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ENGINEERING & TESTING, INC. r Phone: (866)781-6889•Fax: (866)'784-8550 www.floiidaengmeeringandtestiAg.com 250 S.W.13`h Avenue Pompano Beach,FL 33069 DATE: 7/08/16 JOB ORDER#: 16-2120 CLIENT: All Area Roofing ADDRESS: 3921 S. US Highway 1 Fort Pierce,Florida 34982 PROJECT: 12741 Refuge-Retail Real Estate 5-V Crimp Roof Panel ADDRESS: 12741 Refuge Lane Jensen Beach,Florida FBC 2014/ASCE 7-10 DESIGN PRESSURE CALCULATIONS Proiect Information: Mean Height=25.5' Exposure: D Basic/Ultimate Wind Speed: Vi1t=170 mph Length= 49' Category: U Nominal Wind Speed: V.d=V„lt*40.6 WII idth= 48' Slope: 4/12 = 18.4° (asd=allowable strength design) Parapet Wall: N/A Residential KZ= 1.13,Kzt= 1.0, Kd= 0.85 Design Calculations: Velocity Pressure: q=0.00256*KZKztKdV2 Velocity Pressure („it): q=0.00256(1.13)(1.0)(0.85)(170)2] 71.06 psf Velocity Pressure (.d): q=0.00256(1.13)(1.0)(0.85)(170*x0.6)2] =42.64 psf Width of Pressure Coefficient: 0.1(48') = 4.8' 0.4(25.5') = 10.2' } use: 5'0" Effective Wind Area: <10ft External Pressure Coefficient: Internal Pressure Coefficient: 1) GCP1 = -0.9 1) GCPi = 0.18 . 2) GCP2 = -1.7 3) GCP3 = -2.6 esign Pressures Based on Vasd: 1) Field P1 = 42.64*[(-0.9)—(0.18)] =-46.0 psf 2) Perimeter P2 = 42.64*[(-1.7)—(0.18)] = -80.2 psf 3) Corners P3 = 42.64*[(-2.6)—(0.18)] =-118.5 psf x sir / Quality� A V.4swerance g zee- Page 2,7/08/16,Job Order 916-2120 _y All Area Roofing FL0 A Y. 12741 Refuge-Retail Real Estate-5-V Crimp Roof Panel 12741 Refuge Lane;Jensen Beach,FL: Attachment Requirements: Based on the requirements of Florida Product Approval# 17022.1R3, Table A, Method 2 and 4 with maximum design pressures of -93.5psf and 228psf; the following are our recommended fastening patterns to attach the 26 ga. 5-V Crimp roof panel to the minimum 15/32" thick plywood or wood plank decking utilizing # 10 x 1-1/2" minimum Hex Washer Head Wood screws to provide a minimum 3/16" fastener penetration thru bottom of support in the following fastener patterns and these fastener row spacings: Roof Zones 1 (Field) &2 (Perimeter) 3 (Corner) Design Pressure (ASD) 93.5psf -228psf Row Spacing 16" o.c. 6" O.C. 12" o.c. 12" o.c. Fastener Spacing (Attached to the tops of (Attached to the tops of (Across Panel Width) the V's for a total of 3 the V's for a total of 3 screws across the 24" screws across the 24" width of thepanel) width of thepanel) Notes: Corners and perimeter (edge, hip, & ridge) area dimension shall not be less than a = TO" (Zone 2: Perimeter (including along ridges) is a 510" wide strip, Zone 3: Corners are 5'0" x 5'0") Contractor to verify that the fastening patterns meet manufacturer's requirements for issuance of a warranty(as applicable). All work shall be in compliance with the local building code product control'notice of acceptance and manufacturer specifications and Florida Building Code 2014 Edition. Wind load calculations based on ASCE 7-10, FBC 2014 and information provided-by client. Client is responsible for verifying existing conditions as it pertains to the above provided product approval. All work shall be inspected by our field engineer (or authorized representative) or a building department inspector to verify compliance with specifications. Sincerely; Mark A:_Mesiano,P.E. - Florida:Engineering&'resting, Inc. Florida Reg. No. 48202- Certificate of Authorization No. 6923 I Florida Building Code Online Page 1 of 2 MENEM PrrMMEWN . ... .. f�OCl Peparnenttf BCIS Home I Login I User Re9istratron ( Hot Tdptrs Subm(t Surcharge ; Stals 8c Facts I PubticaUws FOC Staff SCIS Site Mep I Unks # Search Busines iaoduct Approval rofessl AlI r! tq USER:Public User Regulation - I) produ r ARIMMI Mena a Product or goo0otton Searcfi>Aoaikation List>Application Oetall F-ff FL2418-R7 Application Type Editorial change Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 01 Product Manufacturer Maxim Industries,Inc. Address/Phone/Email 1630 Terre Colony Court Dallas,TX 75212.6221 (214)405-2021 Inro@maxlmskyiights.com Authorized Signature David Thoroton Inro@maxhrLskyllghts.co m Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Sky Lights Subcategory Skylight Compliance Method Certification Mark or Listing i' i Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute, { Referenced Standard and Year(of Standard) rear TAS 201 Florida Building Code 1994 TAS 202 Florida Building Code 1944 TAS 203 Florida Building Code 1994 i 3 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/12/2013 Date Validated 12/13/2013 Date Pending FBC Approval Date Approved 12/30/2013 Summary o'Products https//www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsIUBZYvQ3nu... 8/1/2014 Florida Building Code Online Page 2 of 2 ' FL# Madel,Number or Name Description 2418.1 Dade Curb Mount Skylight Curb Mount Skylight ' Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F 2418 R7 C GAG N10091Q A8 R3.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2014 Design Pressure:+60/-60 Installation Instructions Other: m 241 R g7-11 FRC 24rR_R6 DCM Anchoring Details 2013-12-11.