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HomeMy WebLinkAboutProdudct ApprovalSNAP�]&X G L 25- 02R.05-9 a HMHZ EXTREMEMETAL FABRICATORS SKILLED CRAFTERS OF METAL ROOFING SYSTEMS 26ga (min) SNAPMAX over 15/32" (min) plywood Extreme Metal Fabricators 21'20 SW Poma Dr I Palm City FL 34990 Product Description Nailstrip, snaplock style panel with a 16" maximum panel width and a nominal rib height of 1" Product Material 26ga (min) steel Corrosion resistant per FBC 1507.4.3 where required RECEIVED Fastener #10 x 1-inch pancake style fastener Jp�� 2011 Compliant with FBC 1506.6 where required. PermittingDcPartme1lt Substrate/Deck St. Lucie County 15/32" (min) plywood or 3/4" (min) thick wood plank (min S.G. of 0.42) Evaluated by: David Eng, PE Timberlake Cove, LLC 3324 W Univ Ave #206 1 Gainesville FL FL PE 81377 1 FL CA 33344 www.Ti m be rLa keCove.co m Underlayment: Comply with local building code or FBC 1507.1.1/1518.2 where required. Slope: Comply with local building code or FBC 1507.4.2/FBC 1515.2 where required. Re -Roofing: This panel may be installed over a single layer of existing shingles as permitted by local building code or FBC 1511/1521, provided the existing roof meets the conditions required by the applicable code. Fire Barrier: Comply with FBC 1516.1`and 1516.2 where required. Maximum Allowable Loads & Installation Requirements: Method A: #10 x 1" fastener at 6" o.c. along nail strip: 116 PSF Method B: #10 x 1" fastener at 6" o.c. along nail strip WITH sealant: 176 PSF For Method B, use continuous bead of Geocel 2320 sealant or similar. A factor of safety of 2 has been applied. Fasteners are installed through the metal flange, NOT through the pre -punched slots. Technical Documentation: This product has been tested to the TAS 125 / UL 580 standard by Intertek Testing (TST-1527), report G3443.48-450-44 as referenced in.FL 28059.04-RO. Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non-HVHZ) and 1518.9.1/1523.6.5.2.4 (HVHZ), as required by FL Rule 61G20-3, method ID. This product as described has been tested and demonstrated compliance with: • UL580 - Test for Uplift Resistance of Roof Assemblies • UL 1897 - Uplift test for roof covering systems • TAS 125 - Standard Requirements for Metal Roofing Systems • TAS 100 - Wind and Wind -Driven Rain Design Process: The load tables in this report provides one prescriptive option for the fastening requirement for the applicable wind loads for roofs within •the parameters described. For roofs outside of the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or other design code in force, using allowable stress. These load tables are based on ASCE 7-16. Use of these tables assumes that the structure is: • Enclosed and conforms to wind-borne debris provisions and is a regular shaped building • Is not subject to across -wind loading, vortex shedding, or instability; nor does it have a site location for which channeling or buffeting warrant consideration Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities having jurisdiction. Certification of Independence: David Eng, PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any company manufacturing or distributing products under this evaluation. The same entities do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Exclusions and Limitations: Design of deck and roof structure (to include 'attachment of plywood or wood plank) shall be completed by others. Fire classification and shear diaphragm design are outside the scope of this evaluation. Accelerated weathering/salt spray is outside the scope of this evaluation. This report is limited to compliance with structural wind load requirements of FBC 1504.3.2. as required by Rule 61G20-3. Neither Timberlake Cove nor the manufacturer shall be responsible for any conclusions, interpretations, or designs made by others based on this evaluation report. This report is limited solely to documenting compliance with Rule 61G20-3, and makes no express or implied warranty regarding performance of this