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Home My WebLink AboutPRODUCT APPROVALBCIS Home I Log In i User Registration i Hot C1 a Product Approval USER: Public User d'b.pr Product Approval Menu > Product or Search Criteria SCANN i Submit Surcharge > Application List S,:; . Stats & Facts 1 Publications i FBC Staff i BCIS Site Map i Links ; Search Refine Search Code Version 2017 FL# 16048 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name A LL Product Description ALL Approved for use in HVHZ BALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL i Manufacturer Validated By Status ision Tri-Built Materials Group, LLC John W. Knezevich, PE Approved Category: Roofing (954) 772-6224 Subcategory: Underlayments .Py,�vun „y ....„....,... ,. i I 1 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487-1624 The State of Florida is an IAA/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 QOTRJNITYIERD EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report A42960.10.12-116 FL16048-R6 Date of Issuance: 10/25/2012 Revision 6: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 611320-3 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 6ch Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT 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 I 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 6. Prepared by: 1 Robert J.M. Nieminen P.E. ''�°'"';"'' =w%' Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09125/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither 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 l 0 TRINITY 1 ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: U nderlaymerit Compliance Statement: TRI-BUILT RooflUnderlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 61h Edition (2017) 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 2011 1504.3.1 Wind Uplift UL 1897 2012 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: Kafity Examination Reference Date ERD (TST6049) P�ysical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties S40540.11.13 11/19/2013 ERD (TST6049) Physical Properties S40540.03.14 03/26/2014 ERD (TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties 144870,04.14-3 04/02/2014 ERD (TST6049) (Physical Properties 544870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD (TST6049) I Physical Properties S43530.05.14 05/28/2014 ERD (TST6049) Physical Properties S40540.10.14 10/31/2014 ERD (TST6049) I Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) I Accelerated Weathering SC8520.04.15 05/27/2015 ERD (TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017 UL, U.C. (QUA9625) I Quality Control Multiple -Listing R16814 12/10/2015 UL, L-C. (QUA9625) Quality Control Service Confirmation Exp. 07/18/2020 4. PRODUCT DESCRIPTION: I 4.1 Tri-Built Sand-R SA (Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970. 4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen hoof underlayment; meets ASTM D1970. S. LIMITATIONS: 5.1 This is 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. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 ! 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 2 of 6 �I „I TRINITY I ERD 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes & Shingles Slate Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes er ayme Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 i-Built Smooth HT Yes No No Yes Yes Yes Un e 5.5.1 "Foam -On Tile” is limited to use of the fol lowing, Approved tile adhesives / underlayment combinations. TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS) Adhesive Florida Product Approval' Underlayments ICP Adhesives Polyset® AH-160 FL6332 Tri-Built S/A HT TU Underlayment Dow TileBondTM FL22525 Tri-Built S/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment 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. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materials Group, LLC 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: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment 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 the systems (Tri-Built S/A HT TU Underlayment 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 or TAS 114, Appendix J. 1 Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approvalfor Overturning Moment Resistance Performance. Exterior Research and Design, U.C. Evaluation Report A42960.10.12-116 Certificate of Authorization 119503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION F1.16048-116 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 - Page 3 of 6 QtTRINITYIERD 5.6.3 Bond to Mechanically Attached Base Laver: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ ASTM D226, Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 12). I 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 direct -deck 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 rIeflects 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 pressures. #1 Maximum Design Pressure = -45.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority HavingiJurisdiction. Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. #2 Maximum Design Pressure = -67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. #3 Maximum Design Pressure = -150.0 psf: Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: )Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no i voids/bridging at side and end -laps. #4 Maximum Design Pressure = -60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Soprema 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: Tri-Built S/A HT TU Underlayment, self -adhered. Exterior Research and Design, LLC. ' Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 4 of 6 4TPJNITYIERD 5.6.4.1 For mechanically attached Base Sheet,�,the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, 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 ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left, exposed for longer than 30-days after installation Tri-Built S/A HT TU Underlayment shall not' be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)): When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS Maximum Underlayment Tile Profile Staging Method Slope Flat Max. 10-tile stack 6:12 Lugged Max. 10-tile stack 5:12 Max.10-tile stack (bottom 2-tile stack shall be inverted, followed by 8 tiles high 6:12 on slope, as shown below) Tri-Built S/A HT TU Underlayment Lugged *,r Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-116 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-116 TRI-BUILT Roof.Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 5 of 6 I ' TRINITY I ERD 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC 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 Tri-Built Sand-R SA Shingle Underlayment Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile applications: f While priming is optional, TRIL BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the r �of 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, broom or hand -press 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, sealed in accordance with TRI-BUILT Materials Group, LLC requirements. When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC 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 (Tri-Built S/A HT TU Underlayment 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 tile 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. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile staging. 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: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 { Page 6 of 6 1 BY St Lucie County BCIS Home { Log In i User Registration I Hot Topic's i Submit Surcharge I Stars & Facts i Publications ! Contact UsI BCIS Site Map ! LJnks j Search a,��L '" Product Approval \R' USER: Public User dbpr Product Approval Menu > Product or Application I Search > Application List Search Criteria Refine Search Code Version Application Type Category 20LI 7 AL L AL� FL# Product Manufacturer Subcategory 20881 ALL ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name Approved for use in HVHZ ALL ALL Product Description Approved for use outside HVHZ ALL ALL Impact Resistant ALL Design Pressure ALL Other ALL r wart" raesulas-.a ua.aawrr�, FL# I Tvae Manufacturer Validated By Status FL20881-R3 Revision Sun-Tek Mfg National Accreditation & Management Institute Approved History Category: Sky Lights Subcategory: Skylight (804) 684-5124 -.,villwF..yr,.r ..�.��.,��.... .......___•-.._. ---.._.-. _..---._.-----. __ ------ 1 Contact Us :: 2601 Blair Stone Road 7allahas�c FL 32399 Phone: 850.487-1824 EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement The State of Florida Is an Aa Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact'the office by phone or by traditional mall. 