[)d Verified By:Robert J.Amoruso,PE FL No.49752 Created by Independent Third Party:Yes Evaluation Reports FI 7418 R7 AE FBC 2418 Product Evaluation Renon 2013-12-11 odf Created by Independent Third Party:Yes 2418.2 jDade Self Flashing Skylight Self Flashing Skyilght -' Limits of,Use Carttfication Agency Certificate Approved for use In HVHZi Yes M2418 R7 C CAC N1009198-R3,ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2014 Design Pressure:+60/-60 Installation Instructions Other: FL2418 R7 If FBC 2419-R6 DSF Anchoring Details 2013-12-11.1)df Verified By:Robert 3.Amoruso,PE FL No.49752 Created by Independent Third Party:Yes Evaluation Reports F 2418 R7 AE FSC 2418 Product Evaluation Report 2013-12-11.odf Created by Independent Third Party:Yes Contact Us;;1940 North Monroe Street.Tallahassee FL 32199 Phone;BSO-497-1924 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State Of Hortria,::Privacy Statement::AgM2 jollity Statement::Refund Statement under Fforlda law,email addresses are public records.If you do not wantyour e-mail address released in response to a public-records request,do not send electronic matt to this entity.Instead,contact the unite by phone or by tmd{tlunai mail.If you have airy questions,please contact 650.467.1395.•Pursuant to Section 455_275 (1),Florida Statutes,effective October 1,2012,licensees licensed under fhapter4S5,F.S.must provide the Department with an email address If they have one.The emails provided may be used foraffidal 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 dick help. Product Approval Accepts. _ IN EEL AINA I®N securst hittl7llCt' r � i i 71 1 { I 1 - https:/lwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgslUBZYvQ3nu... 8/1/2014 1. Minimum#12 fastener by others.Pre-punched installtion holes 4"from each comer,maximum 10.5"on center.Minimum penetration=1-3/8". �. N 2. .000"X 1.5"X 1.75"6063-T6 extruded aluminum retaining angle.Aluminum angle mitered and welded @ four comers, s a a 3. 52.5"X 100.375"UV Enhanced outer polycarbonate dome (NOA:#12-0605.051 @ 8"height on test sample (dome height varies per skylight size but not less than the larger of 10%of the dome's span or 4') w 4. 52.5"X 100.375"UV Enhanced inner polycarbonate dome (NOA:#12-0605.05) @ 4"height on test sample (dome height varies per skylight size but not W R less than the larger of 10%of the dome's span or 4') LU 0-1 o 5. OSI PR256 urethane sealant.Located between aluminum retaining angle and outer dome&between inner dome and aluminum frame. z r- k' " 6. Sealant tape.1"X.125"located between outer and Inner domes, a a 7. 6063-T6 extruded aluminum frame.Aluminum frame mitered and welded @ four comers. 8. #12 X 1.75"fastener.One fastener located equidistant from each corner.Four fasteners per skylight. m 9. #10 X.375 18-8 stainless steel fastener.Located 4"from each comer,maximum 11"on center. 10. All units equal to or less than the total square footage or the test specimen,36 square feet,will be accepted under this approval.Width and/or height of tested � O N unit cannot be exceeded. a s o 11. The light-transmitting plastic shall be mounted a minimum of 4 inches above the plane of the roof on a curb constructed in accordance with requirements of N types of construction in accordance with the 2010 FBC,Sections 2610.2 and 2612.4.5.1.1 and the 2010 FRC,Section R4412.1.4.5.1. Outer Polycarbonate Dome ® ® z0 Inner Polycarbonate Dome Mw�� �w#12 Stainless Steel Fastener with H , neoprene gasket.One fastener Z located equidustant from each 08 :30 mF m Nv "vzi i comer.(Four fasteners per m iia Sealant O skylight) Sealant Tape © 7 „ O #10 X.375"stainless steel fastener @ Sealant 4"from each comer,maximum 11" O O .060"Extruded Aluminum Condensation Gutter on center. �G3 Retaining Angle Sealant 0.060"Alurninum Frame O O 7 � � OMinimum#12 wood screw with min. 5 l 1-3/8"embedment into substrate receiving point:Installation holes V' from each corner,maximum 10.5"on center. 1-3/8" Min. Design Pressure: 60psf+/- Embedment RaberlJ.Mauro,P.E Rota RE No.49752 i N4EE"��n4.4 N�fglR i0% F9S 8iA @ Of rW> Roof deck and framing by others.All roof details shall comply with olyitany:lgnedhy rwtiertl.Amor":", Pa Chapter 15 of the 2010 FBC and Chapter 9 of the 2010 FRC. Pro LKI NbI it afou riiso;ou--r=arc Curb Mount Model Product4FBPn Group,LLGou o.5935 No.4975Z,FHPE Cerc of Auth.No.25935, emaiF-iobert@ptc-corp.com,c-US -- --- - -- - -0atei 7013.r*pt11:17:30-0500' i 4\ MAXM INDUSTRIES, INC. N o CURB MOUNT SKYLIGHTFP W U Q INST.ILL9TIONANCHORA.GEDETAZLS o n a � GENERAL NOTES: 4'MAX.FROM 10.50'MAX. 1.THIS PRODUCT is DESIGNED TO COMPLY WITH NOTES:H THE HIGH CORNERS TYP. O.C.TYP. VELOCITY HURRICANE ZONE(HVHZ)OF THE 2010 FLORIDA 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH N r BUILDING CODE(FBC).THE PRODUCT DETAILS CONTAINED ANCHOR LOCATION SHOWN. I 1 i T T T L_ u HEREIN ARE BASED UPON SIGNED AND SEALED TEST O REPORT NO.ATI 0143381.0/AND ASSOCIATED 2,THE NUMBER OF INSTALLATION ANCHORS DEPICTED ARE Ir LABORATORY DRAWINGS. THE MINIMUM NUMBER OF;ANCHORS TO BE USED FOR 4•MAX.FROM ,-.