product. Installation shall be subject to the .local building code and authority having jurisdiction; this report shall not be construed to supersede local codes in force. Instructions: Select the appropriate load table that applies to the structure in question. Determine the design wind speed for the project location. Use the attachment method indicated for that windspeed within each roof zone. NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. For the load tables below, the worst case was taken for each zone and reported using the standard zones 1-2-3: Zone 1 includes zones 1 and 1' Zone 2 includes zones 2e, 2r, and 2n Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple scheme, at the expense of some design efficiency. Contact the manufacturer for further information, or consult a licensed design professional. METHOD.A a- .""C 2 2 3 2 1 2 1 2 I 2 1 2 2 2 � I a l 2 3 2 3 �a 7�I 1 1 2 2/ I 3 2 I Gnnp 2 real F Rnnr —� 3 ''1 L METHOD B a: 10%OF LEAST HOIZONTAL DIMENSION OR 04h. WHICHEVER IS SMALLER. BUT NOT LESS THAN EITHER 4%OF LEAST HORIZONTAL DIMENSION OR 3Fr (0.9hfI. OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE. ROOF ZONES FOR GENERIC BUILDING �� FEMALE LEG SNAPS FEMALE LEG SNAPS ONTO MALE LEG ONTO MALE LEG ' SEALANT APPLIED TO BASE OF MALE LEG #10 FASTENER #10 FASTENER AT 6" O.C. AT 6" O.C. Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a flat roof, or gablelhip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less NR: NOT RATED CONSULT DESIGN PROFESSIONAL AS NECESSARY Use this load table for structures which meet the following criteria: Are located in B, C, or D exposure area . Have either a flat roof, or gable/hip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less FL25621.05: 26 a Spa Max on 15/32" phLwood FL25621.05: 26 a Sna Max on 15/32" I ood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1:. A A A A A A A A A A A Zone 1: AAA A A A A A A; B B Zone 2: A A A A A A A A A A! B Zone 2: A A A A A A B B B B Zone 3: A A A A A A A A A! B^ B Zone 3: A A A A A B. B B Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a flat roof less than 7°, hip roof with max slope of 12:12, or gable roof with slope between 4.4:12 & 12:12 Have a mean Roof Height of 30 feet or less FL25621.05: 26aa SnaoMax on 15/32" plvwood Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A A A Zone 2: A A A A A A A A A A A Zone 3: A A A A A A A A A A B Use this load table for structures which meet the following criteria: Are located in B, C, or D exposure area Have either a flat roof less than 7°, hip roof with max slope of 12:12, or gable roof with slope between 4.4:12 & 12:12 Have a mean Roof Height -of 30 feet or less FL25621.05: 26aa SnaDMax on 15/32" plvwood Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A _A_; B Zone 2: A A A A A A_ A B B B B Zone 3: A A A A A B B B B_rQ CBUCK EnQ1neerinQ Specialty Strucf Urdl Enc;11 IPPf1ng CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report "MAT 40T" Roof Underlayment Manufactured By: BITEC, Inca #2 Industrial Park Drive P.O. Box 497 Morrilton, AR 72110 (800) 535-8597 for Florida Product Approval # FL 5215.2 R6 Florida Building Code 7th Edition (2020) Method: 1- D Category: Roofing Sub - Category: Underlayment RECEIVED JAN 2.� 70?1 permitting Department St. Lucie County Product: "MAT-40T"1' Description: Self -Adhered SBS Modified Membrane This item has been electronically signed and sealed by James L. Buckner, P.E., on this date using a Digital Signature. Prepared by: Printed copies of this document are not considered signed and sealed, and the signature must be verified on any James L. Buckner, P.E., S.E.C.B. electronic copies. Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 20-246-MAT40-ER (Revises 17-123-MAT40-ER, FL5215.2 R5) Date: 10 / 01 / 20 Contents: Evaluation Report Pages 1— 6 2020.10.02 18:48:16-04'00' CBUCK, Inc. dba CBUCK Engineering Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • Website: www.cbuckinc.net Business: 1374 Community Dr., Jupiter, FL 33458 • Corp/Mailing: 2637 E. Atlantic Blvd, #34069, Pompano Beach, FL 33062 CBUCK Engineering Speclalty Structural Engineering Manufacturer: BITEC, Incorporated #2 Industrial Park Drive P.O. Box 497 Morrilton, AR 72110 (800) 535-8597 http://www.bi-tec.com Product Name: "MAT-40'"1' Product Category: Roofing Product Sub -Category: Underlayment FL #: FL 5215.2 R6 Date: 10 / 01 / 20 Report No.: 20-246-MAT40-ER Page 2 of 6 CBUCK, Inc. Certificate of Authorization ##8064 Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product Description: Self -adhering membrane composed of SBS polymer modified adhesive applied to the bottom surface. A split release film treated with silicone is applied to the adhesive surface. Top surface composed of polyester fabric and contains a 2" selvedge edge. "MAT-40T""" is typically for use with metal & the roofs. Product Dimension(s): Product Material / Standards: Roll Size: 64.5 ftz x 3.28 ft' Thickness: 76 mils minimum (with a production tolerance of ±9.9) Top Surface: Bottom Surface Material Standard Polyester fabric SBS Polymer Bitumen ASTM D 1970 Roof Cover Types: Allowable for use with the following roof cover types. Refer to Limitations & Conditions of use for additional requirements. Material and application shall be in compliance with FBC Section 1507.1.1 and in accordance with applicable code sections and manufacturer's recommendations. 1. Asphalt Shingles 2. Clay & Concrete Tile 3. Metal roof 4. Metal shingles Support: Type: Wood Deck (Design of support system is outside the scope of this evaluation) Installation: Install the "MAT-40T""" in compliance with applicable code sections of FBC 7th Edition (2020), this evaluation report and manufacturer's installation instructions subject to the Limitations and Conditions of Use listed in this Evaluation Report. The installation method described in this report is in accordance with manufacturer's recommended installation instructions. FL #: FL 5215.2 R6 Date: 10 / 01 / 20 meeting Page Report NO•' 3 of 6 MAT40 ER Speclalty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The product described herein has demonstrated compliance with: • ASTM D 1970-15a— Specification Self -adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roof Underlayment for Ice Dam Protection • ASTM D 1623-78/AC152 —Standard Test Method for Tensile and Tensile Adhesion Properties of Rigid Cellular Plastics Standards Equivalency: The ASTM D 1970-01 standard version used to test the product meets the prescribed standards in ASTM D 1970-15a standard version adopted by the Florida Building Code 7th Edition (2020) for use as evaluated in this report. Code Compliance: The products described herein have demonstrated compliance with the performance standards listed above as referenced in the Florida Building Code 7th Edition (2020). Evaluation Report Scope: This product has been evaluated in compliance with the building envelope requirements of the Florida Building Code, as related to the scope section of Florida Product Approval Rule 61G20-3.001. Product Limitations and • Products are evaluated for use with approved roof coverings that are Conditions of Use: mechanically fastened through the underlayment and is attached to the sheathing or rafters. For use with tile roof installation, refer to FRSA/TRI Florida High Wind Clay and Concrete Roof Tile Installation Manual, Sixth Edition per FBC 1507.3.3 and 1507.3.3.1. • "MAT-40T""" has been tested and evaluated for use with Polyfoam Products, Inc. Polypro AH160. Refer to roof system product approval and FRSA/TRI Florida High Wind Clay and Concrete Roof Tile Installation Manual, Sixth Edition for approved attachment methods. • "MAT-40T""" is acceptable for use with any roof covering system which references "MAT-40""" in the FBC approval. If not listed, an application may be submitted to the local building jurisdiction for approval based on this evaluation combined with supporting data for the roof covering and its attachment to support. General Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20- 