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Home My WebLink AboutProduct Approval PART NAME:ISFG SKYLIGHT ASSEMBLY I FILE NAME:Z:\DWG\DWG\ACAD 2000 DRAWINGS\DADS COUNTY ISFG STI-00000298-SHT1 SHEET 1 OF 2 DWG.N0.STI-00000298-SHT1 STI-215 DECO COVER 0.075 6063 T6 ALUM 17/32"GLASS BITE 1/8"OUTBOARD DSB TEMPERED STI-214 DECO RING MITERED AND SILICONE BEDDING(CONTINUOUS) 1/8"INBOARD GLASS DSB TEMPERED WRAP AROUND 0.050 6063 T6 ALUM. STI-6 GLASS GASKET EPDM (CONTINUOUS) INSULATED AIR SPACE STI-205 CMG FRAME 0.060 MITERED to ARGON GAS FILLED AND WELDED 6063 T6 ALUM. STI-401 WOOD LINER 1.16x0.935" (CONTINUOUS) SWIGGLE SPACER(0.6 5) #8-32 PHILLIPS PAN HD SCREW AND HEX NUT 7 PER LONG SIDE 7 PER SHORT SIDE SILICONE SEAL TOP AND BOTTOM PAL POLYCARBONATE SHEET CONTINUOUS PALRAM PALSUN (CONTINUOUS) LL a. BUTYL 3 RINGS OF SEALANT STI-300 PVC LINER WELDED 0.075 T6 SUB-FRAME MITERED AND O BENEATH FLANGE(CONTINUOUS) GEON 87416 WHITE x o AROUND PERIMETER OF FLANGE 141 EXTERIOR w (CONTINUOUS)AND ON TOP OF EACH rrsonucrxrivlscD Z Q FLANGE SCREW AIR SPACE OR 83complying withtlmF,mid" OLdDADE COUNTY APPROVED Aa,.-ccNo -063-10 #8 X 1"PHILLIPS PAN HEAD w SHINGLES EXPANDED POLYSTYRENE INSULATION Ion Dam /8 v SCREW, (9)PER SIDE (SEE NOTE 1) ROOF DECK mina"thick 134 DESIGN PRESSURE RATING+/-80 PSF. LARGE MISSILE IMPACT RESISTANCE Engineer of Record James D.Wells,Jr,,P.E. NOTE: ° ``.�, `��a�a a.�s ' Professional Engineer No.53616 N� � g '(1)ALL ROOFING DETAILS SHALL COMPLY WITH0.536160.53616 CHAPTER 15 OF THE FLORIDA BUILDING CODE 2014 edition J&L Wells Consulting LLC (2)4"MINIMUM DISTANCE FROM ANGLE LIP TO ROOF O 21w1t 1453 Arbitus Circle SURFACE IS FOR SHINGLE OR B.U.R.WITHOUT E %� F<oRto `'L►` 1453 A, FI.32765 INSULATION.FOR INSULATION AND TILE ROOF ADD TILE HEIGHT AND INSULATION THICKNESS TO 4'. (407)496-5489 (3)ANCHORS TO BE MADE FROM NON-CORROSIVE MATERIAL Certificate of Authorization COMPATIBLE WITH ALUMINUM. RAFTER OR TRUSS No.27162 (4)NO ONE-THIRD INCREASE IN THE DESIGN PRESSURE WAS USED. (5)TESTED TO TAS 201,TAS 202 AND TAS 203. REVISION:QA REVIstoN: PRODUCT NAME: ISFGSUN-TEK MANUFACTURING, INC. REVISION MADE ON SHT.2 OF 2 eso ° : OBXOA0� Y:),M DATE: 8/15/2013 DRAWN BY: JWF DATE: 08/15/201 DWG.NO.STI-00000298-SHT1 REV. A 10303 GENERAL DRIVE ORLANDO,FL 32824 PART NAME:ISFG SKYLIGHT PLAN VIEW I FILE NAME.Z.\DWGNOWG\ACAD 2000 DRAWINGS\DADE COUNTY ISFG STI-0000D298-SHT2 SHEET 2 OF 2 DWG.NO.STI-00000298-SHT2 54.5 STI.214 DECO RING MITERED AND WRAPPED tip to tip 0 AROUND 0.050 6063 T6 ALUM (�-4.000 — 4'000— 0 SILICONE BEDDING(CONTINUOUS) STI-215 DECO COVER 0.076 6063 T6 ALUM .8125 0 5.8 ;5 r-5,Vl' 4 STI-6 GLASS GASKET EPDM 25 (CONTINUOUS)- OUTBOARD DSB TEMPERED STI-401 WOOD LINER SWIGGLE SPACER(0.626') (CONTINUOUS) STI-205 CMG FRAME 0.060 MITERED AND IR SP 5.8125 WELDED CORNERS 6063 T6 ALUM ARGON GAS FILLED #8-32 X�'PHILLIPS PAN HD SCREW AND HEX NUT(7)PER SIDE INBOARD GLASS DSB TEMPERED FASTENERS ENERS SKYLIGHT SILICONE SEAL TOP TO DECK#8 X 1"(9)PER SIDE AND BOTTOM(CONTINUOUS) STI-207 HSF SUB-FRAME MITERED .177 POLYCARSONATE SHEET LL. AND WELDED CORNERS 0.075 PALRAM PALSUN 0 a6063 T6 ALUM ISFG 4949 I 0 0:0 3 RINGS OF BUTYL SEALANT AIR SPACE OR hD LU BENEATH FLANGE(CONTINUOUS) DADE COUNTY APPROVED It- � AROUND PERIMETER OF FLANGE INSULATION SYMEf LL ICAL 6 (CONTINUOUS)AND ON TOP OF EACH f� U) FLANGE SCREW STI.300 PVC LINER a SHINGLES (S E E N 0 T'ET)"-� iDhVIDWp0,, ori #8 X T'PHILPS P FASTENERS SUB-FRAME TO FRAME 'I I r_: SCREW(9)PER SIDE .63616 t I min..protrusion if F ROOF DECK "min thickness Rig RAFTER OR TRUSS I 1 1110 4!'MININUM LIP TO FASTENER SCHEDULE SKYLIGHT TO DECK FASTENER SCHEDULE ROOF SURFACEA #8 X I"PAN HEAD SUB-FRAME TO FRAME C) SCREWS #8-32 X 314"WITH HEX NUTS DESIGN PRESSURE RATING+1 80 PSF. 0 c) UP tO UP MODEL PER PER PER PER LARGE MISSILE IMPACT RESISTANCE cV Engineer of Record I LONG SIDE SHORT SIDE LONGSIDE SHORTSIDE 54.5X50 4949 9 9 7 7 NOTE: James D.Wells,Jr,,P,E. 51-541-5._76-46 —8 8 7 7 (1)ALL ROOFING DETAILS SHALL COMPLY WITH Professional Engineer No. 53616 X&50 3149 9 6 1 7 5 1 CHAPTER 15 OF THE FLORIDA BUILDING CODE 2014 edition PaobucrRuvls6D X%tas 3333 6 65 -5 (2)4"MINIMUM DISTANCE FROM ANGLE LIP TO ROOF x&si.6 3046 8 6 75 3s.w5,s 13030 6 6 5 5 SURFACE IS FOR SHINGLE OR B.U.R.WITHOUT lis Consulting LLC X&SAS 2549 1 9 5 7 4 INSULATION.FOR INSULATION AND TILE ROOF ADD bitus Circle 30,54M 2533 6 5 5 4 TILE HEIGHT AND INSULATION THICKNESS TO 4". Fl.32765 305X30.5 2525 6 6 4 4 -g-usts 2246 8 5 _7 4 (3)ANCHORS TO BE MADE FROM NON-CORROSIVE MATERIAL (407)496-5489 27.5,WZ 2230 6 5 6 4 COMPATIBLE WITH ALUMINUM. 27.647.5 2222 5 5 44 (4)NO ONE-THIRD INCREASE IN THE DESIGN PRESSURE WAS USED. Certificate of Authorization 22.6x64.51749 9 4 7-1-3 113& (5)TESTED TO TAS 201,TAS 202 AND TAS 203. No.27162 Fjl. 1 1733 6 5 3 1 e,5 ,E 1446. 