-. ~ O °� PRODUCTINSTALLATION.: } 3 Z ADEQUACY OF THE EXISTING STRUCTURAL FRAMING ASA CORNERS TYP. r-- I I I I F g MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 3.FOR INSTALLATION INTO WOOD ROOF DECK,USE p12 Z 0 =w WITKSTANDING AND TRANSFERRING APPLIED PRODUCT WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1318 U w(90 v ui LOADS 70 THE STRUCTURE IS THE RESPONSIBILITY OF INCH MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE 13 tzJ f m THE ENGINEER OR ARCHITECT OF RECORD. 1 INCH. I I a z 3.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE REQUIREMENTS EXIST USE OF AN APPROVED IMPACT WALL FINISHES,INCLUDING BUT NOT LIMITED TO C U yN�z p PROTECTIVE SYSTEM IS NOT REQUIRED, STUCCO,FOAM,BRICK VENEER AND SIDING. 10.50'MAX �— I I I 96" 9 3 7 z 111 z�4 m a N 1 2_ 4.SKYLIGHT MATERIAL 6063 T6 EXTRUDED ALUMINUM, S.INSTALLATION ANCHORS SHALL BE INSTALLED IN O.C.TYP. MAX. MAX 41D0-Bu O a a � SKYLIGHT INNER AND OUTER DOME MATERIAL' ACCORDANCE WITH ANCHOR MANUFACTURER'S I I XE OA MAX. E U POLYCARBONATE(NOA 12{)605.05) INSTALLATION INSTRUCTIONS AND ANCHORS SHALL r--- t I I I ~ FIXED O.A. N NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS D.L.O. CURB LENGTH THAN THE MINIMUM STRENGTH SPECIFIED BY THE LENGTH LENGTH z 1 3 ANCHOR MANUFACTURER �a" 6.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: II II ~ a A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.42 11 �- L - - - - J 48'MAX.OA FIXED D.L.O.WIDTH Rot rt J.A--,P.E. Florida P.E.No.49752 815"MAX OA Digitally signed by 8 Robert.I.Amonuo, CURB WIDTH ;P,E ..'DMcn=Robert. 52y E +Is Ammuso,RE, WIDTH _oj N o=PTCProduct Design Group,LLC, TABLE OF CONTENTS o bu=FL P.E No. .9. 9TA OF �� DESIGN PRESSURE RATING(PSF) IMPACT F7ATING ELEVATION & ANCHOR ��s�.va s.acp, 4975z FBPECerLof SHEET REV, SHEET DESCRIPTION 4pONAiE"o Auth.No.25935,` NOTES,ELEVATION BANCHOR LAYOUT LARGE MISSILE LAYOUT ""�"•"•�� email=roberi@pfc; -�— 360A co com,r-US 2 — SECTION VIEW3 IMPACT— �P-__ EXTERIOR VIEW Da17:10t tt:nn1 t-05.5'00• i Florida Building Code Online Page 1 of 2 I i { r 4 v e 1 d i ' � • � _ Florida Depaffnent f BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map j Links I Search Businespl' ProfessiI *USER:Product Approval Public User Regulation' Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail ' FL# FL11602-113 Application Type Revision Code Version 2014 t ` �� Application Status Approved 11 Comments Archived ❑ Product Manufacturer InterWrap,Inc. Address/Phone/Email 32923 Mission Way Mission, NON-US 00000 (551)574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission,NON-US 00000 (778)945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C� Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA Inc.-EfL/Warnock Hersey Quality Assurance Contract Expiration Date 11/19/2016 Validated By John W. Knezevich, PE 0 Validation Checklist-Hardcopy Received Certificate of Independence FL11602 R3 COI 2015 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.2.3 1507.2.4 1507.2.8 1507.2.9.2 1507.3.3 1507.4.5.1 . I Florida Building Code Online Page 2 of 2 1507.4.5.2 1507.5.3 1507.7.3 1507.8.3 1507.9.3 1523.6.5.2.1 Product Approval Method Method 2 Option B Date Submitted 05/01/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 11602.1 Titanium Roof Underlayments Synthetic sheet-type roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ:No FL11602 R3 II 2015 05 FINAL ER INTERWRAP FL11602- Approved for use outside HVHZ:Yes R3.odf Impact Resistant:N/A Verified By: Robert Nieminen PE-59166 Design Pressure:+N/A/-45 Created by Independent Third Party:Yes Other: 1.)The design pressure noted herein pertains to Evaluation Reports use of a specific underlayment system beneath foam-on tile FL11602 R3 AE 2015 05 FINAL ER INTERWRAP FL11602- sytsems. Refer to ER Section 5.6.3 for details.2.)Refer to R3.Ddf ER Sections 5 and 6 for other Limits of Use. I Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must providetheDepartment 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: ® 1 SCCI11'lCY\tETR[CS I i i I I EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 TR�N�TY ERD 353 CHRISTIAN STREET, UNIT#13 OXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203) 262-9243 EVALUATION REPORT Interwrap,Inc. Evaluation Report 111980.11.08-R3 32923 Mid 'on Way FL11602-R3 Mission,ZC V2V-6E4 Date of Issuance:11/03/2008 Canada Revision 3:05/01/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,P.E.for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition(2014)Florida Building Code sections noted herein. DESCRIPTION: Titaniumm 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 Ai surance 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. ADV ERTISE IMENT: The Evaluation Report number preceded by the words "FrinitylERD Evaluated" may be displayed in advertisi g literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: L �+ •. C 7••,..._ The facsimile seal appearing was authorized by Robert Nieminen, Robert J.M. Nieminen P.E. :,s r I r �/^v P.E.on 05/01/2015.This does not serve as an electronically signed Florida ReglStration No.59166,Florida DCA ANE1983 document.Signed,sealed hardwpies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TriniWIERD 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)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 prod6ct. 5. This s a building code evaluation. Neither Trinity)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 i TRINIIY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: P loduct Category- Roofing Sub-Category: Underlayment Compliance Statement: Titanium'" Roof Underlayments, as produced by Interwrap, Inc., have demonstrated compliance with thIe intent of the following sections of the Florida Building Code through testing in accordance with applicable sections the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.3,1507.3.3,1507.5.3,1507.7.3, Unrolling,Breaking Strength,Pliability, ASTM D226 2006 T1507.8,1507.8.3,1507.9.3 Loss on Heating 1507.2.4,1507.2.8,1507.2.9.2, Thickness,Load-Strain,Adhesion,Thermal ASTM D1970 2009 1507.4.5.1,1507.4.5.2,1507.5.3, Stability,Flexibility,Tear,Permeance 1507.5.3.2,1507.7.3,1507.7.3.2 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 1523.6.5.2.1 Physical Properties(2-ply system) TAS 103 1995 T S 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) Physical Properties 115010.04.09 04/29/2009 ERD(TST6049) Physical Properties 115010.05.10 05/14/2010 ER,D(TST6049) Physical Properties 135520.06.11 06/15/2011 ERD(TST6049) Wind Uplift 135520.08.11-1 08/12/2011 ITS(TST1509) Physical Properties 3146738COQ-003A 03/28/2008 ITS(TST1509) Physical Properties 3146738COQ-003B 03/28/2008 ITS(TST1509) Physical Properties 3126617COQ-005 10/31/2007 ITS(QUA1673) Quality Control ITS Listings Current ITIS(QUA1673) Quality Control Inspection Report 11/19/2014 4. PRODUCT DESCRIPTION: 411 Self-Adhering Underlavments: 411.1 TitaniumTM' PSU-30 is an unreinforced polymer modified bitumen material adhered to the underside of a polymer- coated,synthetic woven sheet. The underside is backed with a release film. Unit weight 24 lbs/square. 4 2 echanicall Fastened Underla ments: 42.1 Titanium— UDL-25 a synthetic sheet-type underlayment comprised of a woven core coated on one side with a polymer co Ing. Unit weight 2.5 lbs/square. 4.2.2 Tiitanium'"__UDL-25 PLUS is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a polymer coating. Unit weight 2.9 lbs/square. 4.2.3 Tiitaniumi" UDL-30 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 4.0 lbs/square. 42.4 Titanium— UDL-50 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 4.7 lbs/square. 4.2.5 Titanium— UDL-TT is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a polymer coating. Unit weight 2.9 lbs/square 4.2.6 Titanium— UDL-TF is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 2.9 lbs/square. 4.2.7 UDL-TfMC300 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 3.2 lbs/square. Exterior Research and Design,I.I.C. Evaluation Report 111980.11.08-R3 Certificate of Authorizatlan#9503 F1.11602-113 Revision 3:05/01/2015 Page 2 of 6 i QOTRINITYIERD 5. LIMITATIONS: 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. 5.2 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 Titanium"Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed,a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: Table 1: Roof Cover Options Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes& Slate Shingles Shingles PSU-30 Yes Yes Yes Yes Yes Yes (See 5.5.1) UDL-25 Yes No No Yes Yes Yes Yes Yes UDL-25 PLUS Yes (base layer in 2- (base layer in 2- Yes Yes Yes ply system) ply system) Yes Yes UDL-30 Yes (base layer in 2- (base layer in 2- Yes Yes Yes ply system) ply system) UDL-50 Yes No No Yes Yes Yes UDL-TT Yes No No Yes Yes Yes UDL-TF Yes No No Yes Yes Yes *UDL-TTMC300 Yes No No Yes Yes Yes Private Labeled 5.5.1 "Foam-On Tile"is limited to use of 3M'"2-Component Foam Roof Tile Adhesive AH-160(FL6332)or Dow TILE BOND"Roof Tile Adhesive(FL717) applications unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. 5.6 Allowable Substrates;Titanium PSU-30: 516.1 Direct-Bond to Deck: - ➢ -New untreated plywood; - ➢ Existing untreated plywood,primed as needed with D41 primer to achieve bond. 5.6.2 Bond to Mechanically Attached Base Sheet: ➢ ASTM D226,Type I or II felt. ➢ Titanium UDL-25 PLUS,UDL-30(primed with D41 primer)or UDL-30(inverted). 5.6.3 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 FRSA/TRI April 2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads. 5.6.3.1 Maximum Design Pressure=-45 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 Underlayment: Titanium PSU-30,self-adhered Exterior Research and Design,I.I.C. Evaluation Report 111980.11.08-R3 Certificate of Authorization#9503 F1.11602-113 Revision 3:05/01/2015 Page 3 of 6 i . e QOTP.,INIWIERD 5. .3.2 Maximum Design Pressure=-30 psf*. Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Titanium UDL-25 PLUS or UDL-30(inverted) Fasteners: Mechanically attached with 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required at all tin-caps. Underlayment: Titanium PSU 30,self-adhered 5.6.3.3 Maximum Design Pressure=-30 psf*. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Titanium UDL-30(printed side up) Fasteners: Mechanically attached with 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga., 1-5/8"diameter tin caps. Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: Titanium PSU 30,self-adhered 5.6.3.4 Maximum Design Pressure=-45 psf*. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Titanium UDL-25 PLUS or UDL-30(inverted) Fasteners: Mechanically attached with 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required at all tin-caps. Underlayment: Titanium PSU 30,self-adhered 5.6.3.5 Maximum Design Pressure=-45 psf*. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Titanium UDL-30(printed side up) Fasteners: Mechanically attached with 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps. Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: Titanium PSU 30,self-adhered 5.6.3.6 For mechanically attached base sheet in a 2-ply system,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117, FM LPDS 1-29 and ANSI/SPRI WDl. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements 5.7 Exposure Limitations: Titanium UDL-25,UDL-25 PLUS,UDL-30,UDL-50,UDL-TT or UDL-TF shall not be left exposed for longer than 30-days. Titanium PSU-30 shall not be left exposed for longer than 90-days. UDL-TTMC300 not be left exposed for longer than 180-days. Exterior Research and Design,I.I.C. Evaluation Report 111980.11.08-R3 Certificate of Authorization#9503 FL11602-R3 Revision 3:05/01/2015 Page 4 of 6 i TRINITY!ERD 6. INSTALLATION: 6.1 Titanium Roof Underlayments shall be installed in accordance with Interwrap 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(if applicable). 6.3 Titanium—UDL-25,UDL-25 PLUS,UDL-30,UDL-50,UDL-TT,UDL-TF and(Private Labeled)UDL-TTMC300: 6.3.1 Install in compliance with manufacturer's published installation instructions and the requirements for ASTM D226,Type I and II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Fasteners: Mechanical attachment of Titanium UDL-25, UDL-25 PLUS and UDL-30 is limited to ring shank roofing nails with minimum 1-inch diameter plastic caps. Mechanical attachment of UDL-50,UDL-TT,UDL-TF and(Private Labeled) UDL-TTMC300 is limited to ring shank roofing nails with minimum 3/8-inch diameter heads; ring shank roofing nails with minimum 1-inch diameter plastic caps; screws and plates;or plastic cap staples. 6.6.3 Slopes of 4:12 or greater: End(vertical)laps shall be minimum 6-inches and side(horizontal)laps shall be minimum 4-inches. Minimum attachment shall be 12-inches o.c.vertically and 24-inches o.c. horizontally in accordance with the surface markings on the exposed face of the underlayment. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6! .4 Slopes of 2:12 to less than 4:12: Double layer application; begin by fastening a 25-inch wide strip along the eaves. Place a full-width sheet over the starter,completely overlapping the starter course. Continue as noted in 6.3.3, but maintaining minimum 25-inch side (horizontal)laps,resulting in a double-layer application. 6.4 Titanium—PSU-30: 6j4.1 Install 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. 64.2 Direct-to-Deck with Mechanically Fastened Roof Cover: Cut manageable sections and re-roll with the release film side out. Membrane Application: ➢ Peel back release film approximately 1 to 2 feet and align with the lower edge of the roof and set in place, printed side up. ➢ Apply the balance of the membrane to the substrate by removing the film and firmly pressing the membrane into place. ➢ Apply subsequent courses parallel to the eave in a shingle-type,water-shedding manner. ➢ End(vertical)laps shall be minimum 12-inches and side(horizontal)laps shall be minimum 3-inches. ➢ If the membrane becomes misaligned,cut the roll and re-start. ➢ Upon completion,inspect the membrane and repair any defects or fish-mouths. The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap for approved sealant or mastic types. 6.4.3 Direct-to-Deck with Adhesive-Set Tile Applications: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 and Section 5.6.2 herein, using the instructions noted above as a guideline. Wait a minimum of 24 hours prior to loading roof tiles.Tiles shall be staged so as to avoid slippage and/or damage to the roof underlayment. The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap for approved sealant or mastic types. Exterior Research and Design,I.I.C. Evaluation Report 111980.11.08-R3 Certificate of Authorization#9503 FL11602-R3 Revision 3:05/01/2015 Page 5 of 6 i 1 TRINITY ERD 6.5 Titanium 2-Ply System: 6j5.1 The Titanium System consists of a base layer of Titanium UDL-PLUS or UDL-30 (top-surface primed or inverted) mechanically attached to the wood roof deck followed by Titanium PSU-30,self-adhered. 6L2 Non-Tile Applications: Install Titanium UDL-25 PLUS or UDL-30 (top surface primed or inverted) in accordance with Sections 6.3.1 through 6.3.3 followed by Titanium PSU-30 in accordance with Section 6.4. 6.5.3 Tile Applications: Reference is made to FRSA/TRI April 2012(04-12) Installation Manual and Table 1 herein,using.the instructions noted above as a guideline. For mechanically fastened tile roofing,refer to Interwrap published installation instructions,but not less than FRSA/TRI April 2012(04-12),Table 1. For adhesive-set tile roofing,refer to Section 5.6.3 herein. Wait a minimum of 24 hours prior to loading roof tiles. Tiles shall be staged so as to avoid slippage and/or damage to the roof underlayment. The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap for approved sealant or mastic types. 7. BUILDING PERMIT REQUIREMENTS: required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Ci ntact the named CIA agency for information on production locations covered by F.A.C.Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey—QUA1673;(604)520-3321 -END OF EVALUATION REPORT- Exter I ior Research and Design,U.C. Evaluation Report 111980.11.08-R3 Certificate of Authorization#9503 F1.11602-113 Revision 3:05/01/2015 Page 6 of 6 y' r' Florida.Iluildirig Code Online: Page 1 of 3 dda Depart nt d BC[S Fome tp9 thUser Registration Hot Toplcs submit Surcharge Stats&Facts Pubications FBCS[aff BCS Site Map Unks Search Busines UERrunAPProvalProfess (' SI ( Regulation Product Approval Menu>Product or Aopllcation Search>Aonlicatbn Us t>Appllcation.Detall "• �N ,, FL#, 171-17022-R3 Application Type Revision Code Version 2014 .Application Status Approved Commentsed . .'V Archiv ❑ _ 1 OZZ . 1 Product Manufacturer Extreme Metal Fabricators,LLC. h Address/Phohe/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 Tara@e-xtrempmetalfd.brica.tors.com Authorized:Signature James.Buckner jimmy@cbuckinc.net Technical Representative Tara Faulkner Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 tara@extrerriemetalf6bric6tors.com Quality Assurance Representative Ad_d re s s/P h o n e/E m a i l Category Roofing Subcategory. Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect;or a Licensed Florida Professional Engineer ❑ Evaluation Report:-,.Hardcopy Received Florida'Engineer or Architect Name who developed James L.Buckner,P.E.@ CBUCK,Inc. the.Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By Steven M.Urich;PE R Validation Checklist,-Hardcopy Received Certificate of Independence FL17022 R3 COI !CertOFlndep.pdf Reviewed f Standard) Standard + Year 1 \eviewed TAS 125 2003 UL 1897 2004 for UL 580 2006 Code Go l i�ron.Gedar x/16 Sections from the Code http://www.floridabLiilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/11/2016 Florida.Building Code Online Page.2 of 3: Product ApprqvqF Method Method 1 Option D Date Submitted 12/18%2015 Date Validated 12/18/2015 Date Pending FBC'Approvai 12/16%2015 Date Approved 02/10%2016 Summary of Products FL# Model,Number or Name 'D,escription 117022.1 (1)5:v:Erimp 26-Gauge Steel,Lapped Roof Panel,Mechanically Attached to Wood Deck: Limits of Use Installation Instructions Approved"for use in HVHZ:No FL17022 R3 It 1 5VCrimo 26ga WoodDeck EVALREPORT.pdf Approved for use outside'HVHZ6 Yes Verified By!-James L.Buckner P.E.@.CBUCK,Inc.P.E.,#31242 Impact,Resistant:No Created by Independent Third Part,,:Yes Design Pressure:*N/A/-101Evaluation Reports Other:Refer`to evaluation report For conditions. FL17022.R3 AE t 5VCrimp 26ga:'WoodDeck EVALREP.ORT.odf .and limitations of use.Refer to manufacturer's -Created by Independent Third Party Yes Installation instructions as a supplemental guide'for, attachment:: 17022.2 (2)5-V Crimp 0.032'Alumiinum,Lapped Roof Panel,Mechanically Attached to Wood Deck. Limits of-Use Installation Instructions Approved.,for use in HVHZ:No FL17022:113 II 2 SVCrimp_032A1um WoodDeck EVALREPORT.0 Approved for use outside'HVHZ:Yes Verified By:James L.Buckner,P.E.'@'CBUCK,Inc.P.E:#31242 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-168.5 Evaluation Reports Other:Refer to evaluation;feportfor,conditions F.L17022' R3:AE.2 5VCrimo 032A1um WoodDeck EVALREPORT.pdf and limitations of use.Ref6eto manufacturer's Created by Independent Third Party::Yes instailationInstructions as a supplemental guide for attachment: 17022'.3 (3) 1.5-Mechanical Seam 2-Rib Height, 16"Wide,24.Gauge Steel Roof Panel Mechanically Attached to Wood Deck. Limits.of Use :Installation Instructions Appeoved;for;se in HVHZ:No FL,1;7022 R3 II 3 1.5 Approved for use outside;HVHZ:Yes MechSeam 2'4ga WoodDeck EVALREPORT.pdf Impact Resistant;No Verified By: James"L Buckner,P.E.-C@ CBUCK,Inc P.E. #31242 Design'Pressure6+N/A/=191 Created by Independent Third Party:Yes Other:Refer toevaluation report for conditions Evaluation Reports: and limitations of use.Aefer to manufacturer's FL17022 R3 AE-3 .1.5 installation-instruct"'ions as a supplemental guide for .MechSeam 24oa WoodDeck EVALREPORT.odf attachment. Created by Independent Third Party::Yes 17022.4 1,(4),1.5."Mechanical Seam 2"Rib,Height, 16"Wide,0.032"Aluminum Roof Panel Mechanically Attached to Wood Deck. Limits of U'se Installation Instructions Approved for usein HVHZ:No FL17022 R3 11 4 1.5 Approved tor,use outside HVHZ:Yes MechSeam 032A1um WoodDeck EVALREPORT.pdf Impact Resistant:.No .Verified By:James L Buckner;PE,@ CBUCK,Inc.P.E. #31242 DesigmPressure:+N/A/-191 Created by Independent Third Party:,Yes. Other:Refer to evaluation report for conditions Evaluation:Reports and limitations of use.,Refer to manufacturer's FL17022 R3 AE 4 1.5 Installation nstructlons'A..s a_suppiemental,guide,for MechSeam 032A1um WoodDeck EVALREPORT.odf .attachment. Created by Independent Third Party,:Yes 170215 (5)1"Nail,Strip 1"Rib Height, 16"Wide,26 Gauge.Steel.Roof Panel Mechanically Attached to Wood Deck. Installation Instructions A-C:Rroovl�eld.fo use in HVHZ: "o FL17022 R3 II 5' INaiiStrip 26ga, WoodDeck EVALREPORT.ydf Re ' I TiF� r use•outside H HZ:Yes Verified By:lames L.Buckner P.E..@CBUCK,Inc. P.E.#31242 I pact.Resistant:No Created by Independent Third Party:Yes Pressure:+N/A/-97. 5 Evaluation Reports Refer to evaluation re ort for conditions FL17022 R3 AE 5 1Nail5trip 260a WoodDeck EVALREPORT pdf TXAC p6er to manufacturer's Created by Independent Third Party: Yes Code ti a su plemental guide for �Atlllcl�� 17022.6 (6) 1"Nail Strip L!"Rib Height, 16"Wide,0.032"Aluminum Roof Panel Mechanically. Attached to Wood Deck. I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpF[pQQ... 2/11/2016 =ering C.BUCK 1&ncjlnL Specialty Structural Engineerinq CBUCK,ln6.Geiflftcdte of Auth6rizotion 718064 Evaluation .Rep-ort 5-V Crimp" M,kal Roof Assembly Manufacturer: Extreme. Metal Fabricators, LLC. 2:1.60 SW Po ba Qriye Palm City, FL 349.950 (7721.872-8034 for Florida Product,Approual # FL 1.7022'.1 R3 Florida Building Code 5th Edition (2014) Per Rule 61620"-3 Method: 1 - 0, Categoryr Roofing; Sub - Category: Metal Roofing Product: 5—VC-4m,p Roof Panel Material: Steel' Panel Thickness: 26 gauge Panel Width: 24" Support: Wood Deck Digitally signedbyJannes L Buckner,RZ Electronlcally signed and sealed documents shall complyvith the:provisions-of FAC Rule Prepared by 616 15=23 James L. Buckner P.E., SECS ` �'L Florida Professional Engineer#31242 No 31242 Florida Evaluation ANE ID: 1916 Proje anager:Your Demosth nes W Re� 1.ort STATE.QF (Revises IS-i Z6- - t�W-ER) '��t�� •.!�LOR.. . = ' ate: 12./ 8 15 �5lONAL \'0- Code (t mpliance Contents:.03/11/16 1-1, 2015.12.1810:53:51 -05'00' CBUCK,"Inc.,Palm Beach County,Florida Phone:(561)491-9927•Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net i e FLA: FL'17O22.1 R3_ Cate: 1'2%18/15 RepoC CK ngir cerin ;Page rt No 2 of 5V-S6W=ER Spedalty Strucfiural, lEngtn,Pprinq CBUCK,inc.Certificate ofAuthorkation 118064: Ma ufacturer: :Extreme Metal Fabricators, LLC. .Product Name: 5-V Crimp Product Category: Roofing Product S:ub-Category Metal Roofing, 'Co pliance Method: .State Product Approval Rule 61G20-3:005(1)(d) Product/System S-V Crimp Roof Panel, 26 gauge steel, 24" wide' panel mechanically attached to 1Defi�cription: Wood Deckwith screws. I Product Assembly-as Refer to Page 4 of this report for product assembly components/materials & Evaluated: 'standards: I. Roof Panel 2. Fasteners 3, Underlayment •4. Insulation.Board-(Optional), Support: Type: Wood Deck (Design of support and its attachment to support framing is..outside the scope of: this evaluation,) Description: • 15/32".or greater plywood,, • or Wood,piank(min.specific gravity of,042) Sl pe: Minimum slope shall .be in compliance with FBC Chapter 15 Section 150,7.4:2, applicable code sections and in accordance with manufacturer's ndations: Reviewed Performance- 'Wind Uplift Resistance: for • Desig, Uplift Pressure (ASD): Refer to Table_A Code COmpilangRfe.r to"Table K'attachment details.herein) 03/11/16 fLM FL'17022.1 R3 Date;. 12/18/15 CSReport No,: 15-217 W -SV-S -ER UCK r=nQIne=srIn Q Page 3of7 Specialt-tj Structural. Englneerllnq CBUCK,Inc.Cerffflcate of Authorization#8064 PerldrrhAnce the product descri4ed.hetein has.demonstrateed compliance with: Sta ndardk • ULS80'.06—Test for'Upli ft Resistance of Roof Assemblies UL.199IM4—Uplift test-forroofcovering',systems • TAS 115-03—Standard.-Aequirements for M' &tdl Rd4fing Systems o e pli.ance: The prcd.uct,described:herein has demonstrated compliance with Florida Building, Code.5th Edition.(2014 . , I - Section 1.5043.2. ,Evaluation Report This product evaluation i.%-limited to compliance with the structural requirements c e: of the Florida .Building;CMe;' as related to the scope, section to Florida Product Approval Rule 61620-3.001. z Limititibris and .9 Scope of"Limitatibns and Conditions of Use"for this.evaluation: co ditions of Use: This evailuatio.nreport for "Opti-pri.al Statewide,Approval" contains technical docump,ptation, specifications and installatio Method(!.$) which include. "Limitations and Conditions of Use throughout;th.e report in accordance with Rule 61UO4.005. Per Rule 61G20-1004., the floridbi Building Commission.is the authority toapprpve products-under"Optlonal Statewide;Approval". • Option-for application outside "Limitations and,Conditions of Us&' Rule 61G2o=3m5_(11)(e) allows englneerin'g. analysis for, 'project specific Ic approval by the local authorities having jurMictidni in accordance with the zlternate methods;and Materials a.uthorized in,the Code". Any modification-of theproduct as evaluated in this report and approved by the Florida, Building Commission ;Is outside the scope of this :,evaluation and will be the responsibility-of others: 9, Design of-support system,-is outsidethescopeof this report. • Fire Classification is outside the scope of Rule 61G20'-3, and is s therefore not included,in,this evaluation.. • This eval.w.ation,report does not evaluate theuse of thisproduct for use in the. High Velocity Hurricane Zone code section.(Dade&Broward Counties) alitVAssurance- Thp, ufacturer has demonstrated compliance of roof panef 'products, in Reviewed acco,dan ce.' with the Florida Building Code and Rule 61G20-1005 (3) for 'ma hDfacturing under a,quality assurance program-audited by an approved quality for -assuranct entity through Keystone Certifications, Inc. (FBC Organization ID#.QUA Code Compliane-0. 03/11/16 FL;#:. FL 17022.1 R3 'Date: 12,/,18/15 RepoCUC �r� irin Page rt.No. 4 of 77=5V-S6W=ER Sp c[alty Structural EngtMeer(nq CBUCK;7nc.,Ce�tlff cote of Authorization 118064 Components/Materials Roof Panel: 5-V Crimp (by Manufacturer): Material; Steel Thickness: 26:gauge (min.:) Panel Widths: 24" (max.)Coverage. Rib Height:, 5/8" Yield:Strengths 40 ksi min: Corrosion-Resistance: Per FBC Section 150.7.4.3 Fastener: FASTENER 1 Used for.Attachment Method 1. Type: Hex Washer Head WoodScrew. Sizer #9 x 1-1/2" (min.); Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard::, Per ANSI/ASME B18:6.1 FASTENER 2 Used forAtta.chment Method 2,3 &4. Type: Hex Washer Head Wood:Screw Size:. #10 x 1-1/2' (min.) Corrosion Resistance Per FBC'S.e;ction'1506,6 and 1507.4.4 Standard: Per ANSI/ASME B18fz:1 Components&,Materials: Underl'a t- pone, .Others) Material.and application shall be in compliance with FBC Section 1507.4.5.1 and 1507.4.5.2, applicable codes and in accordance with manufacturer's, recommendations. '.Insulation;(Optional): Type: Rigid Insulation;gowd Thickness: 3'(max.) Properties: Density: 2.25 pcf(Ibs/ft3)min. Or Compressive:Strength: 20 psi min. Reviewed Insulatio ;Notes: for Rigid nsulation shall meet minimum density OR compressive strength. Code Compliaft sul tion shall,comply with.FBC,Seetion 1508.When,insulation is incorporated, ste: or length shall conform to penetrate thru bottom of support a minimum 03/11/16 of 3/ 6-' i _FL M FL:17022.1 R3 Date: 12j'18[15 Report.No.: 15-217=SV-S6W-ER' . ri inevrinQRage 5,of 7 Spe GaltLi Strl ctwrcafl '15 1n lneorr CBUCIC,loc.Certificate of Authorization 118064. Inst Ilation: Installation.Method:p, lReferto"TABLE A":below and drawings at the:end�of this,evaluation report.) faste.nerSpacings Refer:to"TABLEaA"Below (attached to,th'etops of the V's fora total of 3' screws across the width of the panel._), ■ Row Spacing: Refer to"'TABLE X Below (along the length-of;the panel) ■ _Minimum fastener penetration thru bottom of�support,3/16". • For panel construction. at the end' of panels, refer to; .m'anufacturer--s instructions and.a,ny.site specific.design: TA BLE'%"' ALLOWABLE LOADS. METHOD 1 METHOD 2c METHOD3 ' 'MET H,0,0,. - - Design Pressure'(,ASD)"`s' -86'PSF 03.5PSF =101 PSF -228PSF> Row Spacing: .16"o c. -16"Ox. 8"o.c: 6"ox. Fastener Spa cing::(across,,panel width),; 12"o.c.- 12".o c: 12"ox. 12"o;e: Fastener Size: _ #9. AAO . __ #10,__ "Allowable:design-pressure(s.)far allowable-stress-design(ASD)'with a margin of safef)r,,gf 2 to'.1 Install the 5-V' Crimp. roof. panel assembly in compliance with the installation method listed in this,report and applicable code sections of FRC 5th Edition(2014);. The installation method described herein: is:in accordance with the scope of,,this ,evaluation report: Refer to manufacturer's installation instructions' as a supplemental,gu.ide foeattachment. Referenced Data; .1. UL 58046 &,UL 1897-04—Uplift-T.est By Architectural Testing,,Inc.-West Palm Beach,FL (FBC Organization:#TST ID:1527.) Report No. 155893 01-450-1:8, Date: 05/02./14 ReportNo.: F3366ZA50-18, Date: 12/18,/15 2. TAS 125—Uplift`Test, By Architectural Testing, Inc.-West Palm Beach, F:L FBC Organization#TST ID 1527.) Reviewed Repo , No : D$99102-450-18; Date: 07/22./,14 for 3. Quality-,Assurance Code Complianccey one Certifications, Inc.(FBCOrganization ID#QUA 1824) 03/11/16 Extr me Metal Fabricators; Inc. Licensee#974 4. 'Ce-ti ication of Independence j By,James L. Buckner, R.E.@ CBUCK Engineering (FB.0 Organization#ANE 1916) FL#: FL.17022.1 133' bate: 12/;18 fib Report No.: 15= fW- 217-5V SER C UCK E nlgineerir1 Rage 6:of 7 . Spectcalfiy. Srrucfiural EnginE?ptlnq CBUCK,(ric:Certificate of Authorization A+8064 Installation Method. Extreme Metal Fabr cators, LLC, 5-v Crimp (26.gauge Steel.) Roof Panel attached to Wood Deck Drawings: 24" Maximum Net 06verage. 5/8 — IF Panel, Profile: Nortiinaf 1r'ac: No dna,t2'ox, 9*1-11' Mn. or.#10 x i-lff Mtn.per M616 W Hex Vltai W Head Sv Panehovadw i aced 1T aa.a rM tlia,_Panel°Vlfi& ReW to'Table`A'for Spacing Along Panel Le VM Deck - 15197'or Greeter Plymml..or VVp P" 77' Reviewed for Code CompOnCpr ypical Assembly Profile View 03/11/1 pica Fa tening Pattern AccrossVJ(idth Interior). i FL#: -PL 17022.1 R3 Date: 12/"18/15 Repo CEUCK Engineerl Pagrt No.A e 7 of 75-217'5V-S6W-'ER eri ineorin n spear—wou Structural 'CBUCK,Inc.Certificate of Authbdiatio #,go64 iostpllation Method Extreme Nletal 'Fa.bricatorsj LK. 54-CH.M.0-(26 gauge Steel) R Panel attachedtOW(Mcl,beck Nsten6rs 99,'.x 1-112"Min. or #10 x 1-1/2"Min. perTable'W' 5-V Crimp Roof Panel H,ex Washer,hielad Wood, Screws Deck: 16/324 or greater Plywood;or Wood plank Typical Roof Assembly ispirriet.riC View (Optional) Rigid Ihsulatibn Board per Page,-4 of this report TABLE(fX-' ALLOWABLE LOADS MEtHO'D'1: METHQD`2g M.E.THOD'3: METHM4: Pressure(ASD)*: 86.PSF 93.5 PSF -101 PSF 228--PSF Code 1'T1?*iAjjtK5$4 nrna 16",o.c. 16"o'.c. 8"O.C. 611 o.c. Ving-(across r anel width): 12"ox, 12"o.c. IV o.c. 12"o.c. Fastener Size: #9 #10 #10 #10 *Allowable design pressure(s)for allowable stress design(ASP),with!a motgIn of safety of 2 to 1.