3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. • Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e).allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to comply with Florida product approval rule (FAC) 61G20-3. This evaluation report is part of the Florida Building Commission approval for the listed code related criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a design certification of code compliance construction submittal documentation, per FBC FL M FL 5215.2 R6 Date: 10 / 01 / 20 Page Report No.: 4 of 66 MAT40 ER C81ICK Engineering Speclalty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 section 107, for any individual structure, site specific or permit design. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.0005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA 1824). Referenced Data: 1. ASTM D 1970-01 Test By PRI Asphalt Technologies (FBC Organization #TST ID: 1556) Report #: BIT-004-02-01, Report Date: 07/18/05 2. ASTM D 1623-78 Test (in compliance with ICC-ES AC152) By Trinity ERD, (FBC Organization #TST ID: 6049) Report #: P12890.10.09-1, Report Date: 10/30/09 3. Letter from Polyfoam Products, Inc. authorizing use of: Test Report #1312890.10.09-1, Signed by Riku Ylipelkonen, Dated: 11 / 15 / 10 4. Equivalency of Test Standard. Certification By James L. Buckner, P.E. @ CBUCK Engineering 5. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID# QUA 1824) Bitec, Inc.. Licensee #340 . 6. 'Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) FL M FL 5215.2 R6 Date: 10 / 01 / 20 CBUCK Engineerinq Re,oPage rt No.: 6 Of 6 MAT40-ER Speclalty Structural Englneerinq ceucK, Inc. Certificate of Authorization u8064 INSTALLATION METHOD BITEC, Incorporated „MAT 40TM" Self -Adhered Roofing Underlayment ucceening courses'. e nr o MAT-40. U,ndeftyent n :2 .inEn . sldelaps wi Mfg , �ertdlaps, ` - MAT-40 ,rr - , Un�d:e'rlayment.. MAT 44 must ,- tEil`dowlt by N MOtal drip.; dd ge, ;apt�©�aG. .. t "041' drObdge at-calte . l�cpw6d f8dia.below, over ilclp.ade.,. Typical Installation t - tN SCIS Home Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map I Links I Search Florida d b r 4u.r.:,.blic Product Approval User ProductAoproval Menu > Product or Application Search > Application List > Application Detail FL # FL1654-R27 T Application Type Revision Code Version 2020 Application Status Approved Comments Archived C� Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1330 Ext242 malpert@polyglass.com Authorized Signature Maury Alpert malpert@polyglass.com Technical Representative TECH REP Address/Phone/Email 1111 West Newport Center Drive Deerfield Beach, FL 33442 (866) 802-8017 uspolyglasstechnical@polyglass.com Quality Assurance Representative QA REP Address/Phone/Email 1111 West Newport Center Drive Deerfield Beach, FL 33442 (888) 410-1375 uspolyglasstechnical@polyglass.com Category Roofing Subcategory Modified Bitumen Roof System 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 the Evaluation Robert Nieminen Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 11/07/2022 Validated By John W. Knezevich, PE E7 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL1654 R27 COI 2020 01 COI NIEMINEN.pdf Standard Year ASTM D4601 2012 ASTM D4897 2009 ASTM D6162 2015 ASTM D6163 2015 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2015 ASTM G155 2013 FM 4470 2016 FM 4474 2011 UL 1897 2012 Product Approval Method Method 1 Option D Date Submitted 10/02/2020 Date Validated 10/04/2020 Date Pending FBC Approval 10/12/2020 Date Approved 12/15/2020 Summary of Products r FL # Model, Number or Name Description 1654.1 Polyglass Modified Bitumen Roof Systems SBS and APP modified bitumen roof systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL1654 R27 II 2020 09 30 FINAL Al ER PG MODBIT FL1654-R27.odf Verified By: Robert Nieminen PE-59166 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-622.5 Evaluation Reports Other: 1.) The design pressure in this application relates to one particular FL1654 R27 AE 2020 09 30 FINAL ER PG MODBIT FL1654-R27.Ddf Created by Independent Third Party: Yes assembly over concrete deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Use. 3.) Refer to FL16717 for HVHZ jurisdictions. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cho y=ght 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -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 er . Product Approval Accepts: ~eR ® fChe_ck Credit Card Safe -ONEMOletc. APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE TABLE DECK APPLICATION TYPE DESCRIPTION PAGE 1A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 1B Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded.lnsulation, Bonded Roof Cover 6-12 1C Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 1244 1D Wood New, Reroof (Tear -Off) or Recover B-1 Mech. Attached, Base Insulation, Bonded Top Insulation, Bonded Roof Cover 14-15 . 1E Wood New, Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 15-19 117, Wood New, Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 19-23 1G Wood New or Reroof (Tear -Off). E-2 Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 23-29 1H Wood. New, Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 29-36 11 Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 37 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 38-43 2B , Steel or Structural concrete New, Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 44-50 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-2 Insulated; Mech. Attached Base Sheet; Bonded Roof Cover 51-53 2D Steel or Structural concrete New,. Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Velociflex, Bonded Roof Cover 53-55 3A -. Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 56-68 3B Structural concrete New or Reroof (Tear -Off) _ F Non -Insulated, Bonded Roof Cover 68 4A Lightweight concrete New or Reroof (Tear -'Off) A-1 Bonded Insulation, Bonded Roof Cover 69-73 4B Lightweight concrete New or Reroof (Tear -Off) A 2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover ti 73-47 4C Lightweight concrete New or Reroof (Tear -Off) E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 74-78 5A Cementitious wood fiber Reroof (Tear -Off) A-1 Bonded .Insulation,.Bonded Roof Cover 79-80 5B Cementitious wood fiber Reroof,(Tear-Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 80-82 5C Cementitious wood fiber Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 82. SD Cementitious wood fiber Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 83 5E Cementitious wood fiber Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 83 6A Existing gypsum Reroof (Tear -Off) - A-1 Bonded Insulation, Bonded Roof Cover 84-88 6B Existing gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet,.Bonde.d Insulation, Bonded Roof Cover 88 6C Existing gypsum Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 88 6D Existing gypsum Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 88. 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 89-94 7B Various Recover F Non -Insulated, Bonded Roof Cover 94 NEMO ETC, LLC Evaluation Report P9290,02.08-1125 for FL1654-1127 Certificate of Authorization 932455 .. 7T" EDITION (2020) FBC NON-HVHZ EVALUATION Revision 25: 09/30/2020 ©2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 1 of 94 NNEMOjetc. The following notes apply to the systems outlined herein: 1 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 2 Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: Minimum 1-inch plywood penetration or wood plank embedment. ➢ Steel Deck: Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. ➢ Structural Concrete: Minimum 1-inch embedment into pilot hole in accordance with published installation instructions. 