clip Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqudhLg8eDpZIB... 4/24/2017 Florida Building Code Online Page 3 of 4 spacing of 8"o.c,and 166 psf @ MPW clip spacing of 12" o.C. 11560.7 Magna-Loc Min. 24 ga., 16"wide standing seam roof panel over steel deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R2 II EvaluationReportC2009 7.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-168.5 Evaluation Reports Other: Uplift load of 59.7 psf @ MC clip spacing of 36"D.C. FL11560 R2 AE EvaluationReDortC2009 7 odf and 168.5 psf @ MPW clip spacing of 12"o.c. Created by Independent Third Party: Yes 11560.8 Stile Min. 26 ga.,39.4"wide through fastened roof panel over min. 15/32"thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R2 II EvaluationReDOrtC2009 8 Ddf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-102.7 Evaluation Reports Other: Uplift load of 85.8 psf at fastener spacing of 24"o.c. FL11560 R2 AE EvaluationReoortC2009 8.odf and 102.7 psf at fastener spacing of 12"o.c. Created by Independent Third Party: Yes 11560.9 Stile Min. 26 ga.,39.4"wide through fastened roof panel over min. 19/32"thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R2 II Eva luationReDOrtC2009 9.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-149.6 Evaluation Reports Other:Uplift load of 50.4 psf at fastener spacing of 36" FL11560 R2 AE EvaluationReoortC2009 9.odf D.C., 106.8 psf at fastener spacing of 24"D.C.and 149.6 psf Created by Independent Third Party:Yes at fastener spacing of 12"o.c. 11560.10 Vertical Seam Min 24 ga.,max. 16"wide standing seam roof panel over min. 15/32"thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R2 II EvaluationReportC2009 10.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-114.25 Evaluation Reports Other:Uplift load of 30.0 psf at clip spacing of 48"o.c., FL11560 R2 AE EvaluationReoortC2009 10.1)df 73.0 psf at clip spacing of 24"o.c.and 114.25 psf at clip Created by Independent Third Party: Yes spacing of 8"o.c. 11560.11 Vertical Seam Min 24 ga.,max. 18"wide standing seam roof panel over min. 15/32"thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ:No FL11560 R2 II EvaluationReoortC2009 11.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-105 Evaluation Reports Other: Uplift load of 30.0 psf at clip spacing of 48"D.C., FL11560 R2 AE EvaluationReDortC2009 11.12df 82.5 psf at clip spacing of 12"D.C.and 105.0 psf at clip Created by Independent Third Party: Yes spacing of 12"o.c.with sidelap adhesive. 11560.12 Vertical Seam Min. 26 ga., 16"wide standing seam roof panel over min. 15/32"thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R2 1I EvaluationReportC2009 12.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-81.3 Evaluation Reports Other:Uplift load of 30.0 psf at clip spacing of 48"o.c.and FL11560 R2 AE Eva luationReoortC2009 12.pdf 81.3 psf at clip spacing of 6"o.c. 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.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. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqudhLg8eDpZIB... 4/24/2017 EVALUATION REPORT OF ` 4 A METAL SALES MANUFACTURING CORPORATION — 126 GA.IMAGE II PANEL' FLORIDA BUILDING CODE 5TH EDITION (2014) FLORIDA PRODUCT APPROVAL FL 11560.4-R2 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 31 Street,Suite 200 Louisville,KY 40202 Telephone: (502)8554300 Fax: (502)8554290 RECEIVED i APR 2 0 Z017 Prepared By: Bala Sockalingam,Ph.D.,P.E. Florida Professional Engineer#62240 1216 N Lansing Ave.,Suite C Tulsa,OK 74106 Telephone: (918)492-5992 FAX: (866)366-1543 This report consists of Evaluation Report(2 Pages including cover) Installation Details(1 Page) ' so CKg4Zf,1--,i v '•77 No 62240 : 4-C Report No. C2009-4 -o Date: 3.27.15 •� STATE OF ;•� ' O10 lift j 3 Z� S FL 11560.4-R2 C2009-4 3.27.15 Page 2 of 2 Manufacturer: Metal Sales Manufacturing Corporation Product Name: Image II Panel Description: Mak. 16" wide coverage with 1" high ribs Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 15/32" thick plywood for new and existing constructions. Designed and installed as per FBC 2014. Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws cr 6" o.c. (Minimum) in the plywood field and @ 4" o.c. at edges New Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1 Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt. For reroofing (Optional) construction only. Slope: 2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 84.25 psf @ fastener spacing of 24" o.c. (Factor of Safety=2) Fastener Pattern: #10-12 pancake head screws along panel seam. Fastener shall be of sufficient length to penetrate through the deck a minimum of/4'. Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard Requirements for Metal Roofing Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 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. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2014 Section 1505 and current approved roofing materials directory or ASTM E108AJL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: TAS 125 Test Reports Hurricane Test Laboratory,LLC HTL Report#: 0103-0714-09,Reporting Date 9/1/09 i .m: cHcam er. as. D.S. pwT: 04F S NEW UNDERLAYMENT SEE DETAIL 1 MAX. 16" PANEL FASTENER ROOF PANEL —\� (OP(OPISTINTIONAL) SPACING PER ALLOWABLE / PRESSURE TABLE. n n 11 PLYWOOD IL EXISTING UNDERLAYMENT MINIMUM ATTACHMENT: 15/32' THICK (MIN.) z (OPTIONAL) 8d x 2.5' LONG RING SHANK NAIL W MIN. 2X_ WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS TRUSS AT MAX. 24" O.C. SPACED 0 6" O.C. IN THE FIELD ce& 0 4" O.C. AT PLYWOOD EDGES o o U N V �N TYPICAL PANEL INSTALLATION X-SECTION N-0 to J� CC) tn N �5Lo MIN 26 GA. PANEL ALLOWABLE UPLIFT PRESSURE y� FASTENER PRESSURE 'n NEW UNDERLAYMENT SPACING (PSF) (IN) 10 PANCAKE SCREWS W EXISTING SHINGLES 24 B4.25 d (OPTIONAL) 4zj Q O U a a �gm w <"� §N EXISTING UNDERLAYMENT GENERAL NOTES: m I. ARCHITECTURAL ROOF PANEL HAS D IN ACCORDANCE TH (OPTIONAL) DETAIL PLYWOOD 2. FLORIDAO BUILDING NELS ARE ODESHA FBE)MIN.B26NGAEMAXEEFFECTIVE COVERING IWIDTH EOF 15/32" THICK (MIN.) PANEL = 16". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS, UKAWING NO. REV. 2009-4 PAGE N0. OF , _ Florida Building Code Online• Page 1 `of 2 BCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Florida r a Product Approval �� y®in USER:Public User (j v kpy LWi,AY;dh�itn Product Approval Menu>Product or Application Search>Application List>Application Detail :2^' FL# FL2569-R11 Application Type Revision Code Version 2014 Application Status Approved Comments Archived I. 1 Product Manufacturer Soprema,Inc. (Canada) Address/Phone/Email 1640 rue Haggarty Drummondville, NON-US 00000 (819)478-2400 Ext3327 memathieu@soprema.ca Authorized Signature Marc-Etienne Mathieu memathieu@soprema.ca Technical Representative Marc-Etienne Mathieu Address/Phone/Email 1688 Jean-Berchmans-Michaud Drummondville,NON-US 00000 (819)478-2400 Ext3327 memathieu@soprema.ca Quality Assurance Representative Jean-Francois Cote,Ph.D. Address/Phone/Email 1640 rue Haggarty Drummondville (888)811-3145 jfcote@soprema.ca Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert J. M. Nieminen the Evaluation Report Florida License -c e PE 59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/16/2017 Validated By John W. Knezevich,PE L7 Validation Checklist-Hardcopy Received Certificate of Independence FL2569 R11 COI 2015 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2009 ASTM D6163 2000 ASTM D6164 2005 FM 4474 2004 FRSA/TRI April 2012(04-12) 2012 TAS 103 1995 TAS 110 2000 i i http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsKQFEnckB 10... 4/24/20,17 1 •Florida Building Code Online Page 2lof 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/15/2015 Date Validated 10/19/2015 Date Pending FBC Approval 10/21/2015 Date Approved 12/15/2015 Summar of Products FL# Model,Number or Description Name 2569.1 Soprema Roof Self adhering roof underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL2569 R11 II 2015 10 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569- Approved for use outside HVHZ:Yes R11.odf Impact Resistant:N/A Verified By: Robert Nieminen,P.E.PE-59166 Design Pressure: +N/A/-90 Created by Independent Third Party:Yes Other: 1.)Refer to ER Section 5 for Evaluation Reports Limits of Use.2.)The design pressure FL2569 R11 AE 2015 10 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569- noted herein pertains to underlayment R11.Ddf systems used beneath adhesive-set tile Created by Independent Third Party:Yes systems. Refer to ER Section 5.6.4 for details. 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: Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKQFEnckB 10... 4/24/20,17 I EXTERIOR RESEARCH& DESIGN, I.I.C. i Certificate of Authorization#9503 TRINITY ERD 353 CHRISTIAN STREET,UNIT#13 OXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Soprema,Inc. Evaluation Report S18010.06.09-R9 1640rue Haggerty FL2569-R11 Drummondville,QuebecJ2C5P8 Date of Issuance:06/15/2009 Canada Revision 9:10/12/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Soprema Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I 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. This Evaluation Report consists of pages 1 through 7. Prepared by: gX2" -•s j Robert J.M.Nieminen,P.E. �.,o�;•.� °r'�+;. The facsimile sea[appearingwas authorized by Robert Nieminen, y�F w P.E on 19/12/2015.This does not serve as an electronically signed Florida Registration No.59166,Florida QCA ANE1983 i'�',��p� �.•�• doormen.Signed,sealed hardtnples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION of INDEPENDENCE: 1. TrinitylERD 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. Trinityl ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 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 specificallyfor that purpose. II , i s 1"J TRINITY'ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Soprema, 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 Resistance FM 4474 2004 1507.2.4,1507.2.8, Physical Properties ASTM D1970 2009 1507.2.9.2,1507.4.5.1, 1507.5.3,1507.7.3 1507.11.2 Physical Properties ASTM D6163 2000 1S07.11.2 Physical Properties ASTM D6164 2005 1523.6.5.2.1 Physical Properties TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 3. REFERENCES: Entity Examination Reference• Date ERD(TST6049) ASTM D1970/TAS 110 2968.05.04-2 05/14/2004 ERD(TST6049) Physical Properties 2757,02.05 02/03/2005 ERD(TST6049) ASTM D1970/TAS 110 2974.03.05-2 OS/17/2005 ERD(TST6049) Wind Resistance 2778.07.05 07/15/2005 ERD(T5T6049) Wind Resistance 2779.11.05-R1 04/18/2007 ERD(TST6049) TAS 103/TAS 110 S7120.11.07-2 11/02/2007 ERD(TST6049) ASTM D1970/TAS 110 S13190.02.09-Ri 04/01/2010 ERD(TST6049) ASTM D1970 TAS 110. 531370.03.10-1-R1 04/07/2010 ERD(TST6049) Physical Properties/Tensile Adhesion S11150.05.10-R1 09/09/2010 ERD(TST6049) Physical Properties/Tensile Adhesion S11150.05.09-112 10/05/2010 ERD(TST6049) ASTM D1970 537210.11.11 11/09/2011 ERD(TST6049) ASTM D1970 S40540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties/Tensile Adhesion S43530.02-14-1 02121/2.014 ERD(TST6049) Physical Properties/Tensile Adhesion SOPC-SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SOPC-SC8520.14 04/17/2015 M-D(CER1592) HVHZ Compliance 09-1005.02 11/04/2010 M-D(CER1592) HVHZ Compliance 13-0530.02 11/27/2014 ICC-ES(EVL2396) 2012,2009 and 2006 IBC Compliance ESR-1524 10/01/2014 PRI(TST5878) Physical Properties SOP-064-02-01 12/03/2013 Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH PLY 40 05/29/2015 UL,LLC(QUA9625) Quality Control Service Confirmation Exp.10/16/2017 4. PRODUCT DESCRIPTION: 4.1 Lastobond TU HT is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment. 4.2 Lastobond Shield is a self-adhering, woven