8 d 7 3 REVISION: REVISION:` 'PRODUCT NAME: I %W&S 1 1430 T_ ISFG I SUN- TEK MANUFACTURING, INC. BY: W DATE: 08/19113 W_'_____TD_ATE: DRAWN BY: JWF I DATE: 10114/20 DWG.NO.STI-00000298-SHT-2--FREV. A 1 10303 GENERAL DRIVE ORLANDO,FL 32824 F,6n&Bu#ding Code Online http://www.floridabuilding-orklpr(pr_app_dtl.aspx9param=wGE... {io!'E^ SCIS Home Log In UserReglstratlon Hot Topics Submitsurcharge : Stats&Fact✓ PUN trons ' FSC Staff B=Site Map Unks ' Search 11 s!l�es5'1.1 Amduct Awmat Professional +f�,_�� USER:Public User i.e ,utlG,. a Product Approval Menu>Product or Application Search>Application List>AppliclMon dNnll t FL# FL10450-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Tarin Roofing Address/Phone/Email One Information Way Suite 225 Little Rock,AR 72202 (254)913-7750 smohseen@tarcomofing.00m Authorized Signature Sheik Mohseen smohseen@tarcoroofing.com Technical Representative Sheik Mohseen Addr'ess/PhonelEmail 2403 Taylors Valley Road Belton,TX 76513 (254)913-7750 snohseen@tarcoroofing.com Quality Assurance Representative Shack Mohseen Address/Phone/Email 2403 Taylors Valley Road Belton,TX 78717 (254)939-3775 Ext 210 smohseen@tarcoroofing.00m Category Roofing Subcategory Underlayments 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 Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/13/2017 Validated By John W.Knezevkh,PE Validation Checklist-Hardcopy Received Certificate of Independence FL10450 R7 COI 2025.01 COI Nlemirien.udf Referenced Standard and Year(of Standard) Standard Y-r ASTM D1970 2009 ASTM D226 2006 1 of 2 4119/16,10:03 AM TRINITY ERD 4. PRODUCT DESCRIPTION: 4.1 Self-Adherine Underlavments: 4.1.1 LeakBarrier Fast90 Self-adhering Tile Underlayment is an asphalt-saturated organic felt coated on both sides with asphalt and surfaced on the top side with mineral granules and on the underside with a self- adhering compound and release film. 4.1.2 LeakBarrier MS300 Ice and Water Armor is a self-adhering,glass mat reinforced, mineral surfaced,SBS modified roof underlayment. 4.1.3 LeakBarrier PS200"r Ice and Water Armor is a self-adhering, glass mat reinforced, fabric surfaced, SBS modified roof underlayment. 4.1.4 LeakBarrier PS200mu Ice and Water Armor is a self-adhering, glass mat reinforced, smooth poly film surfaced,SBS modified roof underlayment. 4.1.5 LeakBarrier NR500"r isa self-adhering,plastic film surfaced,modified underlayment. 4.1.6 LeakBarrier SS400 Ice and Water Armor is a self-adhering, fiberglass reinforced, smooth surfaced modified underlayment. 4.2 Mechanically Fastened Underlavments: 4.2.1 Tarco 15 is an ASTM D226 Type 1,15 Ib asphalt-saturated organic felt 4.2.2 Tarco 30 is an ASTM D226 Type Il,30 lb asphalt-saturated organic felt 4.2.3 Tarco NO 30 is an ASTM D4869 Type II asphalt-saturated organic felt 4.2.4 LeakBarrier Easytay is an asphalt-coated polyester fabric roof underlayment. 4.3 Mechanically Fastened and/or Bonded Underlavments: 4.3.1 Fiberglass Mineral Surfaced Roll Roofing is an ASTM D3909, glass-fiber-reinforced, asphalt-coated, granule surfaced underlayment used as a valley liner. 4.3.2 ASTM Organic Mineral Surface Tile Underlayment is an ASTM D6380,Class M asphalt-saturated organic roll roofing sheet. 4.3.3 LeakBarrier.EasyMopiO SBS is a polyester reinforced,SBS modified bitumen roofing underlayment. S. 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 Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Tarco Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop Tarco underlayments are follows: TABLE-12 RoOF,COVER OPTIONS Underla Asphalt yment Shingles Nail-On rile Foam-On Tile Metal Wood Sh ngles s Slate LeakBarrier Fast90 Yes Yes Yes No Yes Yes See 5.5.2 LeakBarrier MS300 Yes No No No Yes Yes LeakBarnerPS200"r Yes Yes Yes Yes Yes Yes See 5.5.2 LeakBarrierPS26-Fu Yes No No Yes Yes Yes Exterior Research and Design,LL[. Evaluation Report 10880.07.08-R7 CerWCUte Of AuthDAZattan#9503 FL10450-R7 Revision 7:12/17/2015 Page 3 of 29 EXTERIOR RESEARCH&DESIGN, I.I.C. Cerhfrcate ofAuthorization 119503 lj. ��'ER� 353 CHRISTIAN STREET,UNIT#13 OXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Tarco'Roofing Evaluation Report 10880.07.08-117 One Information Way,Suite 225 FL304S0-R7 Little Rock,AR 72202 Date of Issuance:07/11/2008 Revision 7:12/17/2015 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. DESCRIpmow Tarco 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. TrinityJERD requires a complete review of this Evaluation.Report relative to updated Code requirements with each Code Cycle. ADvERTisEMENr. The Evaluation Report number preceded by the words "TrinitylERD 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 10. Prepared by: t1i1[Riry .• The facsimile seal appearing was audwized b Robert Nieminen, Robert J.M.Nieminen,P.E. ?•.�; ,io;�, •,- p� g y ,r�S.:,C ��„ y` P.E.on 12/178015:This does not serve as an electronically signed Florida Regrstration No.59166,Florida DC4ANE1983 t;a,�O�;L��.•. document.Signed,sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client 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. S. This is a building code evaluation. Neither Trinity[ERD nor Robert Nieminen, P.E.are,in anyway,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. ERD TRINITY ROOFING COMPONENT EVALUATION: 1. SCOPE' Product Category: Roofing Sub-Category: Underiayment Compliance Statement: Roof Underlayments, as produced by Tarco, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Prone Standard Year 1504.3.1 Wind Uplift FM 4474 2004 1507.2.3,1507.3.3,'1507.5.3, Physical Properties ASTM D226 2006 1507.7.3,1507.8.3,1507.9.3 1507.2.3,1507.2.8,1507.4.5.1, Physical Properties ASTM D4869 2005 1507.4.5.2,1507.5.3,1507.5.3.2, 1507.7.3,1507.7.3.2,1507.8.3, 1507.8.3.2,1507.9.3,1507.9.3.2 1507.2.4,15 07.2.9.2,1507.5.3, Physical Properties ASTM D1970 2009 1507.7.3 1507.2.9.2 Physical Properties ASTM D3909 1997 1507.2.9.2,1507.3.3 Physical Properties ASTM D6380 2003 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 1507.11.2 Physical Properties ASTM D6164 2005 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: EASTM D6164 T647008 07-R1 08/30/2007 ERDRD(TST6049} ReferenceExamination ERD(TST6049) FM 4474 T6460.0607-R1 10/09/2007 