3 Unless otherwise noted, insulation may be any one layer or combination of FBC Approved (Local or Statewide) board(s) that meet FBC 1505 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4 Minimum 200 psi, minimum 2-inch thick FBC Approved lightweight insulating concrete may be substituted for rigid insulation board for System Types B-1, C-1, C-2, D-1 or D-2, whereby fasteners are installed through the lightweight insulating concrete to engage the structural deck. The structural deck shall be of equal or greater type, thickness and strength to the steel and structural concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. This is a wind uplift resistance allowance and does not purport to address non -wind -uplift -related issues, such as deck venting or moisture levels within the LWIC and the potential effect on overlying components. 5 Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (February 2020). 6 Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. > Hot asphalt (HA): Full coverage at 25-30 Ibs/square. > DuPont INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch c.c. > H.B. Fuller Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. > H.B. Fuller Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. > OMG OlyBond 500 (013500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. Note: OlyBond Green may be used where OlyBond 500 is referenced. > OlyBond Classic (OB Classic): Full coverage at 1 gal/square. > ICP Adhesive & Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. > Note: When multiple loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board joints shall be staggered. > Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7 Unless otherwise noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations maybe substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table. > H.B. Fuller Millennium One Step Foamable Adhesive (M-OSFA): MDP = -157.5 psf (Min. 0.5-inch thick) > H.B. Fuller Millennium PG-1 Pump Grade Adhesive (M-PG1): MDP = -157.5 psf (Min. 0.5-inch thick) > OMG OlyBond 500 (OB500): MDP = -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) > OMG OlyBond 500 (OB500): MDP = -187.5 psf (Min. 0.5-inch thick 150 95+GL) > OMG OlyBond 500 (OB500): MDP = -315.0 psf (Min. 0.5-inch thick ENRGY 3) > OMG OlyBond 500 (013500): MDP = -487.5 psf (Min. 0.5-inch thick ACFoam II) > ICP Adhesives & Sealants Polyset CR-20: MDP = -117.5 psf (Min. 1.0-inch thick) 8 For adhered roof insulation and board -size: Unless otherwise noted, refer to Section 2.2.10.6.2 of FM Loss Prevention Data Sheet 1-29 (February 2020). 9 For mechanically attached components or partially -bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC Chapter 16. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are NEMO ETC, LLC Evaluation Report P9290.02.08-R25 for FL1654-R27 Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION Revision 25: 09/30/2020 ©2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 2 of 94 ONEMOletc. ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for Zone 2/3 enhancements. 10 For assemblies with all components fully bonded, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 11 For mechanically attached components over existing decks, fasteners -shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance shall be conducted on mock-ups of the proposed new roof assembly. For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing. Field uplift testing shall be in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13 Refer to FBC 1511 for requirements and limitations regarding recover installations. For Structural Concrete Deck or Recover Applications using System Type C-1, C-2, D-1 or D-2, the insulation is optional. Alternatively, an FBC Approved insulation board or coverboard may be used as a separation layer. Board products shall be preliminarily attached prior to roof cover installation (Note 5 herein). The separator component shall be documented as meeting FBC 1505 and, for foam plastic, FBC Chapter 26, when installed with the roof cover in Recover applications. 