polyethylene surfaced, 585 modified bitumen roof underlayment available in two widths;36 and 45 inch. 4.3 RESISTO SA SMOOTH PLY 40 is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment;available in 3.3 ft x 65 ft rolls. Exterior Research and Design,I.I.C. Evaluation Report S18010.06.09-119 CertiJlcote of Authorkatlan#9503 FLZ569-R11 j Revision 9:10/12/2015 Page 2 of 7 i �\�.1 TRINITY 1 ERD 4.4 Lastobond Shield HT is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment. 4.5 Lastobond Pro HT-N is a self-adhering, woven polyethylene surfaced, 565 modified bitumen roof underlayment available in two widths;36 and 45 inch. 4.6 Lastobond Pro HT-S is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment. 4.7 Lastobond 195 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment. 4.8 Lastobond is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment. 4.9 Lastobond Eco is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment. 4.10 Lastobond Smooth Seal HT is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen roof underlayment. 4.11 RESISTO LB1236 is a g self-adhering, lass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width. 4.12 PrimeSource Grip-Rite Eave&Valley Protector is a self-adhering, glass-mat reinforced,sand-surfaced, SBS modified bitumen roof underlayment,with a 36anch sheet width. 4.13 RESISTO LB1244 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 44-inch sheet width. 4.14 Colphene FR GR is a self-adhering, fiberglass.reinforced, granule-surfaced, SBS modified bitumen roof underlayment. 4.15 Unilay(e) is a mechanically attached, polyester reinforced, granule-surfaced, SBS modified bitumen roof underlayment. 5. LIMRATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD 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. S.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Soprema 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 AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments are follows: TABLE 1 ,ROOF COVER OPTIONS Asphalt Nail-On Foam-On Metal Wood Shakes& Slate Underlayment Shingles Tile Tile Shingles Lastobond TU HT Yes Yes Yes See 5.5.1 Yes Yes Yes Lastobond Shield/Pro HT-N/ Yes No No No Yes Yes RESISTO SA SMOOTH PLY 40 Lastobond Shield HT/Pro HT-5 Yes No No Yes Yes Yes Lastobond/Lastobond 195 Yes No No No Yes Yes Exterior Research and Design,U.C. Evaluation Report 518010.06.09-119 Certificate of Authorization#9503 FL2569-R11 Revision 9:10/12/2015 Page 3 of 7 TRINITY'ERD TABLE 1 ROOF COVER.OPTIONS Asphalt Nall-On Foam-On Metal Wood Shakes& Slate Underlayment Shingles Tile Tile Shingles Lastobond ECO /RESSTO LB1236,Grip-Rite Eave&Valley Yes No No No Yes Yes Protector/RESISTO LB1244 Lastobond Smooth Seal HT Yes No No Yes Yes Yes Colphene FR GR Yes Yes Yes No Yes Yes See 5.5.1 Unilay(e) Yes Yes Yes No No No Batten Only See 5.5.1 5.5.1 "Foam-On Tile" is limited to.use of the following adhesives unless tensile adhesion/long term aging data from an accredited testing laboratory is provided. Underlayment Adhesive(s) Lastobond TU HT 3M 2-Component Foam Roof Tile Adhesive AH-160(FL6332)or Dow Chemical TileBondTM'Roof Tile Adhesive(FL717) Colphene FR GR 3M 2-Component Foam Roof Tile Adhesive AH-160(FL6332) Unilay(e) 3M 2-Component Foam Roof Tile Adhesive AH-160(FL6332) 5.6 Allowable substrates are noted below: 5.6.1 Direct-Bond to Deck: Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond TU HT, Lastobond, Lastobond 195, Lastobond ECO, RESISTO LB1236, Grip-Rite Eave & Valley Protector,RESISTO LB1244 or Lastobond Smooth Seal HT applied to: ➢ Plywood;ASTM D41 primed plywood;OSB;ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine;ASTM D41 primed structural concrete. Colphene FR GR applied to: ➢ Plywood;ASTM D41 primed plywood;ASTM D41 primed structural concrete. Note: ➢ While not required over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within 24 hours. ➢ Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment. 5.6.2 Bond-to-Insulation: Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond TU HT, Lastobond, Lastobond 195, Lastobond ECO, RESISTO LB1236, Grip-Rite Eave & Valley Protector,RESISTO LB1244,Lastobond Smooth Seal HT or Colphene FR GR applied to: ➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements.of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile systems(Lastobond TU HT only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D orTAS 114,AppendixJ. Exterior Research and Design,U.C. Evaluation Report 518010.06.09-R9 Certiftate of Authorizottan#9503 F LZ569-R11 Revision 9:10/12/2015 Page 4 of 7 I-\J TRINITY I ERD 5.6.3 Bond to Mechanically Attached Base Laver: Lastobond Shield; Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond TU HT, Lastobond, Lastobond 195, Lastobond ECO, RESISTO LB1236, Grip-Rite Eave & Valley Protector,RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR applied to: ➢ ASTM D226,Type I or II felt;Sopra-G; Modified Sopra-G. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on the systems (Lastobond TU HT only), base layer shall be attached in accordance with FRSA/TRI April 2012(04-12). 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where the underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam-on tile 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 FBC 1609 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure=-45.0 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)Elastocol Stick or Elastocol 600c Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered. 5.6.4.2 Maximum Design Pressure=-67.5 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: Elastocol600c Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered. 5.6.4.3 Maximum Design Pressure=-60.0 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps(FBC 1517.5.2)spaced 6-inch o.c.at the 4-inch laps and 6-inch o.c.in three,equally spaced rows in the center of the sheet. Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered 5.6.4.4 Maximum Design Pressure=-90.0 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Underlayment: Unilay(e) mechanically attached with Soprafix Polymer Batten Bar (PBB) or Soprafix Metal Batten Bar(MBB)with Soprema#15-EL fasteners spaced 6-inch o.c,within the 5- inch wide, self-adhering side laps. End laps are 6-inch wide and sealed using either heat-welding or hot-air welding techniques. 5.7 Exposure Limitations: Lastobond, Lastobond 195,Lastobond Eco, Lastobond Smooth Seal HT, RESISTO LB1236, Grip-Rite Eave & Valley Protector or RESISTO LB1244 shall not be left exposed for longer than 30-days after installation. Lastobond Shield, Lastobond Pro HT-N, RESI5TO SA SMOOTH PLY 40, Lastobond Shield HT or Lastobond Pro HT-S shall not be left exposed for longer than 90-days after installation. Lastobond TU HT or Colphene FR GR or Unilay(e)shall not be left exposed for longer than 180-days after installation. Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-R9 Certificate of Authorization#9503 FL2569•Hll Revision 9:10/12/2015 Page 5 of 7 I � I `,J TRIM Y I ERD 6. INSTALLATION: 6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate with Elastocol Stick or Elastocol 600c(if applicable). 6_3 Lastobond TU HT,Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT Lastobond Pro HT-S,Lastobond, Lastobond 195,Lastobond Eco, Lastobond Smooth Seal HT,RESISTO LB1236,Grip-Rite Eave&Valley Protector,RESISTO LB1244 or Colphene FIR GR: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile Applications: While priming is optional, Soprema recommends priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps shall be sealed using either heat-welding or hot air welding techniques. When installing at slopes above 8:12,Soprema recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys,apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications(Lastobond TU HT or Colphene FR GR only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam-on the applications,reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012(04-12). Tile shall be loaded, and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6_4 Unila e : 6.4.1 Non-Tile Applications or Nail-On,Battened Tile Applications: Reference is made to Table 1 herein and FRSA/TRI April 2012(04-12)Installation Manual(if applicable). Apply sheet parallel to the roof edge and, starting at the eave with the selvedge-edge upslope, mechanically attach the 5-inch wide selvedge-edge to the wood deck with nails and tin caps or round cap- nails spaced 36-inch o.c. Apply the second course in a water-shedding manner with self-adhering side- laps. Vigorous hand or motorized roller pressure is applied to the self-adhering laps to ensure a watertight application. Vertical seams should be 6-inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps shall be sealed using either heat-welding or hot air welding techniques. Exterior Research and Design,LLC. Evaluation Report S18030.06.09-119 Certificate of Authorization#9503, FL2569-Rll Revision 9:10/12/2015 Page 6of7 i I J TRINITY -ERD Tile(if applicable)shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.4.2 Foam-On Tile Applications: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual,Table 1 herein and Section 5.6.4.4 herein. Apply sheet parallel to the roof edge and, starting at the eave with the selvedge-edge upslope, mechanically attach the 5-inch wide selvedge-edge to the wood deck Soprafix Polymer Batten Bar(PBB)or Soprafix Metal Batten Bar (MBB) with Soprema #15-EL Fasteners spaced 6-inch o.c. Apply the second course in a water-shedding manner with self-adhering side-laps. Vigorous hand or motorized roller pressure is applied to the self-adhering laps to ensure a watertight application. Vertical seams should be 6-inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps shall be sealed using either heat-welding or hot air welding technique's. Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to ,the underlayment. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: UL,LLC—QUA9625;(314)578-3406,k.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-R9 Certificate of AuMorization 49503 FL2s69-Rn Revision 9:10/12/2015 Page 7 of 7 i _ 0 OFFICE USE ONLY: J DATE FILED: J J cp-D11 PERMIT# 700-- REVISION FEE:�,�., � RECEIPT# S` , PLANNING & DEVELOPMENT SERVICES 0 BUILDING&CODE REGULATION DIVISION c e 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 FAX(772)462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 633 Nettles Blvd., Jensen Beach, FL Permit#1702-0145 2. DETAILED DESCRIPTION OF PROJECT w REVISIONS: , Showing Window Buck. r<f ` New � 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: CBC1252388 ST. LUCIE COUNTY CERT.#: 23577 BUSINESS NAME: WAV\•ee- QUALIFIERS NAME: e—%�L�4„n ADDRESS: CITY: t g�,�a ySTATE: PL ZIP: 33K5 PHONE(DAYTIME): Tl'a-2-2.3-Dta C>-f FAX: 1)1 a-Z4 3• 0L.'t-1 4. OWNER/BUILDER INFORMATION: NAME: Mr&Mrs McClory ADDRESS: 1,.33 NIc.AA-�1-2S zlia. CITY: �,en�en �cwe1� STATE: Fc.. ZIP: 19 PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: Braden&Braden ADDRESS: 417 SE Coconut Avenue CITY: Stuart STATE: FL zip: 34996 PHONE(DAYTIME): 772-287-8258 FAX: 77 .- .87-8 .83 Revised 07/22/2014 OR' EV UN I S I AML low OFFICE USE ONLY: DATE FILED: ' ' , 1 PERMIT# REVISION FEE: �f, . 0 y RECEIPT# PLANNING& DEVELOPMENT 'COUNTYBUILDING&CODE REGULATIO W 2300 VIRG1NiA AVENUE FORT PIERCE,FL:34982-5652 (772)462-15.53 FAX:(772)462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 633 Nettles Blvd, Jensen Beach,FL 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: Roof NOA's - s r S.YMR! D .F 3. CONTRACTOR INFORMATION: STATE of FLREG.7CERT.#: CBC1252388 ST. LUCIE COUNTY CERT.#: 23577 BUSINESS NAME: Wg,}\fC��.,�� QUALIFIERS NAME: ADDRESS: \X-10% S� S�►kte F�w�. CITY: �t S>jna STATE: r& ZIP: 3'3'4SS PHONE(DAYTIME): lift7?2-4a3-01,0E FAX: 7-la-ftm 2-a-3 -Oc,T4 4. OWNEW1112tMER INFORMATION: NAME: : M i 1Y\rs �i1�G IwK ADDRESS: 3 vZ. CITY: e c STATE: ZIP:. .. PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: �J1`Aaer. w �JJ\oac,. ADDRESS: ' -omt-- ucwar�_ CITY: S ari STATE: rL ZIP: -94'99t, PHONE(DAYTIME): FAX: -rl-la.-QV7-ft8'3 Revised 07/22/L014 FORM R405-2014 '�^"�' ` FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation Residential Performance Method Project Name: McCLORY ADDITION Builder Name: WATLEE CONSTUCTION Street: 633 NETTLES BLVD. Permit Office: ST.LUCIE COUNTY City,State,Zip: ST.LUCIE COUNTY,FL,FL, Permit Number:1702-0145 Owner. GENEVIVE McCLORY Jurisdiction: Design Location: FL,Fort Pierce County:: ST.LUCIE COUNTY(Florida Climate Zone 2) 1. New construction or existing Addition 9. Wall Types(502.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Ext Insul,Exterior R=4.1 502.67 ft2 b.NIA R= ft2 3. Number of units,if multiple family 1 c.WA R= ft2 4. Number of Bedrooms(Bedrms In,Addition) 1(1) d.NIA R= ft2 5. Is this a worst case? No 10.Ceiling Types (419.0 sqft.) Insulation Area a.Roof Deck(Unvented) R=20.0 419.00 ft2 6. Conditioned floor area above grade(ft2 419 b.N/A R= ft2 Conditioned floor area below grade(f 2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(126.4 sqft.) Description Area a. U-Factor. Dbl,U=0.65 126.36 ft2 SHGC: SHGC=0.25 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 9.0 SEERA§.00 c. U-Factor. NIA ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft2 a.Electric Heat Pump 9.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.250 14.Hot water systems-None required , 8. Floor Types (418.6 sqft.) Insulation Area a. Cap:N/AEF:0.000 a.Raised Floor R=30.0 418.60 ft2 b. Conservation.features b.WA R= ft2 c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.302 Total Proposed Modified Loads: 14.82 Total Baseline Loads: 18.52 �ASS I hereby certify that the plans and specifications covered by Review of the plans and 041110 STq?B this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. ti rrrr "y,1y °•c", Oa PREPARED BY: Before,construction is completed r DATE: this building will be inspected for �� - compliance with Section 553.908 I hereby certify that t ' ding;as designed,is in compliance Florida Statutes. with the Florida Energy C e. CQp INV OWNER/AGENT: BUILDING OFFICIAL: DATE:' DATE: - Compliance requires certification by.the air handler-unit manufacturer that the airhandler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an.envelope leakage test report in accordance with R402.4.1.2. I 3/9/2017 8:16 AM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: McCLORY ADDITION Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 419 Lot# Owner. GENEVIVE McCLORY Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: WATLEE CONSTUCTION Rotate Angle: 0 Street: 633 NETTLES BLVD. Permit Office: ST.LUCIE COUNTY Cross Ventilation: No County: ST.LUCIE COUNTY Jurisdiction: Whole House Fan: No City,State,Zip: ST.LUCIE COUNTY,F Family Type: Single-family FL, New/Existing: Addition Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Fort Pierce FL VERO_BEACH_MUNI 2 39 90 70 75 299 62 Low BLOCKS Number Name Area Volume 1 Entire House 419 3352 SPACES Number Name Area Volume Kitchen Occupants Bedrooms_ Infil ID Finished Cooled Heated 1 BEDROOM 316 2628 No 2 1 1 Yes Yes Yes 2 BATH 103 821 No 0 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R=Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor BEDROOM 316 ftz 30 0 0' 1 2 Raised Floor BATH — 102.6 ft2 30 0 0, 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested 16sul. (deg) 1 Gable or Shed Metal 442 ftz 70 ft' Light 0.6 No 0.9 No 20 18.4 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 419 W N N 3/9/2017 8:16 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING # Ceiling Type . Space R-Value Ins Type Area Framing Frac Truss Type . 1 Under Attic(Unvented) BEDROOM 20 Blown 316 ftz 0.1 Wood 2 Under Attic(Unvented) BATH 20 Blown 103 ftz 0.1 Wood WALLS Adjacent Uvall TypeSpace Cavity Width Height Sheathing Framing Solar Below R-Nialue Et In Et In Area R-Alable Fraction Ahior Grade% 1 N Exterior Concrete Block-Ext InslIEDROOM 4.1 17 0 8 0 136.0 ftz 0 0 0.6 0 _2 SW Exterior Concrete Block-Ext InsBEDROOM 4.1 20 2 8 0 161,3 ftz 0 0 0.6 0 3 NW Exterior Concrete Block-Ext InsiBEDROOM 4.1 10 8 8 0 85.3 ftz 0 0 0.6 0 4 S Exterior Concrete Block-Ext Insui BATH 4.1 2 0 8 0 16.0 ftz 0 0 0.6 0 _5. SW Exterior Concrete Block-Ext insul BATH 4A 9 10 8 0 78.7 ftz 0 0 0.6 0 _6 W Exterior Concrete Block-Ext Insul BATH 4.1 3 2 8 0 25.3 ft' 0 0 0.6 0 WINDOWS Orientation shown.is the entered,Proposed orientation. / Wail Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation lnt Shade Screening 1 N 1 Metal Low-E Double Yes 0.65 0.25 .43:1 ftz 2 ft 0 in 1 ft 4 in None None 2 SW 2 Metal Low-E Double Yes 0.65 0.25 38.6 ftz 2 ft 0 in 1 ft 4 in None None 3 NW 3 Metal Low-E Double Yes 0.65 0.25. 38.6 ftz 2 ft 0 in 1 ft 4 in None None 4 SW 5 Metal Low-E Double Yes 0.65 0.25 6.2 ftz 2 ft 0 in 1 ft 4 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH.50 1 Wholehouse Proposed ACH(50) .000356 390.7 21.45 QZ4 .2595 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 9 kBtu/hr 1 Ductless COOLING-SYSTEM EVFSEC SystemType Subtype Efficiency Capacity Air Flow SHR Block Ducts Central Unit Split SEER:19 9 kBtuthr cfrn 0.7 1 Ductless SOLAR HOT WATER SYSTEM Collector Storage rt # Company Name System Model# Collector Model# Area Volume FEF ftz I , I � 3/9/2017 8:16 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of I FORM R405-2014 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling Jan Feb Mar Apr Ma Jun [)(]Jul [X]Au rl Se [ ]Oct [ ]Nov ( ,Dec Heating Jan Feb Mar W AprMay Jun ]Jul [ ]AuSep [ ]Oct [ ]Nov [X]DecVentin Jan Feb X.Mar Apr [ May Jun J Jul [ ]Aug Se [X]Oct [XJ.Nov [ l Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 . 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 801 80 PM 80 80 78 78 78 78 78 78 78 78 78! 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78: 78 PM 78 78 78 78 78 78 78 78 78 78 781 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68! 68 PM 68 68 68 68 68 68 68- 68 68 68 66; 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 6B 68 68 68 68 68 68 68 68 68 66' 66 i i I I i I I i i I 3/9/2017 8:16 AM EnergyGauge®USA-FlaRes2014-Section R405.4.1 Compliant Software Page 4 of 4 i I FORM R405-2014 TABLE 402.'4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: McCLORY ADDITION Builder Name: WATLEE CONSTUCTION Street: 633 NETTLES BLVD. Permit Office: ST.LUCIE COUNTY City,State,Zip: ST.LUCIE COUNTY,FL,FL, Permit Number 1702-0146 Owner. GENEVIVE McCLORY Jurisdiction: Design Location: FL,Fort Pierce COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope.contains a continuous barrier. Breaks or joints in the air.banrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated.and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal.envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows,skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim.joists are insulated and include an air barrier. Floors (ncluding above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation,insulation shall be permanently attached.to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts,.utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed.. Narrow cavities Batts in narrow cavities.shall be cut to fit,or narrow cavities shall be filled by insulation that on installation.readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air-fight,IC rated,and sealed to the drywall Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind.piping and wiring._ Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating.them from the showers and tubs. Electrical/phone box on The air'barder shall.be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate.building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 3/9/2017 8:16 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index,the more efficient the home. 633 NETTLES BLVD., ST. LUCIE COUNTY, FL, FL, 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete-Block-Ext Insul,Exterior R=4.1 502.67 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.NIA R= ft2 4. Number of Bedrooms 1(1} d.NIA R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=20.0 419.00 ft2 6. Conditioned floor area(ft2) 419 b.NIA R= ft2 2 7. Windows** Description Area 11 Ducts R_ R ft2 a. U-Factor: Dbl,U=0.65 126.36 ft2 SHGC: SHGC=0.25 b. U-Factor. N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor. N/A ft2 a.Central Unit 9.0 SEER:19.00 SHGC: d. U-Factor. N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 9.0 HSPF:9.00 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.250 8. Floor Types Insulation Area 14.Hot water systems-None required Cap:N/A a.Raised Floor R=30.0 418.66 IF a. EF: b.N/A R= ft2 c.WA R= ft2 b. Conservation features 15.Credits Pstat certify that this home has com lied.with the Florida Energy Efficiency Code for Building rhfir p 9y Y 9 0 1HB 5. Construction through the above energy saving features which will be installed(or exceeded) in this.home beforo final inspection. Otherwise, a new EPL Display Card will be completed based on installed ode mpliant features. ,,,r. .••i . Builder Signature: Date: Address of New Home:x C¢33 N•e City/FL Zip: . so . �tr, AE PL �►:�Ob *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy effcien�t mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.cohl for information and a list of certified Raters. For • information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 3/9/2017 8:16 AM EnergyGauge®USA-FlaRes2014 -Section R405.4:1 Compliant Software Page 1 of 1 i Project Summary Job: - wrightsoft° Entire House Byte: Jan 31,2017 QUICK CALCS, INC. 317 ST.LUCIE LN.,FT.PIERCE,FL 34946 Phone:772466-6799 Fax 772466-6796 Email:QUICKCALCS@AOL.COM Project I • • For. MR & MRS. MCCLORY 633 NETTLES BLVD., ST. LUCIE COUNTY, FL Notes: I Design In • • Weather. Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb i Heating Summary Sensible Cooling Equipment Load Sizing Structure 5650 Btuh Structure 4388 Btuh Ducts 993 Btuh Ducts 689 Btuh Central vent (32 cfm) 989 Btuh Central vent (32 cfm) 530 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 7632 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 5327 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 746 Btuh Ducts 573 Btuh Central vent (32 cfm) 1343 Btuh Heating Colin Outside air Area (ftz) 419 419 Equipment latent load 2662 Btuh Volume(ft3) 3349 3349 Air changes/hour 0.61 0.32 Equipment total load 7989 Btuh Equiv.AVF (cfm) 34 18 Req. total capacity at 0.70 SHR 0.6 ton Heating Equipment Summary Cooling Equipment Summary Make DIAKIN Make DIAKIN Trade Trade Model RX09N MVJ U Cond RX09N MVJ U AHRI ref Coil FTX09NMVJU AHRI ref Efficiency 9 HSPF Efficiency 12.5 EER, 19 SEER Heating input Sensible cooling 6300 Btuh Heating output 11500 Btuh @ 470F Latent cooling 2700 Btuh Temperature rise 27 OF Total cooling 9000 Btuh Actual air flow 383 cfm Actual air flow 383 cfm Air flow factor 0.058 cfm/Btuh Air flow factor 0.075 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.68 Capacity balance point = 32 OF Backup: Input= 3 kW, Output= 9637 Btuh, 100 AFUE I Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - wrightsoft' 2017-Mar-09 08:17:53 �-- Right-Suite®Universal 2017 17.0.14 RSU08101 Pagel ACC{\ ...sers\Quick Calcs\Documents\McCLORY ADDITION.rup Calc=MJ8 Front Door faces: N I - -wrightsoft° Right-J®Worksheet Entire House Date: Jan 31,2017 QUICK CALCS, INC. By. 317 ST.LUCIE LN.,FT.PIERCE,FL 34946 Phone:772466-6799 Fax 772466-6796 Email:QUICKCALCS@AOL.COM 1 Room name Entire House BEDROOM 2 Exposed wall 62.8 ft 47.8 ft 3 Room height 8.0 ft d 8.0 ft heat/cool 4 Room dimensions 1.0 x 316.0 ff 5 Room area 418.6 ft2 316.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ftz) Load' number (13tuh/ft22F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N!P/S Heat Cool Gross N/P/S Heat ! Cool 6V[:t13A4ocs 0.143 n 4.06 2-M 136 93 371 236 186. 93 '371 236 4A5-2ob 0.5W n 15.68 10:39 22 0 340 225 22 0 340 225 4A5-2ob .0.560 n 15.68 9.23 22 0 340 200 22 0 340 '200 W 13A-4ocs 0.143 s 4,0.0 255 16 16 64 41. 0.. 0 0 0 11 VLS13A4ocs 0.143 sw 4.00 255 240 196 783 498 162 123 492 .313 4A5.2ob 0.560 .sw 15.68 5.87. 39. 18 605 226 39 .18 605 226 4A5-2om 0.770 sw 21i56 22-88 6 5 134 142 0 0 0 0 W 13A40cs 0.143 w 4.00 2.55 25 25 101 64 0 0 0 0 V1/ 13A4ocs 0.143 My 4.00 155 85 46 186 .118 85 4.6 186 118 t---G 4A5-2ob 0.560 nw 15.68 . 17.59 39 0 605 678 .39 0 .605 678 C 16X19-0md 0.408 - 1.59 _ 1.49 _ 419 419 664 622 316 _ 316 501 470 F . 20R30c 0.035 - 0.98 0.44 419 419 410 183 316 316 310 138 6 c)AED excursion 860 758 Envelope loss/gain 4602 4094 3749 3363 12 a) Infiltration 1048 294 797 224 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 5650 4388 4547 3587 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5650 4388 4547 3587 • 15 Duct loads 18% 16% 993 689 16% 16% 799 563 Total room load 6643 5077 5346 4150 Air required(cfm) 383 383 308 313 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri0l7tsoft Right-Suite®Universal 2017 17.0.14 RSU08101 2017-Mar-09 0 Page ae 1 ...sem\Quick Calcs\Documents\McCLORY ADDIT10N.rup Calc=MJB Front Door faces: N 9 -wrightsoft Right-M Worksheet Job: Date: Jan 31,2017 Entire House By: QUICK CALCS, INC. 317 ST. LUCIE LN.,FT.PIERCE,FL 34946 Phone:772-466-6799 Fax 772-466-6796 Email:QUICKCALCS@AOL.COM 1 Room name BATH 2 Exposed wall 15.0 ft 3 Room height 8.0 ft heat/cool 4 Room dimensions 1.0 x 1026 ft 5 Room area 102.6 ftz Ty Construction U-value Or HTM Area (W) Load Area Load number (Btuh/ft?°F) (Btu 2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y! 13A4ocs 0.143 n 4.00 255 0 0 0 0 I!�,G 4A5.2ob 0.560 n 15.68 10.39 0 0 0 0 4A5-2ob 0.560 n 15.68 9.23 0 0 0 0 W 13A4ocs 0.143 s . 4.00 255 16 16 64 41 11 VE213A-4ocs 0.143 sw 4.00 255 79 73 291 185 4A5-2ob 0.560 sw 15.68 5.87 . 0 0 0 0 4A5.2om 0.770 sw 21.56 2288 6 5 134 142 W 13A-4ocs 0.143_ w 4.00 255 25 25 101 64 Vd/ 13A4ocs 0.143 nw 4.� ' 255 0 0 0 0 _ 4A5-lob 0.560 nw 15:68 17.59 0 0 0 0 C 16X19-0md 0.408 - 1.59 1.49 103 103 163 152 F 20R30c 0.035 . - 0.98 0.44 ' 103 103 101 45 6 c)AED excursion 102 Envelope loss/gain 853 731 12 a) Infiltration 250 70 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal(lines 6 to 13) 1103 802 ' Less erdemal load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1103 802 15 Duct loads 180/0 1604 194 126 Total room load 1297 927 Air required(cfm) 75 70 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. �A -F[- wriyhtsoft- Right-Suite@ Universal 2017 17.0.14 RSU08101 2017-Mar-09 0 Page 2 ...sers\Quick Calcs\Documents\McCLORY ADDITION.rup Calc=MJ8 Front Door faces: N Florida Building Code Online Page 1 of 2 _ L BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ; FBC Staff 3 BCIS Site Map I Links Search J b ;--i u� x m % Y� Product Approval { USER:Public User 1�Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL11175-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 13 Product Manufacturer Southeastern Metals Mfg. Co. Address/Phone/Email 11801 Industry Drive Jacksonville, FL 32218 (904) 696-4682 jhkelsey@semetals.com Authorized Signature Jim Horton jwhorton@semetals.com Technical Representative Jeremy Kelsey Address/Phone/Email 11801 Industry Dr. Jacksonville,FL 32218 (904) 757-4200 Ext4682 jhkelsey@semetals.com Quality Assurance Representative Jim Horton Address/Phone/Email 11801 Industry Drive Jacksonville, FL 32218 jwhorton@semetals.com Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Wj Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden 6A Validation Checklist- Hardcopy Received Certificate of Independence FL11175 R2 COI Evaluation Report 2014 FBC SEM12001.1 Metal Roofing.odf Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 Equivalence of Product Standards Certified By Sections from the Code i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGsIp3 GvupZ... 3/13/2017 Florida Building Code Online Page 2 of 2 Product Approva[Method Method 1 Option D Date Submitted 02/19/2015 Date Validated 02/21/2015 Date Pending FBC Approval 03/01/2015 Date Approved 04/15/2015 Summary of Products i FL# Model, Number or Name Description 11175.1 Non-Structural Metal Roofing Fastened,snap lock,and mechanically seamed panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL11175 R2 II Evaluation Report 2014 FBC SEM12001.1 Approved for use outside HVHZ: Yes Metal Roofing.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Y p Created b Independent Third Party: Yes Design Pressure: N/A Other: See evaluation for allowable pressures and limits of Evaluation Reports use FL11175 R2 AE Evaluation Report 2014 FBC SEM12001.1 Metal Roofing.odf 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.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statemen jRefund 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: IF.r 1 ..-^s' Credit Card........._..... Safe I htt ://www.floridabuildin .or / r/ r a dtl.as x? aram=wGEVX wtD ttaGsI 3Gvu Z... 3/13/2017 P g g P P _ PP_ P P Q q P P i Certificate of Authorization No.29824 CREEK 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 } 24 ga.Verti-Lok Slope: 3:12 or greater Deck: Min. 19/32" plywood for new and existing construction; Designed per 2010 FBC; Min. attachment is 2-1/2", 8d ring shank nails 6"o.c. at perimeter and field at max. 24"span Underlayment: As required in accordance with 1507.4.5 (2)#10-12 pancake head wood screws installed per 18 ga. UL90 clip as shown below with Attachment: min. 3/8"deck penetration; Liquid Nails®Interior and Exterior Marble and Granite Adhesive applied in min. 1/4"continuous bead on backside of male lock as shown below Allowable Pressure: -71.25 psf when clips spaced max.24"o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.7 r+ 16"Coverage - -' ---------------------------------------------------------------- ------ ------------------------------------------------ -- - ! min.19/32"plywood (2)#10-12 pancake head wood screws per UL90 clip 24"o.c.with min.3/8"deck penetration Liquid Nails Interior and Exterior Marble and Granite Adhesive i Lap Detail: Allowable Pressure: -97.5 psf when fastened max. 12"o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.7 16"Coverage l ' 7 ' --? ------------------ ------ ---------- -------------------- ----- --------------------- ------ min.19/32"plywood) (2)410-12 pancake head wood screws per UL90 clip 12"o.c.with min.3/8"deck penetration • Llquid Nalls Interior and Exter or Marble and Granite Adhesive I I Lap Detail SEM12001 FL11175-Rl Page 11 of 16 This evaluation report is provided for State of Florida product approval under Rule 9N-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. Certificate of Authorization No.29824 CREEK 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 A 24 ga.Verti-Lok Slope: 3:12 or greater Min.22 ga. B-Deck(Fy=33 ksi)for new and existing construction; Designed per 2010 FBC; Deck: Min. attachment is#12 x 1-1/2"self-drilling metal screws 6"o.c. at max. 5' span over min. 16 ga. purlin Insulation (optional): Min.1"and max. 4" insulation board Underlayment: As required in accordance with 1507.4.5 (2)#14-13 pancake head,self-drilling screws installed per 18 ga. UL90 clip as shown below Attachment: with min.3/4"deck penetration through a 6"x 6", 22 ga. bearing plate; Liquid Nails®Interior and Exterior Marble and Granite Adhesive applied in min. 1/4"continuous bead on backside of male lock as shown below Allowable Pressure: -71.25 psf when clips spaced max.24"o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.7 �—+ 16"Coverage (2)#14-13 self-drilling metal screws per UL90 clip 24"o.c.with min.3/4"deck penetration min.22 ga.B-Deck "quid Nails Interior and Exterior Marble and Granite Adhesive I 22 ga.bearing plate Lap Detail: ------------ I SEM12001 FL11175-R1 Page 12 of 16 This evaluation report is provided for State of Florida product approval under Rule 9N-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. I Certificate of Authorization No.29824 CREE 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, L.L C (813)480-3421 24 ga.Verti-Lok Slope: 3:12 or greater Min.22 ga. B-Deck(Fy=33 ksi)for new and existing construction; Designed per 2010 FBC; Deck: Min.attachment is#12 x 1-1/2"self-drilling metal screws 6"o.c. at max. 5' span over min. 16 ga. purlin Insulation (optional): Min.1"and max. 4"insulation board Underlayment: As required in accordance with 1507.4.5 (2)#14-13 pancake head, self-drilling screws installed per 18 ga. UL90 clip as shown below Attachment: with min.3/4"deck penetration through a 6"x 6", 22 ga. bearing plate; Liquid Nails®Interior and Exterior Marble and Granite Adhesive applied in min. 1/4"continuous bead on backside, of male lock as shown below Allowable Pressure: -90 psf when clips spaced max.12" o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.7 16"Coverage N __ ___________ ______-____--_____ (2)#14-13 self-drilling metal screws per UL90 clip--"-, 12"o.c.with min.3/4"deck penetration min.22 ga.B-Deck Liquid Nails Interior and Exterior Marble and Granite Adhesive 22 ga.bearing plate Lap Detail: w' I I SEM12001 FL11175-Rl Page 13 of 16 This evaluation report is provided for State of Florida product approval under Rule 9N-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. I I y � Certificate of Authorization 29 17520 Edinburgh Dr Dr CREEK Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 REFERENCES Eli& Report No. Standard Year Certified Testing Laboratories(TST1577) CTLA 110R-1 TAS 125 2003 Certified Testing Laboratories(TST1577) CTLA 111R TAS 125 2003 Force Engineering and Testing(TST5328) 188-0330T-06D,E TAS 125 2003 Force Engineering and Testing(TST5328) 188-0331T-06D,E TAS 125 2003 Force Engineering and Testing(TST5328) 188-0332T-06A,B TAS 125 2003 Hurricane Test Laboratory(TST1527) 0041-1019-07 TAS 125 2003 Hurricane Test Laboratory(TST1527) 0041-0812-07 TAS 125 2003 Hurricane Test Laboratory(TST1527) 0041-00202-10 TAS 125 2003 PRI Construction Materials Technologies(TST5878) SEM-013-02-02.04 TAS 125 2003 PRI Construction Materials Technologies(TST5878) SEM-016-02-01 TAS 125 2003 PRI Construction Materials Technologies(TST5878) SEM-018-02-01 TAS 125 2003 LIMITATIONS 1. This evaluation is not for use in the HVHZ 2. Design wind loads shall be determined in accordance with 1609 3. The maximum fastener spacing for the approved assemblies shall not be exceeded 4. Fire classification is not within the scope of this evaluation 5. The substrate and the substrate attachment shall be designed by others 6. Panel materials shall comply with 1507.4.3 7. Fasteners shall comply with 1507.4.4 8. Install panels in accordance with this evaluation and manufacturer's detail manual COMPLIANCE STATEMENT The products and assemblies have demonstrated compliance with the 2010 Florida Building Code as evaluated herein. v� Y R. p No 74021 Z9; STATE OF ;� : %i0.t%�.� �'.•• Zachary R. Priest,P.E. F6, ..Ft R. �'a®�� Florida Registration No.74021 S/0NA�{ ��`� 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, now will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,now will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT SEM12001 FL11175-R1 Page 16 of 16 This evaluation report is provided for State of Florida product approval under Rule 9N-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.