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 dick here . Product Approval Accepts: M 0 ® E9 RECEIVE® JUL 0 9 2018 ST. Lucie County, Permitting Credit Card Safe FILE COPY III oun)TIek :me,, HTS0 x,S.. tbi«_r i Sun Tek Manufacturing, Inc. 10303 General Drive Orlando, FL 32824 (407) 859-2117 www.Sun-Tek.com CustomerService@sun-tek.com SIZE INFORMATION Fastener Schedule Size Code Roof Opening Finished Opening (%'Drywall Dimension) Filson Center Spacing tlo x 1 Phillips Part Head screws side Per Ls deg' Per 1414 11%'x 11Va' 1014'x 10%* 16' 3 3 1422 11%*x 19%' 10Va'x 18'h' 16, 3 3 1430 11%'x27Va" 10'h'x26W 16' 3 3 1446 ll%'x43Va" 10%'x42'h' 16' 1 3 5 1725 14Va'x22%' 13Wx21Va' 16' 3 3 1733 14%'x 30'/a' 13%*x 29'h' 16" 3 4 .1749 14%'x46%' 13''h'x45%' 16' 3 5 2222 19'h'x19Vi' 18%'x 18Va' 24' 3 3 2230 19%' x 2716' 18Vi x 26W 24' 3 3 , 2246 19%'x43'h' 1815'x421h* 24" 3 5 2525 22Va'x22Vi" 21%'x2l%' '24' 3 3, 2533 22%'x 30Va' 21Wx 29%* 24' 3 4 2549 22Va'x46%' 21%"x4SVa' 24' 3 5 3030 27%'x27Vi' 26Wx26W 16'or32' 3 3 3046 27Va'x43%' 26Wx42'1e 16"or32' 3 5 3333 30'h'x30'h' 29'h'x29'h' 16'or32' 4 4 3349 30Va'x461h' 29Wx45W lWor32" 4 6 4646 43%-x 43%' 42W x 4214' 1 W, 24'ot 48' 116',24*or4T16 6 6 4949 46%'x4616" 4SWx45'h' 6 INSTALLATION INSTRUCTIONS INSULATED GLASS SERIES MODEL IFGC Minimum 2.12 pitch required. Engineer of Record: James D. Wells, Jr., P Professional Engine( 1 & L Wells Consultir 1453 Arbitus Circle Oviedo, FL 32765 (407)496-5489 Certificate of Authorization No. 27162 This item has been electronically signed and seated by lames D. Wells, Jr., P.E. on 7/26/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. You w'igm Ae - • hammer • keyhole saw • skill saw • nails • drill •2x4's t,•td1t�'!lp�rjr'i °•}ij�iirA�rxor n= James 0 Wells Jr I attest to the accuracy and integrity of this document 2016.0716 09:29:33-04'00' • sealant/mastic • tape measure • chalkline or straight edge • trowel or caulk gun • utility knife ForLIght1runnel: RECOMMENDED SEALANTS: • 8 or 10 penny nails • 100% Silicone • plywood or drywall • STS 1000 (Sun Tek exclusive) Butyl rubber sealant/caulk Check local building codes for glass requirements. • Please read instructions completely before beginning. • Deck and roofing felt should already by installed.- Interior wood liner should be stained or painted before installation. Alt Installation information is supplied In good faith, but without recommendation to its use. No guarantee of the results of any use of this information Is to be Implied, since conditions of use are beyond our control. Please consult local building codes fo r campUanre before Installing. 1 To properly position skylight between trusses/rafters, locate the roof opening from the underside of the decking. (if this area is not accessible, locate the ceiling joists from inside the house, mark opening in ceiling (a-c), and cut ceiling opening. Then follow steps below for roof opening.) a) measure distance between trusses/rafters and mark center point. b) to center skylight, measure one-half of appropriate roof opening to each side of center point and mark. c) using the side marks as a guide, mark corners by drilling holes or driving nails through roof. 2 Remove shingles 6 - 8' out from roof opening. 3 Cut roof opening (snap a chalkline from corner to comer, or draw line with a straightedge.) 4 Frame roof opening: a) cut two 2 x 4's to fit the actual distance between trusses/rafters and nail into place. NOTE. Size 2525, 2549, 3333, 3349, 4949 Skip step '"proceed to't" b) cut two 2 x 4's to the exact length of the roof opening and nail to the trusses/rafters. c) if applicable, cut ceiling opening and build tunnel framing. (See"LightTunnel Installation Instructions.") 5 Shingle up roof to bottom of roof opening. 6 Apply approved sealant in a 3"wide band around the entire opening. (Caulking: Apply 33h"beads one inch apart or 3°x Ys"butyl tape.) % Center skylight to cover all aluminum from inside exposure. Set skylight bver opening. The label "This Edge Down"should be at the bottom of the opening. This -insures proper functioning of the condensation wick. Fasten the skylight to the-;roof-using;#10 x 1"pan head screws (see fastener schedule). The screws should be stainless steel, galvanized or zinc plated for reS&ance to corrosion. Use the pre -drilled holes for the fasteners. Place a lar,,ge bead of sealant at the joint between the flange and the roof deck. Also, seal the head rF Bch fastener. i 283.1E - 6116 IMPORTANT. Bottom flange of skylight MUST go on top of shingles. 8 Now shingle up sides and across top. Place shingles, as far in as possible, but be careful not to nail through skylight flange. DO NOT place any sealant on the top side of the skylight flange! Sealant In this area will block the water diversion channels on the flange. tJ Bottom flange will still be exposed: we recommend leaving it this way. If you decide to put a °false shingle" over it, be' careful not to nail through skylight flange. ' i 1 Engineer of Record: James D. Wells, Jr„ P.E. Professional Engineer No.53616 J & L Wells Consulting LLC 1453 Arbitus Circle Oviedo, FL 327f25 (407) 496-5489 Certificate of Authorization No. 27162 Glazing Flat FE Deco C #10x1 Phililps Pan Hd Screw. S/B' plywood Deck �-4 i= ASTENLPS 'SKY`iGH t C CURB See �:(,t- LO LCI flLlrlbee' 4f7 faste.)er-s pe- side. Each sire r^ecuires a roster.!:- 'I* fl-on eacn er.,l. Additional "as-,eners Lo be o.-h;<2Et'✓ c;r')('Prl :H0 X i Poe) head C),-O ~',in-rluM II I` Ply 1 L � '� (i Ij Insulnted Gtass(made with 0.090 Kuraroy Butaclte Intertayer) PVC P r Rat arge FREE e c ra e Deco Finned LIGHTTUNNEL INSTALLATION INSTRUCTIONS For homes with an attic, it is necessary to bu)id a tunnel between skylights and ceiling.The tunnel walls may be straight, or flared for extra light and architectural appeal. It's very easy to increase the tunnel size along the length of the ceiling joists. As long as no roof -supporting members are cut, no special framing is needed. While it is possible to flare the tunnel In all directions, if support members are cut, special framing will be required for structural support. In this case you must consult a qualified building profes- sional to insure Droner and safe results. 1 After roof and ceiling openings have been framed, measure distance (at each comer of roof opening) between rafter/truss and ceiling joist i 2 Using these four measurements, cut 2 x 4 lumber for vertical support members (two per corner). 3 1n each corner, nail vertical support members into place at right angles to each other. 4 Measure, cut, and nail tunnel walls into place. Suggestions for lining tunnel: i - use drywall, tape corners, and paint white using regular or texture paint. (Texture paint alone will hide and fill untaped joints, but in time, cracks may appear in corners.) - use prefinished paneling with molding in corners. line the tunnel with cedar, pine, or a wood to coordinate with your decor. for special effects, try painting the tunnel a striking accent color, or use mirrors or wallpaper on tunnel walls. 5 Caulk the slight gap between the tunnel walls and skylight base. 6 Finish off tunnel at ceiling with molding, or blend edges into ceiling with texture paint. 7 Be sure to wrap the exterior of the tunnel with insulation for energy savings. INSULATED GLASS SKYLIGHT LUVRTED WARRANTY San liiLWeiactutnq ktt(1wTrk-1 to10115A o1 Oltwtdv f'wsYla 32J1l(0he592117, w %IMSkjV4 a+t+e FWN gtornatYl<vM:wn LWursntr C_."Ttw wwrany uMdr+wtdllAe a!)lulpuAu.n anJ rnl conwmo owra.d YS+y+VtimileW SW Trk.�. Wwlotq DYr.Yau Rds a.mntysh.l remait hl9e'lt FW. 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F.InVII l Wwnntim #ZP= WAJZ1"1 .IMIUDING FLT POT LWYED TOMPLIEO WAARAY+T1r5 OF WOWNCTA01UTr AM FIT14ES F0q A MgT,CUW PURIGSL StML MW EVVJDMYOND TFE MgATM OF THE VOT19 WAW.0CVS PAM010 hQtlN Sane states du not,ow tmdatnnt a1FYrw-- tag an.npied wanarny Wn wthe dole Lmweon rn•r and ariy to vmQ bna-W W Cw'"llumul Dem.grs. %PJTEXSiiALLhW K UAlLE f09 AN(da D"AL09MI LMENT LLDA►AUS*lUW1lXV[A 7KW0MGM PXR LI.WTEDTotOSSOF TWd 09RVM1MA.GASMIALTUM-OB.OR(MMLMMLS.Somenarrsdora.1It- ttmraG+knW Cmleattd"Y.Mrt.IW<muttw -41 5/11/2018 Florida Building Code Online `�� ` �.�� unto tt �, : f�� •..�. BCIS Home j Log In ; User Registration Hot Topics Submit Surcharge i Stats & Facts t Publications FBC Staff BCIS Site Map { Unks j Search t Florida O Product Approval USER: Public User d rl ry;r Product Approval Menu > Product or Application Search > Application List I Search Criteria I Refine Search Code Version it 2017 FL# 14645 Application Type ; ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Co�srhTdnlfc _ Annlirat•innc 3 Revision Metal Sales Manufacturing Corporation Yo istory Category: Roofing (2 Subcategory: Metal Roofing L* Type 'Manufacturer Validated By S atus osef Lavi, P.E. Approved 14) 340-0049 FL14645-9 a2Leg.bYtBPR. Approvals by DBPR'shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. gMyrlght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses;are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls 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: ® eChN 0 Credit Card Safe o91 https://www.floridabuilding.org/pr/pr app_lst.aspx 1/1 I EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION •26 GA. 5V-CRIMP PANEL' FLORIDA BUILDING';CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 14645.3-R3 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 Telephone: (502) 8554300 Fax: (502) 855-4200 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 (3 Pages including cover) %%%,%tillIlilt%I' Installation Details (1 Page) �%% S0CKAt��,�,,.. Report No. C2182-3 Date: 9.9.17 ♦ IVo 62240 ♦ STATE OF •�tjj O •ON, P.L - c` ,G .- 1'Z FL 14645.3-R3 C2182-3 9.9.17 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-Crimp Panel Description: 24" wide coverage with (5) 1/2" 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. 19/32" plywood or min. 3/4" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2017. Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c. (Minimum) in the field and @ 4" o.c. at edges. Designed as per FBC 2017. New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Required for new construction and optional for reroofing construction. Existing Underlayment: One Payer of asphalt shingles over one layer of #30 felt. For reroofing (Optional) construction only. Slope: 1/112 or greater in accordance with FBC 2017 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 41.6 psf @ fastener spacing of 36" o.c. (Factor of Safety = 2) 74.8 psf @ fastener spacing of 16" o.c. 196.75 psf @ fastener spacing of 8" o.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum iof 3/8". At panel ends @ 6" o.c. across panel width At intermediate @ 12" o.c. across panel width , 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 2017 Section 1507.4. Product Limitations: ' Design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum support spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity FL 14645.3-R3 C2182-3 9.9.17 Page 3 of 3 Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: TAS 125 Test Reports Farabaugh Engineering and Testing Inc Project No. T181-05, Reporting Date 7/21/05 (Tests #1 & 2) Project No. T240-09, Reporting Date 9/22/09 Architectural Testing, Inc. — West Palm Beach, FL (Formerly Hurricane',Test Laboratory, LLC) Project No. 0103-0712-09, Reporting Date 9/1/09 EXISTING SHINGLES SEE DETAIL 2 SEE DETAIL 1 NEW UNDERLAYMENT FASTENER AT PANEL FLAT 5V-CRIMP (OPTIONAL) (REQUIRCONED OUNLY FOR REQUIRED FOR PANEL � � (PANEL OVERLAP) NEW STRCTION) ENDS ONLY, a I w EXISTING UNDERLAYMENT L / MINIMUM ATTACHVENT: P— FASTENER PER ALLOWABLE u (OPTIONAL) PRESSURE URE TABLE ON THIS SHEET. - 8d x 2.5" LONG RING SHANK NAIL OR #8 x 2" LONG WOOD SCREWS MIN. 2%_ WOOD RFTER/J015/ 4" O.C. AT PLYWOOD EDGES SPACED ® 6" O.C. IN THE FIELD & PITRUSS AT MAX. 24' O.C. TYPICAL PANEL INSTALLATION X—SECTION d �g =moo #'9-16 OR #10-14 WODDSCREWS ALLOWABLE UPLIFT PRESSURE WITH SELF SEALING WASHER AT NEW UNDERLAYMENT MAXIMUM SPACING OF 36" O.C. FASTENER PRESSURE ONLY FOR = u� 33 ¢ m (REQUIRED I SPACING2 (�F) NEW CONSTRUCTION) (IN) FNo SV-CRIMP EXISTING SHINGLES MIN 26 GA. 36 416 W7N �o� (OPTIONAL) I 5fT N 16 74.8 ez uai I 8 126.75 W d a b R EXISTING UNDERLAYMENT (OPTIONAL) 19/32"DTHICK = (MIN.) GENERAL NOTES, DETAIL 1 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE rc $@ FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 G0. (t = 0.0169"). EFFECTIVE COVERING ve a J9-16 OR #10-14 WOODSCREWS WIDTH OF PANEL 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING &STRUCTURE AS C d NEW UNDERLAYMENT WITH SELF SEALING WASHER AT SPECIFIED ON THIS DRAWING. (REQUIRED ONLY FOR MAXIMUM SPACING OF 36' O.C. 4. REQUIRED DESIGN WIND, LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS NCW CONSTRUCTION) PANEL SYSTEM NAY NOT, BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS i€ ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. EXISTING SHINGLES 5V-CRIMP 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA (OPTIONAL) MIN 26 GA. 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. EXISTING UNDERLAYMENT PLYWOOD (OPTIONAL) DETAIL 2 19/32" THICK i'(MIN.) 2182- S EC