ERD(TST6049) ASTM D1970 730160.08.09 08/14/2009 ERD(TST6049) TAS 103 T33190.08.10 08/06/2010 ERD(TST6049) ASTM D1970 T32530.08.10 08/17/2010 ERD(TST6049) FM 4474 T37610.07.11 06/29/2011 ERD(TST6049) ASTM D3909 T40780.04.12 04/0612012 ERD(TST6049) ASTM D6380 T40790.04.12 04/06/2012 ERD(TST6049) TAS 103 735410.04.12 04/18/2012 ERD(TST6049) ASTM D1970 T45250.04.13-R2 04/23/2013 ERD(TST6049) Physical Properties 743930.09.13-R2 09/11/2013 ERD(TST6049) Physical Properties TAR-SC9480.15 07/02/2015 ERD(TST6049) Wind-FM4470/4474 TAR-SC5670.14 12/03/2015 ERD(TST6049) Wind-FM4470/4474 TAR-SC8020.14 12/0312015 PRI(TST5878) ASTM D1970 BRY-018-02-01 08/11/2003 PRI(TST5878) ASTM D1970 BRY-017-02-01 08/11/2003 PRI(TST5878) ASTM D226 TOT-01402-02 05/18/2004 PRI(TST5878) ASTM D226 TOT-015-02-02 05/24/2004 PRI(TST5878) ASTM D6380 TOT-029-02-01 07/05/2005 PRI(TST5878) ASTM D4869 TOT-009-02-01 09/1412004 PRI(TST5878) ASTM D4869 TOT-009-02-02 09/14/2004 PFtl(TST5878) ASTM D226 TOT-041-02-01 05/24/2006 Miami-Dade(CER1592) FBC HVHZ Certification 12-0420.02 10[03/2013 Tarco Roofing Adhesive compound Affidavit 12/15/2015 UL,LLC.(QUA9625) Quality Assurance Service Confirmation Exp.10/1312017 Exterior Research and Design,I.I.C. Evaluation Report 10880.07.08-R7 Certificate ofAuthorizatlon#9503 FL10450•R7 Revision 7:12/17/2015 Page 2 of 10 TRINITY.ERD TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt' Nail-on rile Foam-On Tile Metal Wood Shakes Slate Shingles &Shingles Yes LeakBarrier NRSW" Yes No No (No copper or, Yes Yes zinc) LeakBarrier SS400 Yes No No No Yes_ Yes . Yes Yes LeakBarrier EasyLay Yes (as base sheet in (as base sheet in Yes Yes Yes 2-ply system) 2-ply system) LeakBarrier EasyLay Yes Yes Yes Yes Yes Yes UDL Basic or UDL 50 (See FL16884) (as base sheet in (as base sheet in (See FL168M) (See FL26884) (See FL168M) 2-ply system) 2-ply system) Tarco 15 Yes No No Yes Yes No Yes Yes Tarco 30 Yes (as base sheet in (as base sheet in Yes Yes Yes 2-ply system) 2-ply system) Tarco NO 30 Yes No No Yes Yes Yes (double layer) (double layer) (double layer) (double layer) Fiberglass Mineral Yes No Valley Liner per No No No No Surfaced Roll Ro ing 1507.2.9.2(2) _ ASTM organic Mineral Yes No Yes Yes Surface Tile Yes Yes 5.52 See 5.5.2 Underlayment Yes 5.5.2 Yes No No LeakBarrier asyMop Yes Yes No Yes Yes SBS I . 1 5.5.1 Tarco 15,Tarco 30,Tarco NO 30 and EasyLay may be used as a mechanically attached base layer followed by a LeakBarrier self-adhering top layer or asphalt-applied ASTM Organic Mineral Surface Tile Underlayment or LeakBarrier EasyMop SBS with allowable roof covers noted above for the respective top layer underlayments. 5.5.2 "Foam-On Tile" is limited to use of 3M 2-Component Foam Roof rile Adhesive AH-160 (FL6332) applications unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. 5.6 Allowable Substrates: 5.6.1 LeakBarrier self-adhering direct-bond to deck: > New untreated plywood(unprimed or primed with ASTM D41 primer); > Existing plywood(unprimed or primed with ASTM D41 primer); New or existing OSB(unprimed or primed with ASTM D41 primer); > Structural concrete(unprimed or primed with ASTM D41 primer). Note: Tarco does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of LeakBarrier membranes. ASTM Organic Mineral Surface Tile Underlayment or LeakBarrier EasvMop SBS Direct-Bond to Deck: > ASTM D41 primed structural concrete. Note:Refer to 5.6.4 for uplift limitations associated with direct-deck underlayment installations where the overlying roof cover is foam-an tile roofing. Exterior Research and Design,LLC. Evaluation Report 10990.07.0&R7 Certocate of Author&adon#9503 FL104S0-R7 Revision 7:12/17/2015 Page 4 of 10 `--,,.TRINITY,ERD 5.6.2 Bond to Mechanically Attached Base Sheet: LeakBarrier self-adhered to: > ASTM D226,Type I or 11 felt, > ASTM D4869 felt; > LeakBarrier EasyLay. ASTM Organic Mineral Surface Tile Underlayment or LeakBarrier EasyMop SBS in hot asphalt to: • ASTM D226,Type I or 11 felt; • ASTM D4601,Type 11 base sheet. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems,base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-12). 5.6.3 LeakBarrier Self-Adhering Bond to Other Substrate Types ➢ ASTM D41 primed metal(flashing metal,valley metal,etc.) S.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSAITRI 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 FRSAITRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied).Refer to FBC 1609 for determination of design wind loads. 5.6.4.1 Maximum Design Pressure=75.0 Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ Primer: (Optional)ASTM D41 Base Ply: (Optional)LeakBarrier PS200mu,self-adhered. Underlayment: LeakBarrier PS200"T,self-adhered. 5.6.4.2 Maximum Design Pressure=-120.0 io : Deck- Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ Primer: (Optional)ASTM D41 Joint Treatment- Plywood joints are covered with 4-inch wide strips of LeakBarrier PS200mu or LeakBarrier EasyBase, rolled Into place to create continuous bond Base Ply: (Optional)LeakBarrier PS200mu,self-adhered Underlayment: LeakBarrier PS200w,self-adhered. 5.6A.3 Maximum Design Pressure-=-217.5 P : Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 mu Base Ply.- (Optional)LeakBarrier PS200 .self-adhered Underlayment: LeakBarrier PS20e,self-adhered. 5.6.4.4 Ali other direct-deck, adhered Tarco underlayment systems beneath foam-on the systems carry a Maximum Design Pressure of-45 psf. 5.6.4.5 Maximum Design Pressure=-45.0 psf* Deck- Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: LeakBarrier EasyLay UDL Basic or LeakBarrier EasyLay UDL 50(48"wide rolls);See FBC FL16884. Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-inch diameter tin caps Spacing: 6"o.c.at the 4-inch wide side laps and 9"o.c.at four(4)equally spaced,staggered center rows. Base Ply., (Optional)LeakBarrier PS200MU,self-adhered Underlayment: LeakBarrier PS20e,self-adhered. Exterior Research and Design,LLC. Evaluation Report 10880.07.08-R7 CerWmw of AuMo6zadon 99503 FL20450-R7 Revision 7:12/17/2015 Page 5 of 10 TRINI-Fy:ERD 5.6.4.6 Maximum Design Pressure=-60.0 osf Deck: Min.19/32-Inch plywood to meet project requirements to satisfaction of AHI. Base Sheet: LeakBarrier EasyLay Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-inch diameter tin caps Spacing: 7"o.c.at the 44nch wide side laps and 7"o.c.at three(3)equally spaced,staggered center rows. Base Ply: (Optional)LeakBarrier PS200mu'self-adhered Underlayment: LeakBarrier PUWself-adhered. 5.6.43 Maximum Design Pressure=-60.0 a Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AH). Base Sheet: LeakBarrier EasyLay UDL Basic or LeakBarrier EasyLay UDL 50(48"wide rolls);See FBC FL16884. Fasteners: 12 ga.x 1.25-inch long x 318-inch head diameter annular ring shank roofing nails and 1-5/8-inch diameter tin caps Spacing: 6"o.c.at the 4-inch Wide side laps and 6"o.c.at four(4)equally spaced,staggered center rows. Base Ply. (Optional)LeakBarrier PS200mul self-adhered Underlayment: LeakBarrier PS20e,self-adhered. 5.6.4--8 Maximum Design Pressure=-82.5 Psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHI. Base Sheet: LeakBarrier EasyLay Fasteners: Simplex MARX Cap Fasteners Spacing: 8"o.c.at the 4-inch wide side laps and 8"o.c.at four(4)equally spaced,staggered center rows. Base Ply: (Optional)LeakBarrier PS200MU,self-adhered Underlayment: LeakBarrier PS200"r,self-adhered. 5.6.4.9 Maximum Design Pressure=-120.0 Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: LeakBarrier EasyLay Fasteners: 12 ga*.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-inch diameter tin caps Spacing: 4"o.c.at the 4-Inch wide side laps and 4"o.c.at four(4)equally spaced,staggered center rows. Base Ply: (Optional)LeakBarrier PS200 ,self-adhered Underlayment: LeakBarrier PS20e,self-adhered. 5.6.4.10 For mechanically attached base sheet in a 2-ply system, the maximum design pressure for the selected assembly shall,at a minimum, 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 ANSIISPRI WDI. Assemblies above 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: 5.7.1 LeakBarrier EasyLay,FAST 90,ASTM Organic Mineral Surface Tile Underlayment and LeakBarrier EasyMop SBS shall not be left exposed for longer than 180-days after installation. 5.7.2 LeakBarrier PS200HT shall not be left exposed for longer than 120-days after installation. 5.7.3 LeakBarrier MS300, NR500 In', P5200 Mu or SS400 shall not be left exposed for longer than 30-days after installation. 5.7.4 Tarco 15,Tarco 30 and Tarco NO 30 shall be covered as soon.as possible after installation;exposure for more than 24 hours after installation could adversely affect performance. Exterior Research and Design,LLC. Evaluation Report 10880.07.08-R7 CerWoate of Authorization#9503 F1.10450-117 Revision 7:12/17/2015 Page 6 of 24, T�i�� ER® 6. INSTALLATION: 6.1 Tarco Roof Underlayments shall be installed in accordance with Tarco 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 primed the substrate(if applicable). 6_3 LeakBarrier°Fast90®Self-Adhering Tile Underlavment• 6.3.1 EasyLay shall be installed in compliance with the requirements for 90# felt underlayment (except the product is self-adhered)in FBC Sections 1507 for the type of,prepared roof covering to be installed. 6.3.2 Non-Tile Applications: Cut the Fast90 roll into 12'to 16'sections for workability and allow to relax prior to application. Chalk a plumb line 36"from all outside perimeters;then chalk plumb lines 32"apart,upslope to the ridge line. Membrane Application: ➢ Place a full width piece of Fast90 on the prepared substrate,parallel.to the eave edge of the roof,with the selvedge edge positioned upslope and in-line with the 1"chalk line. ➢ Fold back half the sheet and remove the exposed release film, taking pre not to displace the membrane ➢ Working from the centerline out,roll the membrane onto the substrate,taking care to avoid wrinkles and ridges,and repeat for the other half of the sheet. ➢ Remove selvage release film,if present,and install capped or tin tagged nails 6"o.c.in the center of the selvedge edge. ➢ Install the subsequent sheets in the same manner,with upslope selvedge edges in-line with chalk lines, with 4"side laps and 8"end laps. ➢ Seal all 8"end laps 1/16"thick application of asphalt plastic cement and stagger all end laps minimum . 36". ➢ Roll the entire surface with a weighted roller,paying particular attention to side laps,end laps and eave /.rake areas to ensure a complete bond. 6.3.4 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. Wait a minimum of 24 hours prior to loading roof tiles. All tiles shall be staged four tiles perpendicular to slope,six tiles on top,parallel to slope; not to exceed 10 tiles total to a maximum roof pitch of 5:12 for flat tiles and 6:12 for lugged tiles. If tiles are to be left in a staged condition for more than 30 days,tiles shall be staged two tiles perpendicular to slope,four tiles on top,parallel to slope; not to exceed 6 tiles total to a maximum roof pitch of 5:12 for flat tiles and 6:12 for lugged tiles. At roof pitch in excess of those noted above, the tiles shall be staged behind a nominal 1 x 2 horizontal batten. Exterior Research and Design,U.C. Evaluation Report 10850.07.08-R7 Ce tOote of AutharIzatlon 119503 FL10450-R7 Revision 7:12/17/2016 Page 7 of 10 ERO _4 LeakBarrier®MS300,PS200"T,PS200""0.NR500"T or SS400 Ice and Water Armor.• 6.4.1 MS 300, PS200"T, PS200mu,.NR500"T or SS400 shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.4.2 Non-Tile Applications: Cut MS 300, PS200"T, PS200'u, NR500"T or SS400 to manageable sections and allow to relax prior to application. Membrane.Application: ➢ Place a full width piece on the prepared substrate, aligned parallel to the eave edge and extend approximately 3/8"over the eave and rake with the selvedge edge positioned upslope. ➢ Fold back the upslope half of the sheet and remove the exposed release film,taking care not to displace the membrane ➢ Working from the centerline out, roll the membrane onto the substrate,taking care to avoid wrinkles and ridges ➢ Apply a 1/16"thick layer of asphalt plastic cement over the eave and rake metal, extending 2"to 3" onto the deck surface. ➢ Fold back the downslope half of the sheet, remove the release film and roll the membrane onto the substrate from the centerline out. ➢ Seal all 6" end laps with a 1/16" thick application of asphalt plastic cement and stagger all end laps minimum 36". ➢ Remove selvage release film,if present,and install second and subsequent courses in a similar manner. ➢ Install capped or tin-tagged nails 6"o.c.along the centerline of the laps. ➢ At all T joints,where an end-lap and the next overlapping course intersect,apply a bead of roofing laps cement before the overlapping course is laid. ➢ Roll the entire surface with a weighted roller,paying particular attention to side laps,end laps and eave /rake areas to ensure a complete bond. 6.4.3 Tile Applications(PS200"T 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. Wait a minimum of 24 hours prior to loading roof tiles. All tiles shall be staged four tiles perpendicular to slope,six tiles on top,parallel to slope; not to exceed 10 tiles total to a maximum roof pitch of 5:12 for flat tiles and 6:12 for lugged tiles. If tiles are to be left in a staged condition for more than 30 days,tiles shall be staged two tiles perpendicular to slope,four tiles on top,parallel to slope; not to exceed 6 tiles total to a maximumroof pitch of 5:12 for flat tiles and 6:12 for lugged tiles. At roof pitch in excess of those noted above,the tiles shall be staged behind a nominal 1 x 2 horizontal batten. 6.4.4 Two(2)Ply Underlayment Svstems: LeakBarrier®SS400 Ice and Water Armor followed by LeakBarrier®SS400 Ice and Water Armor(direct-to- deck per 5.6.1 or over mechanically attached base sheet per 5.6.2)is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top-layer material. This is not a requirement,but is allowable if a 2-ply underlayment system is desired. Exterior Research and Design,LLC. Evaluation Report 10880.07.08-117 CeRlftcnre of AiidtadzaNan 89503 FL10450-R7 Revision 7:12/17/2015 Page a of 10 TRINITY:ER® 6.5 Tarco 15 and 30: 6.5.1 Tarco 15 and 30 shall be installed in compliance with the requirements for ASTM D226, Type I and 11 underlayments,respectively,in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.5.2 Non-Tile Applications: Reference is made to the current edition of the NRCA Steep-slope Roofing Manual. 6.5.3 Tile Applications,base laver in 2-ply system(Tarco 30 only): Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein. 6.6 Tarco NO 30• 6.6.1 Tarco NO 30 shall be installed in compliance with the requirements for ASTM D4869,Type II underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed; 1507.4.5.2(1),1507.5.3.2 (1), 1507.7.3.2(1),1507.8.3.2(1)or 1507.9.3.2(1). 6_7 LeakBarrier EasyLay: 6.7.1 EasyLay shall be installed in compliance with the requirements for ASTM D226,Type I or II underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.7.2 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. 6.7.3 Non-Tile Applications: Place a full width section of EasyLay,parallel to the eave edge of the roof and unroll 2 to 3 feet with the lay lines facing up,and position to the edge of the eave and rake. Install a few fasteners at the top,near the rake, and roll out the sheet to a manageable length. Pull, straighten and align the sheet so that any wrinkles are eliminated and the sheet is even with the eave edge. Fasten.with 3/8"headed roofing nails or 1"capped(plastic or metal)nails,driven by hand or pneumatically,spaced 6"ox:at all laps in the center of the seam area,and two staggered rows fastened 12"o.c.in the field of the sheet. Install nails such that the head of the nail is flush with the surface, without cutting into the surface. Fasten from the top to avoid walking or kneeling on unsecured sheet. Continue to the end of the substrate and fasten down. Align the next roll over the preceding sheet so as toform a minimum 4", water-shedding lap,and install per instructions above. Apply subsequent sheets in the same manner, with minimum 4"water-shedding laps and minimum 8"end-laps,which are staggered minimum 36"fro the preceding course. For double layer applications, follow the instructions noted above, but using a minimum 19", water- shedding side lap. Allow for minimum 6"up the vertical transitions and minimum 6"over hips and ridges. At valleys,first install a vertical length of EasyLay down the center of the valley,then start at the low point and work to the high point,rolling the membrane from the center outward in each direction,ensuring no wrinkles or tears. Covered with valley-metal or other valley lining material in accordance with NRCA recommendations. Apply a thin coat of asphalt plastic cement to waterproof areas where any cuts or tears have occurred.. Seams or joints that require adhesive or sealant can be treated with high quality plastic cement(asbestos free). 6.7.4 Tile Applications,base laver in 2-ply system: Reference is made to FRSA/TRi April 2012(04-12)Installation Manual and Table 1 herein. Exterior Research and Design,LLc. Evaluation Report 10880.07.MR7 [erbftote of Autharizatfan#9593 FL10450•R7 Revision 7:12/1712015 Page 9 of 10' TRINITY ER® 6_8 ASTM Organic Mineral Surface Tile Underlayment: 6.8.1 Shall be installed in compliance with the requirements for ASTM D6380, Class M sheets in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.8.2 Non-Tile Applications: Reference is made to the current edition of the NRCA Steep-slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings. 6.8.3 Tile Applications: Reference is made to FRSA/TRI April 2012 (04-12) Installation.Manual and Table 1 herein. Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. 6_9 LeakBarrier m EasyMop SBS: 6.9.1 Shall be installed in compliance with current.Tarco published installation requirements, subject to the limitations herein. 6.9.2 Non-Tile Applications: For mechanically attached applications: Secure LeakBarrier EasyMop SBS using 3/8-inch headed roofing nails or 1-inch diameter cap-nails spaced 9-inch o.c.within the 4-inch wide side laps and 12-inch o.c.in two (2)equally spaced, staggered center rows in the center of the sheet. End-laps shall be minimum 6-inch wide,and offset end-laps minimum 3-feet from course to course. Seal end laps in accordance with Tarco requirements. For bonded applications: Fully adhere LeakBarrier EasyMop SBS in hot-asphalt to the substrates noted in Section 5.5. Side laps shall be minimum 4-inch and end-laps minimum 6-inch wide, and offset end-laps minimum 3-feet from course to course. Side and end-laps shall be fully adhered in a complete mopping of . hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. Consult Tarco instructions regarding back-nailing requirements. 6.9.3 Tile Applications: Refer to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C.Rule 61G20-3 QA requirements 9. QUALTTYASSURANCE ENTITY: UL,LLC.—QUA9625;(847)664-3281 -END OF EVALUATION REPORT- Exterior,Resean:h and Design,LLC. Evaluation Report 10880.07.08-R7 CcrWaote ofAumortzaOion#9503 FL10450-R7 Revision 7:12/17/2015 Page 10 of 10 Force Engineering&Testing Inc. 19530 Ramblewood,Drive HumbleTX 77338 Product Evaluation Report ATLANTIC METAL 110 F VERO BEACH, INC. 26Go. 5V Crimp Roof Panel over Plywood Florida Product Approval # 17796.6 Florida Building Code 2014 Per Rule 61G20-3 Method:1—D Category:Roofing Subcategory:Metal Roofing Compliance Method:614320-3.005(1)(d) HVHZ Product Manufacturer: Atlantic Metal 11 of Vero Beach,Inc. 4020 43d Avenue Veto Beach,Florida 32960 Engineer Evaluator Terrence E.Wolfe,P.E.#44923 Florida Evaluation ANE ID:1920 Validator: Locke Bowden,P.E.,FL#49704 9450 Allysbury Place Montgomery,AL 36117 Contents., Evaluation Report Pages 1—4 ACE E' 0" STATE OF 4b z0 I;Li 1) 40 mum ON AL FL#-17796.6 June 16, 2015 . . Force ' Testing 19530 Rarriblewood Drive U ` u x«"mble,TX 7733 Compliance Statement: eproduct dmt a^ described inthis report has demonstrated compliance with the Florida Building Code JO14,3mctinm1SO4.3.2�'1S18.g,l523.6.5.l4. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel over APA Plywood decking. Non-Structural Application. Pane|rNatehm|/Standmr6s: Material: 26 Ga.Steel,ASTM A79Zcoated with F|unoponurASTM A653G9U conforming toFlorida Building Code ZO14Section 1507.4.3. Yield Strength: Min.SO.Oks| Corrosion Resistance:Panel Material shall comply with Florida Building Code 2U14'Section 15D7.4.3 Pane|0imenmlon(a): Thickness: 0.018"min. Width: 24"Coverage Rib Height: 3/8^major rib Panel noUformer RoUhorme,Cu,p. Panel Fastener: #9-15x1-1/2"VVoud%acw/ZacHead with seating washing through panelrib. %"minimum penetration through plywood Corrosion Resistance:Per Florida Building Code 2O14,Section 1GDG.61517.G Substrate Description: z)For HvHZconstruction,use 19/y2"m,greater APA Rated plywood orwood plank. |nreroofing applications where the deck|aless than 19/32^thick(m|n. IS/32")the attachment ofthe decking innocase shall beless than 8Dannual ring shank nails att"O.C.Design ofplywood and plywood supports are outside the scope of this evaluation. Substrate must be designed in accordance w/ Florida Building Code 3014. 2)For Nun'HVHZapplications,use min.1S/32^thick,APA Rated plywood over supports stmaximum z4pO.C. Design ofplywood and plywood supports are outside the scope ofthis evaluation. Substrate must bedesigned inaccordance w/Florida Building Code ZO14. vox0000« 41* STATE OF 14 A FD#177%.6 June 16, 20l5 I 1 Force Engineering&Testing Inc. 19530 Ramblewood Drivc Humble,TY 77338 Design Uplift Pressures: Table"A" Maximum Total Uplift Design Pressure: 108.5 psf 156.5 psf Fastener Pattern: Panel Rib Panel Rib Fastener Spacing: 12"O.C. 6"O.C. 'Design Pressure includes a Safety Factor=2.0. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2014,Section 1504.3.2,1518.9,1523.6.5.2.4. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014,as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: ■ TAS 125-03 ■ UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-04-Uplift Test for Roof Covering Systems ■ TAS 100-95-Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems ■ TAS 110-00-Accel.Weathering ASTM G 155/Salt Spray ASTM B 117 Reference Data: 1. TAS 125-03:UL 580-94/1897-98 Uplift Test Force Engineering&Testing,Inc.(FBC Organization#TST-5328) Report No.115-0172T-07A-C* 2. TAS 100-95 Farabaugh Engineering&Testing,Inc.(FBC Organization#TST-1654) Report No.T130-07 Report No.T215-08 3. TAS 110-00:Valspar Fluropon coated metal panel testing A)ASTM G 155 by PRI Asphalt Technologies dated 10/31/2012 B)ASTM B 117 by PRI Asphalt Technologies dated 10/31/2012 4. Certificate of Independence By Terrence E.Wolfe,P.E.(No.44923)@ Force Engineering&Testing,Inc. (FBC Organization#ANE ID:1920) ,`�� 1 CENSF�a� i r r� No.449JW �'• STATE OF ; r 10'. �, • smarrned �E` 0 RI ?�� FIL#17796.6 June 16, 2015 Force Engineering&.Testing Inc. 19530 Ramblewood Drive Hitmble,T%77338 Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: 2:12. Minimum Slope shall comply with Florida Building Code 2014,including Section 1515.2.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12,lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details and RAS 133. Underlayment: Per Manufacturer's installation guidelines per Florida Building'Code 2014 Section 1518.2,1518.3,1518:4. Fire Barrier: %"Georgia Pacific,"Dens Deck"or approved equal. Shear Diaphragm: Shear diaphragm values are outside the scope of this'report. Design Procedure: Based on the dimensions of the structure,appropriate wind loads are determined using Chapter 16 of the:Florida Building Code 2014 for roof cladding wind loads.These component wind loads for roof cladding are compared.to the allowable pressure listed above.The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover.Support framing must be in compliance with Florida Building Code 2014 Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. Test Reports are owned by Coastal Metal Roofing, Inc.Coastal Metal Roofing, Inc.gives the above manufacturer permission to use these test reports. ``,��/►flfrffl�fI ��` �•C E. . . ;�O O� i CEk0 t No.4492a STATE OF 01 00 .�• C X1 ID FL#17796.6 June 16, 2015 5-V CRIMP EXPOSED FASTENER SYSTEM 12" O.C. FIELD /6"O.C. PFIrRi\1RIM 1ETER SV CRIMP PANEL WATERPROOF MEMBRANE FASTENER 119 SUBSTRUCTURE MATERIALOPT1tN s RNISHOPTIONS ASTH A 633 "U _..._ ASTH A 792 FABRICATION OPTIONS STEM 26 CUSiQM COLCRS TECtD�tGALt71+1TA WE CAN PRUIVIDE PDLL CUST@3 CM.:Rt SERVICES TO HAT04 PRACTICALLY 'NY HATERM, SNARE, :0.a TIHr•Ypu REQUEST. -Z-V CRIMP FASTENERS u O , i t�L 7G�i T*ift MC7 PtA 6.04 �r�rrrf�di #9.15x I-I12'wOQO2AC z 1'T L H c-4 0 It I •. ,A CDcn ., a. --i. a n : n " z •O. D; 'Tn ;; • c •,; • r) 0 R `� r''rrrrrr �� 0 , \G E NS� N0.44 1 RbLL FOMER CORP, S7 T F 14-D 19E)EKNOENCE LAME CHALrORr.?A 181 f 4 10, OR **181AL.924441, 5V June 16, 2015 27-1/2' Rat Stock Moteriat For 24' Coverage NctP -' All Radii 0.05 12NOV99 Calf For 24' "II-overage 24Coverage �. —7/16a �_ ,�� 7/8" ! 2!1 Fixed Adjustab(e ted justa6te Overlap Ribs Center Rib Undertap Ribs TYPICAL DETAILS RIDGE SV CRIMP PANEL FLASFS FASTENER#9 TRtaEAp OUTSIDE TAPE SEALER CLOSURE „�s too FASTENER#9 •��• ti WATERPROOF SUBSTRUCTURE _ Iii O.4 4 9 2 MEMBRANE • " CROSS SECTION OF StffW of Flodda GOA. • : STA , RIDGE OVER WOOD DECK Out 4:/ RIDGE s�an��,tz • F115.Sk! FASTENER#4 ,Its,.,,_ _.•a�' � June 16,2015 OUTSIDE CLOSURE �3y TRI-BEAD TAPE SEALER � mss WATERPROOF MEMBRANE FOLL 54141' $t-cho; 5V CRIMP PASSEL SUBSTRUCTURE ISOMETRIC VIEW OF RIDGE OVER WOOD DECK i I NOTES: 1. Stop panels 2'Rom center title of ridge. 2. Install first row of fasteners across panel to substrate 1'aJ'down from bottom edge of ridge trim and space V-0"O.C. l b"of Florida t7 ,♦w G E N 0 26M + « M ♦ , ST, y 5-V CR=:MP PANEL 30# FELT �+ •{ 0 R��`� \�� FULL SHEET IN VALLEY t� •♦r.• �" �' '••IS/QNAI. ��,•, l//i!/!� June 16,2015 INSIDE CLOSURE STRIP W/ URETHANE SEALANT �. VALLEY FLASHING 1/8"x1" CONT. BUTYL TAPE 10-12 x 1 PANCAKE HEAD f/ 'ELF-TAPPER(12* o..C] 9-15 x 1 1/2 HWM W/WASHER (6 PER PANEL) 15/32' PLYWOOD SHEATHING [BY OTHERS] (VALLEY ENDLAP 4" MIN.) 24" O.C. 146MINAL COVERAGE FASTENER PATTERN AT VALLEY 9-15 x ? 1/2 HWH Vl/NEOPRENE WASHER [12- O.C.] RAKE FLASHING 1/8"x1" CONT. BUTYL TAPE 5-V CRIMP PANEL PLYWOOD SHEATHING r [BY OTHERS] L -------- -- ---------- State al Flocids C.O.A. 26nB 30# FELT ,.%16 Nq N0.44923 S TAT -0 43 - �A 01 9-15 x 1 1/2 HWH W/NEOPRENE WASHERWASHER [12- O.C.] O June 16,2015 WOOD TRIM PLYWOOD SHEATHING [BY OTHERS]/ [BY OTHERS] ZWO of Rodda 0'26M ;�a�y��rllalj�1. ho.449 3 . Y fir{ S� E a O R,�.'�� ti PFEF1NiSHED wAL PANEL '•••,• ♦� (COY OTHMS3 �►sse>Ftstsss NAL 10-12:1 PAMW HIM PREMMM RAY,E VAM FLASHIi�. June 15,2015 sE1r-ZAPPER tlz-a.+;j t/8"YI" CONT. BUrY'- Ll Tt,PE PR£FINISHED S—V CRRAP PANEL PI.YVIOOD S14EAYHING (NBO5tl �1 L"- - 79-15 PLYWOOD SHEATHING(BY OSNERS) t 1j2 Hilt Vt jHE�Qff WASFER(12"O.GJ ICE 2s WATER SHIELC_MIN. 48" WOE O SLOPED ROOF' TO CWTIHUE UP WALL TO RECLET 3o fI, �F.tT' Tf�c..R r}PTFrZ.- $tiT 6v-*05 v^voz;»vv 10 NCAKE HEAD c.oA 5-V CRIMP PANE 9-15 x 1 1/2 HN W/WASHER INSIDE OR% 3011 FELT CLOSURE STRIP WITH URETHANE NAL June l6,20l5 BUTYL TAPE 15/32^ PLYWOOD SHEATHING [8Y OTHERS' EAVE FLASHING `�--WALL PANEL FASTENER 0 12^ O.C. (BY OTHERS) WOOD BLOCKING (8.(l) -/ �-WALL PANEL (BY OTHERS) NOMINAL COVERAGE FASTENER PATTERN AT [A\E MIAMI•DADE MIAMI-DARE COUNTY Rol I MI , PRODUCT CONTROL SECTION DEPARTMENT-OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadtgov/economy Sun-Tek Manufacturing,Inc. 10303 General Drive Orlando,FL 32824 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ISFG Skylight System APPROVAL DOCUMENT: Drawing No. STI-00000298,titled"ISFG",sheet 1 &2 of 2,prepared by Sun-Tek Manufacturing,Inc., dated August 07,2007,last revision#A dated May 04,2015,signed and sealed by James D. Wells, Jr., P.E., on May 04, 2015, bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series and the following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product_ TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises NOA#13-1028.05 and consists of this page 1, evidence submitted pages E-1,E-2, &E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. . NOA No.15-0513.10 MIAMI-DADE COUNTY Expiration Date: 10/31/2018 Approval Date: 09/03/2015 oq �o3�ZoJ5` Page Sun-Tek Manufacturing, NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 407-0425.04 A. DRAWINGS 1. Drawing No. STI-00000298-SRTIISHT2, titled "ISFG". sheet I & 2 of 2,prepared by Sun-Tek Manufacturing, Inc, dated 06104107 with last revision dated 08107107, signed and sealed by James D. Wells,Jr., P.E. B. TESTS(submitted under NOA#02-0618.06) 1.. Test Report on Large Missile Impact Test per PA 201, Cyclic Wind Pressure Test per PA 203 and Uniform Static Air Pressure Test per PA 202 of"Insulated Glass Skylight with Polycarbonate Inner Liner" prepared by National Certified Testing Laboratories, Report No. 210-2760-1, 2 &3, dated 01122102, signed and sealed by B. Portnoy,P.E. C. CALCULATIONS 1. Anchor Calculations for attachment.of skylight to curbing and curbing to decking, dated 08113107, signed and sealed by James D. Wells, Jr.,P.E. D. MATERIAL CERTIFICATIONS (submitted under NOA#02-0618.06) 1. Test report on Rate of Burningper ASTMD635 of Geon 87416 White 141 Exterior, 0.137 inch,prepared by Commercial Testing Company, Report No. 01- 11293, dated 11129101, signed by J Jackson. 2. Test report on Self Ignition Temperature per ASTMD1929 of Geon 87416 White 141 Exterior,prepared by Commercial Testing Company,.Report No. 01-11292, dated 11129101, signed by J Jackson. E. STATEMENTS (submitted under NOA#02-0618.06) 1. Code compliance letter issued by Product Technology Corporation. on 0912 7102, signed and sealed by R. J Quiroga P.E. F. OTHER 1. NOA renewal request letter issued by Sun-Tek Manufacturing, Inc. dated 0816107, James Feudner. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#11-0601.02 A. DRAWINGS 1. Drawing No. STI-00000298-SBTIISRT2, titled "ISFG". sheet I &2 of 2, prepared by Sun-Tek Manufacturing, Inc, dated August 07, 2007, last revision #A dated October 14, 2011, signed and sealed by James D. Wells,Jr.,P.E. CWelmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.15-0513.10 Expiration Date: 10/31t2018 Approval Date: 09/03/2015 Sun-Tek Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test Addendum for Test Report NCTL 210-2760-1, prepared by national Certified Testing Laboratories, dated October 17, 2011, certifying the interlayer thickness, signed by Mark Bennett, Manager of Testing Services. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE -1. By Miami-Dade County Department of Permitting, Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. • None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-1011.15 A. DRAWINGS 1. Drawing No. STI-00000298, titled "ISFG", sheet 1 & 2 of 2, prepared by Sun-Tek Manufacturing Inc, dated August 07, 2007, last revision #A dated May 03, 2012, signed and sealed by James D. Wells, Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None_ D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. A compliance letter,prepared by.J&L Wells Consulting LLC, dated April 25, 2012, certify compliance with FBC 2010 edition, sign&sealed by James D. Wells, Jr.,P.E. 2. Verification testing to be performed per letter from National Certified Testing Laboratories, dated September 18, 2012, signed by Christopher Bennett. Helmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.15-0513.10 Expiration Date: 10/31/2018 Approval Date: 09/03/2015 E-2 Sun-Tek Manufacturing,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED I 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#13-1028.05 A. DRAWINGS 1. Drawing No. STI-00000298, titled "ISFG'; sheet 1 & 2 of 2, prepared by Sun-Tek Manufacturing, Inc., dated August 07, 2007, last revision #A dated August 15, 2013, signed and sealed by James D. Wells, Jr., P.E., on February 07, 2014. B. TESTS 1. Test Report on Large Missile Impact Test per PA 201, Cyclic Wind Pressure Test per PA 203 and Uniform Static Air Pressure Test per PA 202 of"Insulated Glass Skylight with Polycarbonate Inner Liner" prepared by National Certified Testing Laboratories, Report No. 210-3915-01, dated 0812712013, signed and sealed by Gerard Ferrara, P.E. C. CALCULATIONS 1. Anchor Calculations for attachment of skylight Model ISFG to Decking, dated 1010312013, signed and sealed by James D. Wells, Jr., P.E. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. Bill of Material and Components Die Drawings. 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. STI-00000298, titled "ISFG", sheet 1 & 2 of 2, prepared by Sun-Tek Manufacturing, Inc., dated August 07, 2007, last revision #A dated May 04, 2015, signed and sealed by James D. Wells, Jr., P.E., on May 04, 2015. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. C-Selmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.15-0513.10 Expiration Date: 10/31/2018 Approval Date: 09/03/2015 E-3