14 Lightweight insulating concrete (LWIC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. For "pre-existent" LWIC references, listings were established through testing over lightweight concrete cast using only foaming agent (ASTM C896), water and Portland cement (ASTM C150), with no proprietary additives, in accordance with procedures adopted by Miami -Dade BCCO (FBC CER1592). Use of these listings in new construction or re -roof (tear -off) applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15 For bonded membrane applications, unless otherwise noted, refer to the following. MEMBRANE / ADHESIVE COMBINATIONS REFERENCE LAYER MATERIAL APPLICATION BP -AA Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II Base and PI sheets, ( Y PI Y One or more lies Polyglass PI IV, Polyglass PI VI, FBC A plies Yg Y Yg Y Approved ASTM D2178, Type IV or VI Hot Asphalt at 20-40 Asphalt -Applied) Note: Asphalt -applied sheets or insulation shall not be applied to poly film surfaced membranes. Ibs/square Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield HT SBS-CAI Cap Ply Elastoshield HT G, Elastoshield HT G FR, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex 56 HP, Elastoflex 56 G, Elastoflex PG350 at 1.5-2.0 gal/square S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 HP SBS-CA2 Cap Ply Elastoshield HT G, Elastoshield HT G FR, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex us at 1.5-2.0 gal/squarea gal/square S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Base Ply or Ply One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex SBS-AA S6 HP, Elastoshield HT Hot Asphalt at 20-40 (SBS, Asphalt -Applied) Cap Ply Elastoshield HT G, Elastoshield HT G FR, Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, Ibs/square Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Note: Asphalt -applied sheets or insulation shall not be applied to poly film surfaced membranes. Base Ply or Ply One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield HT SBS-TA Elastoshield HT G, Elastoshield HT G FR, Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 (SBS, Torch -Applied) Cap Ply G, Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film Torch -Applied backed) NEMO ETC, LLC Certificate of Authorization #32455 ©2018 NEMO ETC, LLC 7T" EDITION (2020) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-R25 for FL1654-RZ7 Revision 25: 09/30/2020 Appendix 1, Page 3 of 94 ONEMOjetc. MEMBRANE / ADHESIVE COMBINATIONS REFERENCE LAYER MATERIAL APPLICATION SBS-SA-H Base Ply Elastobase SA Self -adhering (followed (SBS, Self -Adhering, Hybrid Systems) by torch -applied sheet) Base Ply One or more plies Elastoflex SA V, Elastoflex SA V FR, Elastoflex SA V Plus, Elastoflex SA V Plus FR, Elastoflex SA Base HD SBS-SA Cap Ply Elastoflex SA P, Elastoflex SA P FR, Polyreflect (SBS, Self -Adhering) Note: Unless otherwise noted, permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering Elastobase (poly/sand) or Elastobase (poly/poly). APP-CA1 Cap Ply Polyflex G FR PG350 at 1.5-2.0 gal/square APP-TA Base Ply or Ply One or more plies Polyglass Base, Polyflex, Polybond Torch -Applied (APP, Torch -Applied) Cap Ply Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR APP-SA-H Base Ply Polyflex SA Base Self -adhering (followed (APP, Self -Adhering, Hybrid Systems) by torch -applied sheet) Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polyfresko G SA FR, Polykool APP-SA (APP, Self -Adhering) Note: Unless otherwise noted, permissible membrane substrates forAPP-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering Elastobase (poly/sand) or Elastobase (poly/poly). 16 Vapor.barrier options for use over structural concrete deck followed by bonded insulation carry the following MDP limitations. The lesser of the MDP listings below vs. those in Table 3A applies. VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; FOLLOWED BY ADHESIVE -APPLIED INSULATION PER TABLE 3A: OPTION # PRIMER VAPOR BARRIER INSULATION ADHESIVE MDP (PSF) TYPE (NOTE 15) APPLICATION C-VB-1. PG100 Elastoflex SA V Plus Self -Adhering D-IS or CR-20, 12-inch o.c. -60.0 C-VB-2. PG100 Polyglass Base Torch -applied D-IS or CR-20, 12-inch o.c. -75.0 C-VB-3. PG100 Elastoflex SA P Self -Adhering D-IS, 12-inch o.c. -75.0 C-VB-4. PG100 Elastoflex SA P Self -Adhering M-OSFA, 12-inch o.c. -157.5 C-VB-5. PG100 Elastoflex SA P Self -Adhering CR-20, 12-inch o.c. -270.0 C-VB-6. PG100 Elastoflex SA V, Elastoflex SA V FR, Elastoflex SA V Plus, Elastoflex SA V Plus FR Self -Adhering M-OSFA,.M-PG-1, OB500 or CR-20, 12-inch o.c. -290.0 C-VB-7. PG100 SBS-TA (with sanded -top -surface) Torch -applied M-OSFA, M-PG-1, OB500 or CR-20, 12-inch o.c. -290.0 17 The following surfacing may be applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for application limitations and a Roofing Materials Directory for fire ratings associated with coating usage. SURFACING OPTIONS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS OPTION # SURFACING FLORIDA PRODUCT APPROVAL SURF-1. PG 300 FL10291 SURF-2. PG 600 FL10291 SURF-3. PG 650 FL10291 SURF-4. PG 700 FL10291 SURF-S. PG 700 QS FL10291 SURF-6. PG 800 FL10291 SURF-7. Polyplus 60 FL10291 NEMO ETC, LLC Evaluation Report 1`9290.02.08-1125 for FL1654-RZ7 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 25: 09/30/2020 ©2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 4 of 94 NNEMOletc. TABLE 11: .... CONSTRUCTION ...... (TEAR -OFF) SYSTEM TYPE F: .:... ROOF COVER System Roof Cover (Note 15) Deck (Note 1) Primer MDP (psf) No. Joint Treatment Base Ply Ply Cap Ply SELF -ADHERING BASE PLY: APA rated, W 208 7/16 CAT, OSB joints are covered with 4-inch wide strips of Elastoflex SA V, rolled into Elastoflex SA V Plus (Optional) SBS-SA, SBS- SBS-SA, APP-SA, 0.418 in., None place to create continuous bond. or Elastoflex SA V TA, APP-TA SBS-TA, APP-TA 52.5 Exposure 1 OSB Plus FR W 209 Min. 15/32- None None SBS-SA (Optional) SBS-SA, SBS- SBS-SA, APP-SA, 90.0 inch plywood TA, APP-TA SBS-TA, APP-TA W-210 Min. 15/32- PG100 None SBS-SA (Optional) SBS-SA, SBS- SBS-SA, APP-SA, 97.5 inch plywood TA, APP-TA SBS-TA, APP-TA W-211 Min. 15/32- (Optional) PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled Elastoflex SA V or (Optional) SBS-SA, SBS- SBS-SA, APP-SA, inch plywood into place to create continuous bond. Elastoflex SA V FR TA, APP-TA SBS-TA, APP-TA 97.5 W 212 Min. 15/32- POLYBRITE 745 None SBS-SA (Optional) SBS-SA, SBS- SBS-SA, APP-SA, 105.0 inch plywood or WB3000 TA, APP-TA SBS-TA, APP-TA W-213 Min. 15/32- (Optional) PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled Elastoflex SA V Plus or Elastoflex SA V (Optional) SBS-SA, SBS- SBS-SA, APP-SA, -135.0 inch plywood into place to create continuous bond. TA, APP-TA SBS-TA, APP-TA Plus FR HYBRID SYSTEMS WITH SELF -ADHERING APP BASE PLY: Min. 15/32- W-214 inch plywood (Optional) PG100 None APP SA H (Optional) APP-TA APP-TA 90.0 W-215 Min. 15/32- (Optional) PG100 ) Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled APP-SA-H (Optional) APP-TA APP-TA 135.0 inch plywood into place to create continuous bond. HYBRID SYSTEMS WITHSELF-ADHERING SBS BASE PLY: Min. 15/32- W-216 inch plywood None None SBS-SA-H (Optional) SBS-TA SBS-TA 90.0 Min. 15/32- W 217 inch plywood PG100 None SBS-SA-H (Optional) SBS-TA SBS-TA -97.5 Min. 15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled W 218 inch plywood (Optional) PG100 into place to create continuous bond. SBS-SA-H (Optional) SBS-TA SBS-TA -97.5 W-219 Min. 15/32- POLYBRITE 745 None SBS-SA-H (Optional) SBS-TA SBS-TA 105.0 inch plywood or WB3000 NEMO ETC, LLC Certificate of Authorization #32455 ©2018 NEMO ETC, LLC 7T" EDITION (2020) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-R25 for FL1654-R27 Revision 25: 09/30/2020 Appendix 1, Page 37 of 94 COUNT Y F L O R 1 D A Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Scott W Shipley Applicant: Indian River Roofing & Repairs Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows Mullions Fixed Glass Block Glass Skylights Sliding Glass Doors Swing Type Doors French Doors Garage Doors Hurricane Protection Roof Ventilation Roofing Material'�`JitOn•"� C C}- Mct+ I? LIoGA t' 1164 35wp t"C*yO uwdet rL Zjc,2\.09-RN F1,52tS1^Rv til0 (" fasfw �" °►C '14'` AC -id 4+/ T%Y. s Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: Signature: seal Design Prof: Cert. No. Date: