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HomeMy WebLinkAboutProduct Approval f un e February 9, 2015 SUNJEK MANUFACTURING -PRODUCT IMPROVEMENT • Industry's Best Glazing Options • Featuring Cardinal's New LoE3-340 Glass • Replaces All Previous Combinations Offered SUN-TEK OPTIONS, LoE3-340 over Clear Tempered (standard) LoE3-340 over Clear Laminated LoE3,340 over Clear Impact The LoE3-340 glass is highly effective at blocking solar heat gain. The$HGOTis the industry's best. This superior heat blockage does not sacrifice light transmittance. The light to solar heat gain ratio is 2.17, which means plenty of visible light ivttiIt emitted into the home, without having to worry about how warm it will get under the skylight. lip Lob340/CLEAR Temp MARGON Y , SHGC 0.18 U-FACTOR 0.24 UV 0.02 VT 0.39 Not only does the advanced design eliminate the need for the glass to have tin% 3 added, but the U-Factor is extremely low.This results in more comfort and energy , jsavings in cold weather. The UV light transmission is the lowest of any Low E type o glass, which means it gives the best protection from fading caused by sunlight.ThIV ..� new glazing option from Sun Tek Skylights meets the requirements for all energy star zones. Warranty coverage will continue to be 20 years for the glass seal and workmanship. Please refer to our website at www.sun-tet=m for further warranty details. Please contact your local sales representative or the Customer Service Department at 800-334-5854 for further details. MIAMI•DADE MIAMI-DADE COUNTY 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 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Sun-Telt 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: ICMG Skylight System APPROVAL DOCUMENT: Drawing No. STI-00000290,titled"ICMG", sheet 1 &2 of 2, prepared by Sun-Tek Manufacturing,Inc.,dated August 07,2007,with last revision"A"dated May 03,2012,signed and sealed by James D.Wells,Jr.,P.E.,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 Oficial. This NOA revises&renews NOA# 12-1011.16 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 byH,�lmy A.Makar,P.E.,M.S. ® .,1 � NOA No. 13-1010.09 Miartt uaoe eourvrr //e -~ ,rn� 6�,... � ^�-- Expiration Date: 10/10/2018 Approval Date: 05/08/2014 Pagel Sun-Tek Manufacturine,Iite. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0425.05 A. DRAWINGS 1. Drawing No. STI-00000290-SHTIISHT2, titled "ICMG'; sheet I & 2 of 2, prepared by Stnt- Tek Mcott facturing, hic, dated 06109/07, with last revision dated 08107107, signed cold sealed by Jantes D. Wells,Jr., P.E. B. TESTS(submitted under NOA#02-0729.07) 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 "Model ICMG 4949 Insulated Glass Skylight with Polycarbonate Inner Liner" prepared by National Certified Testing Laboratories, Report No. 210-2789-1, 2 & 3, dated 03118102, signed and sealed by B. Portnoy, PE. C. CALCULATIONS 1. Anchor Calculations for attachment of skylight to cubing and clirbing to decking, dated 08113107, signed and sealed byJaines D. Wells,Jr., P.E. D. MATERIAL CERTIFICATIONS (submitted under NOA#02-0729.07) 1. Die dratvings No. STI-214 of Deco Ring, prepared by Sun-Tek Mant facturing, Inc. on 6119195. 2. Die drativing No. STI-245 of Curb Fi aine prepared by Sun-Tek Mant facturing, Inc. on 12126196. E. STATEMENTS (submitted under NOA#02-0729.07) 1. Code compliance and No-Interest letter issued by Product Technology Corporation on 08127102, signed and sealed by R. J. Quiroga PE. F. OTHER 1. NOA renewal request letter issued by Sun-Tek Manufacturing, Inc., dated 08116107, signed by James Fetidner. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 11-0601.03 A. DRAWINGS 1. Drawing No. STI-00000290-SHTI/SHT2, titled "ICMG", sheet I & 2 of 2,prepared by Stin-Tek Manufacturing, Inc., dated Atigttst 07, 2007, with last revision "A" dated October 14, 2011, signed and sealed by Jantes D. Wells, Jr., P.E. my A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 13-1010.09 Expiration Date: 10/10/2018 Approval Date: 05/08/2014 E-1 L r r.. 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 (see NOA#11-0601.02). 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# 12-1011.16 A. DRAWINGS 1. Di-roving No. STI-00000290, titled "ICMG", sheet I & 2 of 2, prepared by Sun-Tek Manufacturing, Inc., dated August 07, 2007, with 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, certifying compliance with FBC 2010 edition, sign and 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. lWnfy A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 13-1010.04 Expiration Date: 10/10/2018 Approval Date: 05/08/2014 E-2 Sun-Tek Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. STI-00000290, titled "ICMG", sheet 1 & 2 of 2, prepared by Sun-Tek Manufacturing, Inc., dated August 07, 2007) with last revision "A" dated May 03, 2012, signed and sealed by James D. Wells, Jr., P.E. 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 "Model ICMG 4949 Insulated Glass Skylight with Polycarbonate Inner Liner" prepared by National Certified Testing Laboratories, Report No. 210-3915-02, dated 09113113, signed and sealed by Gerard J. Ferrara, P.E., on 09124113. 2. Revised 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 "Model ICMG 4949 Insulated Glass Skylight with Polycarbonate Inner Liner"prepared by National Certified Testing Laboratories, Report No. 210-3915-02, dated 09113113, revised on 02/26/14, signed and sealed by Gerard J. Ferrara, P.E., on 02128114. C. CALCULATIONS 1. Anchor Calculations for attachment of skylight to cubing and curbing to decking, dated 10103113, signed and sealed by James D. Wells,Jr., P.E., on 10103113. D. QUALITY ASSURANCE 1. By Miand-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. tie-my A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 13-1010.09 Expiration Date: 10/10/2018 Approval Date: 05/08/2014 E-3 vl PART NAME:ICMG SKYLIGHT PLAN VIEW I FILE NAME:H:1DWGIDWGIACAD 2000 DRAWINGSIDADE COUNTY ICMG STI-00000290-SHT2 SHEET 2 OE-LI F2 DWG.NO.STI-00000290-SHT2 51.375 DESIGN PRESSURE RATING 180 PSF. DECO RING 0.0506063 T•6ALUMNIUM Max. SILICONE BEDDING(CONTINUOS) MITERED AND WRAPAROUND LARGE MISSILE IMPACT RESISTANCE DECO CLIP 0.075 OUTBOARD GLASS SILICONE TOP AND BOTTOM DSS TEMPERED(US-) OF POLYCARBONATE (CONTINUOS) 10.84375 10.84375 x832 x3 Ooa rd mi 4,00'w Engineer of Record (7)pe slag MOaY0491E0 E " —1 —r 10.84375 —�I a.00 4.00 James D.Wells,Jr.,P.E. 0.125 X 2•ALUMNIUM FLAT BAR — — Professional Engineer No.53616 6063-BUTT WELDED CORNERS INBOARD DSB ST"GLASS TEhIPERED I Us-) STI-205(OAT)MITERED GASKET J&L Wells Consulting LLC AND WELDED CORNERS ICMG 4949 I 7.23 WPOLYUOOD OO 1453 Arbitus Circle atzxz•PHILLIPS PAN Oviedo, A.32765 HEAD SCREW InPOLYCAteaaarssREst P11PM PAL6WI OR 1 BNEFnELOMWOLW1 OPOR #12 X 2 PHILLIPS P HD SCREW 7 23 (407)496-5489 9.,u`LE'",aaa. -1R x 1 112 dosed cell PVC FASTENED SKYLIGHT TO CURB Certificate of Authorization FIJSHING BY OTHERS IN loam tape (5)PER SIDE I 27 I1 aG� ACCORDANCE WITH NRCA I N`ll(L111�(?� 810X2.112•DECKSCREW #8-32 X 3/4 BOLT W/NUT ATTACHES 4"min (8)PER SIDE LIGHT TUNNEL MATERIAL 51.375 ROVED FRAME TO ALUMINUM BAR �`��'PSt�tF'�C ISM R ✓✓✓ice roof surface to ll BY DADE COUY OTHERS NTY) (7)PER SIDE I V B 1' i P ROOFING FELT Max T I No.53618 OG^ sH1nGLEs(1) 7.23 ANS 2X CURB HEIGHT TO BE SUFFICIENT TO I �0 1111 MAINTAIN d'MINIMUM CLEARANCE DAYLIGHT OPENING I STATE OF ?� BETWEEN ROOF SURFACE AND 45.5-(MAX)X 45-5"(MAX) � �j�� R��tOR%Dt' �`�� LOWEST UP OF FRAME CURB CURB TO DECK FASTENERS 7 23 SUPPLIED'///�5,�4t�`V�```` DA E COUNTY) BNTY)THERS(APPROVED BY #10X2.5" I 71I11111N1� ROOF DECK 5!8'MINIMUM BUTYL �� min SEALANT I SEALANT I protrusion 7.2$ FASTENER SCHEDULE SKYLIGHT TO CURB FASTENER SCHEDULE CURB FASTENER SCHEDULE #12 X 2"PHILLIPS PAN HEAD ATO DECK SUB-FRAME TO FRAME SCREWS AID X 2-112"DECK SCREWS #8-32 BOLT w/NUT TIP TO MODEL PER PER PER PER PER — TIP LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE wI --5.93 4. 0 J 51.375 x 51.375 4949 5 5 8 8 7 7 5.93 48.375 x 48.375 4646 5 5 8 8 7 7 NOTE: 4 00 35.375 x 51.375 3349 5 4 8 6 7 5 4.00— 35.375 x 35.375 3333 4 4 6 6 5 5 (1)ALL ROOFING DETAILS SHALL COMPLY WITH u 32.375 x 48.375 3046 5 4 8 5 7 5 CHAPTER 15-OF THE 2010 FLORIDA BUILDING CODE � ucl I(�v1sBO 32.375 x32.375 3030 4 4 5 5 5 5 (2)4"MINIMUM DISTANCE FROM ANGLE LIP TO ROOF BuildigCba;slhthoFlortd: 27.375 x 51.375 2549 5 3 8 M35 4 Acccptunco No 3-1010 04 27.375 x 35.375 2533 4 3 6 4 SURFACE IS FOR SHINGLE OR B.U.R.WITHOUT DAptlo)IonDatoL o .Q/g 27,375x27.375 2525 3 3 5 4 INSULATION.FOR INSULATION AND TILE ROOF ADD By 24.375 x 48.375 2246 5 3 8 4 TILE HEIGHT AND INSULATION THICKNESS TO 4". nt+4 n, a�J c„mlo( 2q,375 x 32.375 2230 4 3 5 4 (3)ANCHORS TO BE MADE FROM NON-CORROSIVE MATERIAL' 24.375x24.375 2222 3 3 3 4. COMPATIBLE WITH ALUMINUM. 19.375x51.375 1749 5 3 8 3 (4)NO ONE-THIRD INCREASE IN THE DESIGN PRESSURE WAS USED. 19.37s x 35.375 1733 4 3 6 3 16.375x 48.375 1446 5 2 8 13 16.375 x 32.3151 1439 1 4 1 2 5 3 1 5 3 REVISION: REVISION: PRODUCT NAME: ICMG SUN-TEK MANUFACTURING, INC. BY., DATE: BY: DATE: DRAWN BY: JWF DATE: 08105/20111 DWG N0. STI-00000290-SHT2 I REV. A 10303 GENERAL DRIVE ORLANDO,FL 32824 PART NAME:ICMG SKYLIG.. ASSEMBLY FILE NAME:Z:1 GIDWGVICAD 2000 DRAWINGS\DAD COUNTY ICMG STI-00000290-SHT I SHEET 1 OF 2 DWG. w.STI-00000290-SHT1 DECO CLIP 0.075 6083 T-6 ALUMINUM 17132• SILICONE BEDDING OUTBOARD DSS GLASS BITE (CONTINUOUS) SILICONE TEMPERED SWIGGLE INSULATED TOP AND BOTTOM Lo GLASS SPACER(CONTINUOUS) STI.214 DECO RING'0.050 MITRED OF POLYCARBONATE i AND WRAPAROUND (CONTINUOUS) 6063 T-6 ALUMNIUM 1.55'WIDE X 1.18•HIGH INSULATED AIR SPACE INSULATED AIR SPACE 08.32 BOLT WI NUT ARGON GAS FILLED ARGON GAS FILLED (7)PER SIDE I T INBOARD DSB • 0.125X 2"6083T-6 ALUM STI-205(0.060')MITERED AND STI-8 GLASS TEMPERED NUM FLAT BAR CUT WITH WELDED CORNERS WELDED CORNERS EPOM GASKET 2A5"WIDE x 3.93'HIGH j 6083 T-8 ALUMNIUM CONTINUOUS WOOD LINER STI 401- 1.16"WIDE X 0.935 HIGH MAX. 177 POLYCARBONATE SHEET 012X2"PHILLIPS PAN .177 PO CARBOPALSLIN AT ��HEADSCREW(5)PERSIDE PAL OR SHEFFIELD MAKROLON GP OR SABIC LEXAN 9034 EMBEDMENT 2X CURB HEIGHT TO BE SUFFICIENT TO MAINTAIN 1/2 X 1 112 CLOSED CELL PVC 4'MINIMUM LOWEST POINT FOAM TAPE OF FRAME TO ROOF SURFACE SUPPLIED BY OTHERS LIGHT TUNNEL 010 X2.112'DECK SCREW BY OTHERS(APPROVEDL min 30° (APPROVED BY DADE COUNTY) 4"MINIMUM ROOF BY DADE COUNTY) SURFACE TO LIP ROOFING FELT DESIGN PRESSURE RATING±80 PSF. FLASHING BY OTHERS IN LARGE MISSILE IMPACT RESISTANCE ACCORDANCE WITH NRCA SHINGLES (SEE NOTE 1) BUTYL SEALANT(CONTINOUS) Q A 518°MIN. EMBEDMENT Engineer of Record yj NOTE: James D.Wells,Jr.,P.E. L "min (1)ALL ROOFING DETAILS SHALL COMPLY WITH ROOF DECK Professional Engineer No.53616 Protrusion CHAPTER 15 OF THE 2010 FLORIDA BUILDING CODE 518'MINIMUM ��r,111111!l1I�� (2)4"MINIMUM DISTANCE FROM ANGLE LIP TO ROOF jD' D K'E(!S�i� SURFACE IS FOR SHINGLE OR B.U.R.WITHOUT PRODUCTRBVISED J&L Wells Consulting LLC ���° v�GEWAO INSULATION.FOR INSULATION AND TILE ROOF ADD n"MO)4n0aie„heFioriJo * Bn9ama Co& 1453 Arbitus Circle * TILE HEIGHT AND INSULATION THICKNESS TO 4"• Ampl°nco Nn13—1G o .53616 Bx; (3)ANCHORS TO 8E MADE FROM NON-CORROSIVE MATERIAL p rnlron D I Oviedo,Fl.32765 W= Is COMPATIBLE WITH ALUMINUM. e (407)496-5489 (4)NO ONE-THIRD INCREASE IN THE DESIGN PRESSURE WAS USED. tJ�m1 Da 4uct comrol Certificate of Authorization (5)TESTED TO TAS 201,TAS 202 AND TAS 203. No.27162 ��i�/p'`-17t: REVISION: 2 ®5/6'WAS,/2,8. REVISION: [DOU NAME: ICMG SUN-TEK MANUFACTURING, INC. REVISE SHT.2 OF BY: BSO DATE: 08!07!07 BY: DATE: DRAWN BY:JWF DATE: 05/03/201 DWG NO.STI-00000290-SHT1 REV. A 10303 GENERAL DRIVE ORLANDO,FL 32824 Treasure Harvey E.KoEhnen 7205 Elyse Circle C cast Professional Engineer#32831 P S L Florida 34952-8212 B uIlding Architect#AR0009471 PHONE(772)466-5509 E rigineers, Certified General Contractor#CGCO24776 FAX(772)489-3035 Inc, E-MAILhkoehnen@tcbeweb.com Contractor Owner _1 r & hr:l Date JobAddre�!, .27155' C-o`r VI — METAL ROOFING Coe L NOTE: A Remove existing roormg to plywood NEW ROOF RE-ROOF X REPAIR AREA * Repj'ac,6 rotten plywood with 19/32 CDX * Re=naill,entire roof with 8d ring shank nails MET AL ROOF PLAN (0.1011 d1lam.full re0ndliend 2-'1811119) flipmeW 61'oc.at ends&4t1d to trusses V I I I l l iw P v 3 I- I T I I I ry I I I I I ti ASCE 7-10&FBC 2010 ENCLOSED BLDG X SEMI ENCLOSED BLDG OPEN PART 2 LOW RISE C&C SIMPLIFIED RISK CAT 2/V=,/(,PO EXPOSURE—A--A= K7t 1.0/h5 12 PITCH ROOFSYSTEM ZONE 1 P @ @ h=30 = X = —27,l PSFXO.6=- ZONE 2 P @ @ h=30 = X PS F x 0.6 a= 7,2'0 ZONE 3 P @ @ h=30 = X PSF X 0.6= a= -7 MAX DESIGN PRESSURE PER NOA -5Y--rV'e riei.(> DECK TYPE-9$d6V )71-r1d00t?— THICKNESS BASE SHEET Ak,46,rLpk- NO.OFPUES FASTENER TYPESqr-541,,�SPACMG PLY SHEET NO.OF PLIES FASTENERTYPE SPACING TOP PLY NO.OF PLIES FASTENER TYPE SPACING INSULATION BASE LAYER TYPE SIZE TYPE OF FASTENERS: SPACINGFIELDPERIMETER CORNERS. INSULATION TOP LAYER TYPE SIZE TYPE OF FASTENERS/OR BONDING MATERIAL DRIPEOGESIZE DRIP MATERIAL_.2 FLASHING MATERIAL CORNER FASTENER SPACING FOR METAL ROOF PANELS: FIELD. PERIMETER &��s /` I®M DARE � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 118_05 SW 26 Street,Room 208 BOARD AND CODE ADMII`IISTRATION DIVISION Miami,Florida 33 75-2 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE. (NOA) www.miamidade.sov/economy JA Taylor Roofing 302 Melton Drive Ft.Pierce,FL 34982 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 Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Edge-Loc 1.0 x 16"wide x 24 ga.Steel Panel over Wood Deck LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 revises NOA No. 13-1015.05 and consists of pages 1 through 5. The submitted documentation was reviewed by Juan E. Collao,R.A. + q� NOA No.: 14-0416.01 MIAMI-DADE COUNTY D7 �� 20� /9�• 9• Expiration Date: 01/09/19 Approval Date: 06/05/14 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Metal,Panels(Non-Structural) Materials: Steel Deck Type• Wood Maximum Design Pressure —101 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description Edge-Loc 1.0 Length:various TAS 110 Corrosion resistant,prefinished, coated Width: 16" galvanized, galvalume, standing seam,metal Height: 1" panels. Thickness 0.024"(24 ga.) Min.Yield Strength: 50 ksi Trim Pieces Length: varies N/A Corrosion resistant,prefinished, coated Width: varies galvanized, galvalume, standing seam,metal Thickness 0.024"(24 ga.) panels. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Valspar 433X515 ASTM B 117 11/21/11 433B173 ASTM D 4587,ASTM G 23 11/21/11 Force Engineering&Testing 72-0314T-06A-C TAS 125 03/24/07 Inc. Farabaugh Engineering and T158-07A TAS 100 04/14/07 Testing Inc. NOA No.: 14-0416.01 MIAMI•DADE COUNTY Expiration Date: 01/09/19 ONE 91M] Approval Date: 06/05/14 Page 2 of 5 APPROVED ASSEMBLIES: System: Edge-Loc 1.0 Panel x 16"Wide x 24 ga. Steel Deck Type: Wood,Non-Insulated Deck Description: New Construction 19/32"or greater plywood or wood plank, or for re-roofing 15/32"or greater plywood. Slope Range: 2: 12 or greater Maximum Uplift See Table A below Pressure: Deck Attachment: In accordance with applicable Building Code,but in no case shall it be less than 8d ring shank nails spaced 6"o.c.In reroofing,where the deck is less than 19/32"thick(Minimum 15/32")The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side-lap and 6"end-laps.Underlayment shall be fastened with corrosion resistant tin-caps and 12 gauge 1 1/4"annular ring-shank nails, spaced 6"o.c. at all laps and two staggered rows 12"o.c. in the field of the roll. Or, any approved underlayment having a current NOA. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation# 1. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with PAC Contractors Association's current published installation instructions. Metal Panels and Install the "Edge-Loc 1.0 Panel" and accessories in compliance with the current published Accessories: installation instructions and details in PAC Contractors Association's Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. Panels shall be secured at a spacing listed below in Table A with#10-13 x 1"pancake head screws of sufficient length to penetrate through the sheathing a minimum 3/16 of an inch. The adjacent panel shall overlap and be secured to each other when The female rib of panel is snapped over the male rib of panel. TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures —59.75 psf —101 psf Maximum Screw Spacing 16"o.c. 6.75"o.c. 1. Extrapolation shall not be allowed NOA No.: 14-0416.01 MIAMI•DADE COUNTY Expiration Date: 01/09/19 Approval Date: 06/05/14 Page 3 of 5 SYSTEM LIMITATIONS I.- ---Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones(i.e.field,perimeters, and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). 3. Panels may be rolls formed in continuous lengths from eave to ridge.Maximum lengths shall be as described in Roofing Application Standard RAS 133. 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, city, state, and the following statement: "Miami-Dade County Product Control Approved" or with the Miami-Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. i MIAMI•DADE COUNTY f5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 6. Panels may be shop or jobsite roll formed with machine model 95521095 or 7031100 from PAC Contractors Association. i i I� MIAMI•DADE CONOA No.: 14-0416.01 UNTY Expiration Date: 01/09/19 Approval Date: 06/05/14 Page 4 of 5 PROFILE DRAWINGS 16" � I 1" ! Fastener Relief, Stiffening Ribs and Striations are Optional i I I I Field Condition C i I a a a e a ® FASTENER a SPACING AS PER TABLE A HEREIN EDGE-LOC 1.0 PANEL SYSTEM END OF THIS ACCEPTANCE NOA No.: 14-0416.01 MIAMI•DAD,COUNTY Expiration Date: 01/09/19 Approval Date: 06/05/14 Page 5 of 5 Florida Building Code Online Page 1 of 2 8CIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Basine�, f� -------- Pranal a USER: fessi •LS'iai� tltl� Product Annroyal Minn>P—d-1 or A-1-1—'Al-ti>An,h,Ahon I pct>Application Detail FL# FL9777-R4 Application Type Revision a Code Version 2014 f Application Status �` Approved Comments Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo,OH 43659 (740)404-7829 greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg.keeler@owenscorning.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email r� 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 the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden Validation Checklist-Hardcopy Received Certificate of Independence FL9777 R4 COI OCR14002.1 FBC 2014 Evaluation Report 2010 FBC WeatherLock.odf Referenced Standard and Year(of Standard) Standard Year ASTM D 1970 2009 Equivalence of Product Standards Certified By Sections from the Code 4Zj https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtgkcMGbIcW71%2fZr7oduovKmDi6kDHt6tY%3d Julv 9.2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 02/23/2015 Date Validated 02/24/2015 Date Pending FBC Approval 03/01/2015 Date Approved 04/15/2015 ----------- -- ----Date-Revised- --0-7/02/2015— .Summary of Products FL# i Model,Number or Name Description 9777.1 1 Weatherlock G Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R4 11 OCR14002.1 FBC 2014 Evaluation Report 2010 Approved for use outside HVHZ:Yes FBC Weather-Lock.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL9777 R4 AE OCR14002.1 FBC 2014 Evaluation Report 2010 FBC WeatherLock.Ddf Created by Independent Third Party: Yes 9777.2 tweatherlock MAT Waterproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ:No FL9777 R4 11 OCR14002.1 FBC 2014 Evaluation Report 2010 Approved for use outside HVHZ:Yes FBC Weatherlock.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 j Design pressure: N/A Created by Independent Third Party: Yes i Other:See evaluation report for limits of use. Evaluation Reports FL9777 R4 AE OCR14002.1 FBC 2014 Evaluation Report 2010 FBC WeatherLock.ndf Created by Independent Third Party: Yes 9777.3 1 Weatherlock Specialty Tile&Metal Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R4 it OCR 1 4002.1 FBC 2014 Evaluation Report 2010 Approved for use outside HVHZ:Yes FBC WeatherLock.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other:See evaluation report for limits of use. Evaluation Reports I FL9777 R4 AE OCR14002.1 FBC 2014 Evaluation Report 2010 FBC Weather-Lock.odf Created by Independent Third Party:Yes 0 rnntart us:l 1040 North Monroe Street.Tallnha<see FI 12M Phone-ASD-4R7-1R24 The State of Florida is an AA/EEO employer.Crinyright 7007-7017 State of Ffnnda.::Privacy Statement::Arreceihdity Statement::Refund Sratement 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(l),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 emaifs 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 bert. Product Approval Accepts: © [C-1 1 E ma M x•c ttritr+n n,i. https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtgkcMGblcW71%2fZr7gdugvKmDj6kDHt6tY%3d July 9,2015 Certificate of Authorization No. 29824 CREEK 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT 2014 FLORIDA BUILDING CODE Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued February 23, 2015 1 Owens Corning Parkway Toledo, OH 43657 (800)438-7465 www.owenscorning.com Manufacturing Location: Brentwood, NH (Quality Assurance: UL LLC(QUA9625) SCOPE; Category: Roofing Subcategory: Underlayments Code Sections: 1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5, 1507.4.5.2, 1507.5.3, 1507.5.3.2, 1507.7.3, 1507.7.3.2, Properties: Physical properties REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies(TST6049) NEI-039-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) NEI-042-02-01REV2 ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) NEI-045-02-01 TAS 103 1995 PRI Construction Materials Technologies(TST6049) NEI-045-02-01 ASTM G 155 2005a PRI Construction Materials Technologies(TST6049) NEI-053-02-01 TAS 103 1995 PRI Construction Materials Technologies(TST6049) NEI-053-02-01 ASTM G 155 2005a PRI Construction Materials Technologies(TST6049) NEI-093-02-02 ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) OCF-213-02-01 ASTM D 1623 2009 PRODUCT DESCRIPTION AND LIMITS OF USE WeatherLockO G WeatherLockO G is an ASTM D 1970 self-adhesive underlayment constructed from SBS modified asphalt, a fiberglass mat reinforcement and surfaced with granules. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.7-ft. WeatherLockO G is permitted to be used with mechanically fastened asphalt shingles, wood shakes or shingles, and slate roofing as prescribed in the FBC. Exposure on the roof deck shall be limited to a maximum 30 days. WeatherLockO Mat WeatherLockO Mat is an ASTM D 1970 self-adhesive underlayment constructed from SBS modified asphalt with a fiberglass mat reinforcement. The product is supplied in 1- sq. rolls with nominal dimensions of 3-ft x 33.3-ft and 2 sq. rolls with nominal dimensions of 3-ft x 66.7-ft. WeatherLockO Mat is permitted to be used with mechanically fastened asphalt shingles, wood shakes or shingles, and slate roofing as prescribed in the FBC. Exposure on the roof deck shall be limited to a maximum 30 days. WeatherLockO WeatherLockO Specialty is an ASTM D 1970 self-adhesive underlayment constructed Specialty Tile&Metal from SBS modified asphalt and surfaced with a non-woven polyester fabric. The product is supplied in 2 sq. rolls with nominal dimensions of 3-ft x 66.7-ft and 2.14 sq. rolls with OCR14002.1 FL9777-R4 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. C®EEK OWENS CORNING ROOFING AND ASPHALT LLC R WeatherLock@ Self-Sealing Ice&Water Barriers TECHNICAL SERVICES, LLC nominal dimensions of 3-ft x 71.3-ft. _WeatherLock®_ ________WeatherLock@-Specialty-Vale--&Metal is-permitted-to_be_used-with-mechanically-fastened_—_-- _--- Specialty Tile&Metal asphalt shingles, clay or concrete tile, metal roof panels or shingles, wood shakes or (continued) shingles, and slate roofing as prescribed in the FBC. WeatherLock® Specialty Tile & Metal is permitted to be used with adhered clay or concrete tile roofing using either 3MTM 2-Component Foam Roof Tile Adhesive AH-160 (3M Company) or TILE BONDTm Roof Tile.Adhesive (The Dow Chemical Company) up to a maximum design pressure of -45 psf and in accordance with the system approval. Exposure on the roof deck shall be limited to a maximum 90 days. The maximum roof slope shall be 6:12 when used with clay or concrete tile installations without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles shall not be stacked greater 10 tiles per stack. PRODUCT APPLICATION Min. Roof Slope: 2:12 or in accordance in with FBC Application: Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. Prior to beginning installation, the underlayment shall be unrolled and allowed to relax for a minimum of 3-5 minutes. The underlayment shall be installed direct-to-plywood decking with the release backer removed and pressed firmly into place to ensure complete contact with the deck. The underlayment shall be installed with the roll length parallel to the eave, starting at the eave, and with minimum 3"side laps and minimum 6"staggered end laps. End laps for WeatherLock®Specialty Tile & Metal shall be primed with ASTM D 41 primer or sealed with asphalt roof cement a minimum of 3-4 inches across the width of the lap. It is permissible to nail the underlayment 18-inches on-center as needed (nails shall be installed perpendicular to deck with the nail heads flush to the top surface of the underlayment). WeatherLock® Specialty Tile & Metal shall be back nailed when installed on roof slopes greater than 3:12. For valley applications, the roll shall be applied centered along the valley prior to installing the undedayment at the eave. For eave protection, the underlayment should extend to a point 24-inches inside the exterior wall. The underlayment shall be installed over metal drip edge at the eave, and under the drip edge at the rake or valley pan when used as a valley liner. Alternately, it is permissible to install the underlayment under the drip edge in accordance Section 1507.2.9.3. Min.Application 40"F; Contact the manufacturer when installing at temperatures below the minimum Temperature: application temperature. GENERAL LIMITATIONS 1) This evaluation report is not use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Installation of the evaluated product shall comply with this report,the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. 5) The space under the deck area shall be properly ventilated in accordance with the FBC requirements. 6) All side lap seams shall be installed to shed water from the deck. 7) The underlayment may be used as described in other current FBC product approval documents. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. OCR14002.1 FL9777-R4 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. C OWENS CORNING ROOFING AND ASPHALT LLC WeatherLock®Self-Sealing Ice&Water Barriers TECHNICAL SERVICES, LLC COMPLIANCE STATMeNT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the 2014 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. IttJ11111rrrr %. •R. p��i,��, 2015.02.2 �,,��Q.•••��G EN 3F/kP No 74021 c�"�� 3 14:45:39 ry- -05'00' 53'.. STATE O F :��/` T ••'c P•'•� �` Zachary R. Priest, P.E. Florida a egi Noi n No.74021 Organ CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. i Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. I END OF REPORT OCR14002.1 FL9777-R4 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein,