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Home My WebLink AboutNOA'SM1® sg • DEPARTMENT OF REGULATORY AND I BOARD AND CODE ADMINISTRATION I NOTICE OF ACCEPTANC] WinDoor, Inc. 7500 Amsterdam Drive Orlando, FL 32832 SCOPE: This NOA is being issued under the 1p materials. The documentation submitted Product Control Section to be used in Nii Having Jurisdiction (AHJ). This NOA shall not be valid after the Control Section (In Miami —Dade County the right to have this product or materia fails to perform in the accepted manner, t may immediately revoke, modify, or sus RER reserves the right to revoke this 1 Control Section that this product or matey This product is approved as described he Code, including the High Velocity Hurric DESCRIPTION: Series "9050 Therm APPROVAL DOCUMENT: Drawing sheets 1 through 11 of 11, dated 06/21/12 01/17/13, signed and sealed by Luis Robe Section Approval stamp with the Notice County Product Control Section. MISSILE IMPACT RATING: Large LIMITATION: All steel anchor strength LABELING: Each unit shall bear a pe; model/series, and following statement: "Tv noted herein. RENEWAL of this NOA shall be consid no change in the applicable building code 'IscomoN ZOMIC RESOURCES (RER) ;ION iOA) MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 26 Street, Room 208 T (786) 315 2590, F (786) 315-2599 www.miamidade.eov/economy olicable rules and regulations governing the use of construction has been reviewed and accepted by Miami —Dade County RER— ami—Dade County and other areas where allowed by the Authority expiration date stated below. The - Miami —Dade County Product } and/or the AHJ (in areas other than Miami —Dade County) reserve 1 tested for quality assurance purposes. If this product or material he manufacturer will incur the expense of such testing and the AHJ ?end the use of such product or material within their jurisdiction. acceptance, if it is determined by Miami —Dade County Product ial fails to meet the requirements of the applicable building code. erein, and has been designed to comply with the Florida Building fne Zone. ally Broken" Aluminum Outswing Glazed French Door— L.M.I. No. 08-01637, titled "Series 9050 Terrace Outswing Double Door", (with revision "A" dated 11/21/12, prepared by manufacture, dated rto Lomas, P. E., bearing the Miami —Dade County Product Control 111 of Acceptance number and Approval date by the Miami —Dade Small Missile Impact Resistant be minimum Grade 5. label with the manufacturer's name or logo, city, state, Lde County Product Control Approved", unless otherwise after a renewal application has been filed and there has been ively affecting the performance of this product. TERMINATION of this NOA will occurlafter 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 consists of this page 1 and evidence page E-1 and E-2, as well as approval document mentioned above. i The submitted documentation was review4by Jaime D. Gascon, P. E. 27.07 Mu►rtt•nan� cour�TY Expiration t . eb o duar 0 , 2.07 "` Approval Date: February 07, 2013 ,L Page 1 I WihDoor, Inc. A. DRAWINGS 1. Manufacturer's die dra 2. Drawing No. 08-01631 through 11 of 11, dat, manufacture, dated 01 Al B. TESTS 1. Test reports on: 1) Air 1 2) Unif 3) Wate 4) Largi 5) CycI along with marked —up i prepared by National NCTL-210-3781-2R, P. E. 2. Test reports on: 1) Air I 2) Unif( 3) Wate 4) Larg( 5) Cycli along with marked —up ( prepared by National NCTL-210-3781-2, & C. CALCULATIONS 1. Anchor calculations ar dated 06/12/12, prepare P. E. 2. Glazing complies with D. QUALITY ASSURANCE 1. Miami —Dade Denar rings and sections. , titled "Series 9050 Terrace Outswing Double Door", sheets 1 -d 06/21/12 with revision "A" dated 11/21/12, prepared by 7/13, signed and sealed by Luis Roberto Lomas, P. E. filtration Test, per FBC, TAS 202-94 .rn Static Air Pressure Test, Loading per FBC, TAS 202-94 Resistance Test, per FBC, TAS 202-94 Missile Impact Test per FBC, TAS 201-94 Wind Pressure Loading per FBC, TAS 203-94 -awings and installation diagram of an outswing French door, ;,rtified Testing Laboratories, Inc., revised Test Report No. :vision date 10/10/12, signed and sealed by Gerard J. Ferrara, filtration Test, per FBC, TAS 202-94 m Static Air Pressure Test, Loading per FBC, TAS 202-94 Resistance Test, per FBC, TAS 202-94 Missile Impact Test per FBC, TAS 201-94 Wind Pressure Loading per FBC, TAS 203-94 -awings and installation diagram of an outswing French door, Certified Testing Laboratories, Inc., Test Report No. ed 04/10/12, signed and sealed by Gerard J. Ferrara, P. E. structural analysis, complying with FBC-2010, submitted signed, sealed and dated 01/21/13 by Luis Roberto,Lomas, E1300-04 of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No! 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. Jaime D. Ga con, P. E. Product Control Section Supervisor NOA No. 12-0627.07 Expiration Date: February 07, 2018 Approval Date: February 07, 2013 E-1 WinDoor, Inc. E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Test Report No. ETC i08-1043-20974.0 per ASTM D 1929-96 (2001) (Ignition) dated 07/01/08, issued by ETC Laboratories, Inc., issued to Technoform for Polyimide plastic strut P/N PA 66 GF25, signed) by Gurjinder Dhami. 3. Test Report No. ETC-07-1043-19094-0 per ASTM G 26-95 (4500 Xenon Arc) and ASTM D 638 dated 02/18/08, issued by ETC Laboratories, Inc., issued to Technoform for Polyimide plastic strut, signed and sealed by Joseph Labora Doldan, P. E. 4. Test Report No. ATI-61261.01-106-18 per ASTM D 2843-99 (Smoke density) and ASTM D 635 (Rate of burning) dated 12/14/05, issued by Architect Testing, Inc., issued to Technoform for Polyimide plastic strut, signed and sealed by Joseph A. Reed, P. E. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC-2010, dated 06/21/12, issued, signed and sealed by Luis Roberto Lomas, P. E. 2. Laboratory addendum Iletter for Test Report No. NCTL-210-3781-2R, issued by National Certified Test I7ng Laboratories, Inc., dated 10/10/12, signed and sealed by Gerard J. Ferrara, P. E. 3. Laboratory compliance National Certified Test] Gerard J. Ferrara, P. E. 4. Laboratory compliance ETC Laboratories, Inc., d� 5. Laboratory compliance Architect Testing, Inc., dE 6. Proposal No. 09-1509 Chanda, P. E. G. OTHERS 1. None. letter for Test Report No. NCTL-210-3781-2, issued by ig Laboratories, Inc., dated 04/10/12, signed and sealed by letter for Test Report No. ETC- 07-1043-19094-0, issued by ited 02/18/08, signed and sealed by Joseph Labora Doldan, P. E. letter for Test- Report No. ATI-61261.01-106-18, issued by ted 12/14/05, signed and sealed by Joseph A. Reed, P. E. ssued by Product Control, dated 12/03/09, signed by Ishaq (L) � �-- Jaime D. Gascon, P E Product Control Section Supervisor NOA No. 124627.07 Expiration Date: February 07, 2018 Approval Date: February 07, 2013 E-2 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: ALUMINUM 6063—T6 6. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 3 FOR GLASS OPTIONS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE $14 WOQD_SCREWS_WITH- -SUFFICIENT—LENGTH 70 ACHIEVE A 1 3/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. ALL FASTENERS TO BE CORROSION RESISTANT. 13.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATIONS 3 — 5 CROSS SECTIONS GLAZING DETAILS AND B.O.M. 6 — 8 INSTALLATION DETAILS 9 COMPONENTS 10 — 11 1 HARDWARE LOCATIONS REVISIONS DESCRIPTION DATE APPROVED UPDATED PER MD COMMENTS 11/21/12 R.L. CORNER CONSTRUCTION AND WEEP HOLES NOTES: STANDARD FRAME CORNER CONSTRUCTION: FRAME CORNERS ARE OF BUTTED CONSTRUCTION. HEAD AND SILL ARE ATTACHED TO JAMBS USING (2) #10 X 1 1/4" PH SO DRIVE SS SCREWS. ADA FRAME CORNER CONSTRUCTION: FRAME CORNERS ARE OF BUTTED CONSTRUCTION. HEAD AND SILL ARE ATTACHED TO JAMBS USING (2) #10 X 1 1/4" PH SO DRIVE SS SCREWS. PANEL CORNER CONSTRUCTION: PANEL FRAME CORNERS ARE OF BUTTED CONSTRUCTION. ACTIVE PANEL RAILS ARE ATTACHED TO STILES USING #8 X 1" LEAD POINT SCREWS AT SCREW BOSSES. INACTIVE PANEL RAILS _AREJAIIACHED TO—STILES—TO—STILE—X-1"—LEAD—POINT—SCREWS AND #1C X 3/4" LEAD POINT SCREWS AT SCREW BOSSES. #10 SCREWS ARE USED IN SCREW BOSSES WHERE REINFORCEMENT IS PRESENT. WEEP HOLES: (2) 9/32" X 1" WEEP HOLES WITH PLASTIC COVERS ARE LOCATED 3" FROM SILL ENDS. 7500 AMSTERDAM DRIVE WinD o or ORLANDO, FL 32832 INCORPORATED P`-407A818°00 ft. m,18l.0s0s—.windootin— %vidithe SERIES 9050 TERRACE OUT SWING DOUBLE DOOR n 01 NOTES DRAWN: DWG NO. REV A.P. 08-01637 A SCALE NTS I DATE 06/21 /12 1 SHEET 1 OF 11 Luis R. Lomas P.E, Florida No. 62514 76" MAX FRAME WIDTH 35 7/8" PANEL WIDTH 26" DLO C �— 6" MAX l- 18" / \ MAX O.0 108 1/4" DLO 119 5/16" PANEL HEIGHT 120" B MAX 4-8 FRAME F H 6" MAX 6" MAX f-- C 3 3/4" MAX TYP� 18 3/4" MAX 6 3/4" MAX TYP SERIES 9050 TERRACE OUT SWING DOUBLE DOOR EXTERIOR VIEW WITH ADA SILL DESIGN PRESSURE RATING IMPACT RATING +30.01-70.OPSF ±70.OPSF LARGEAND SMALL WHERE WATER WHERE WATER INFILTRATION INFILTRATION MISSILE IS NEEDED IS NOT NEEDED IMPACT MISSILE LEVEL D, WIND ZONE 4 AND HVHZ 76"MAX FRAME WIDTH REVISIONS REV DESCRIPTION DATE APPROVED PANEL WIDTH 26' DLO I A I UPDATED PER MD COMMENTS 11/21/12 R.L. A � 6" MAX —i- I \ 18° MAX O.C. f 108 1/4" / \ DLO / \ /16" =L IT B / 6" MAX --T 6" MAX 3 3/4" MAX TYP 18 3/4" MAX A j 6 3/4"MAX TYP SERIES 9050 TERRACE OUT SWING DOUBLE DOOR EXTERIOR VIEW WITH STANDARD SILL DESIGN PRESSURE RATING IMPACT RATING ±70PSF LARGEANDSMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4, AND HVHZ WOR NDO, DM Door 50A 0AMMDARIVE RMD 2832 INCORPORATED M-407.01.8400 pmvcdascamplyinsv4ththo es+07.481nsos www.windoorinccom �A. hide B Wd71g to c SERIES 9050 TERRACE OUT SWING 1Af1 — 0 DOUBLE DOOR I! oct n ELEVATIONS DRAWN: DWG NO. REV Luis R. Lomas P.E. A.P. OS-01637 A Florida No. 62514 SCALE NIS I DATE 06/21/12 1 SHEEf2 OF 11 e$ VERTICAL SECTION STANDARD FRAME AND SILL EXTERIOR INTERIOR eVERTICAL SECTION 3 STANDARD FRAME WI ADA SILL REVISIONS REV DESCRIPRON DATE I APPROVED A UPDATED PER MD COMMENTS 11/21/12 1 R.L. 1 1 /4" 3/16" HS .090" SGP BY DUPONT 3/16" TEMP 3/16" HS ALUMINUM SPACER EXTERIOR BYEM /HELIMAYXTI/4" H X 0.15" T 7/8" BITE br, r,' INTERIOR 9/16" 1 /4" HS 090" SGP BY DUPONT 1/4" HS EXTERIOR 7/8" BITE _ INTERIOR 7500 AMSTERDAM DRIVE W111D o or /y ORLANDQ,FL32832 INCORPORATED F^=am1.0505 o Approved nswm t , ems: aoTae�.osos mww.windoorinc.wm P Ym$w3tlt toe oridaBoil Date ' o SERIES 9050 TERRACE OUT SWING NCAN — �Fy DOUBLE DOOR Mi U eProdoctCo of j CROSS SECTIONS GLAZING DETAILS AND B.O.M. DRAWN: DWG NO. REV Luis R. Lomas 'P.:E. A.P. 08-01637 A Florida No. 62514 s. NTS JOATI 06/21/12 IsHEET3 OF 11 INTERIOR EXTERIOR e4 HORIZONTAL SECTION REVISIONS DESCRIPTION DATE APPROVED UPDATED PER MD COMMENTS 11/21/12 R.L. 7500 AMSTERDAM DRIVE WinD o or ORLANDO, FL 32832 with the INCORPORATED re0<181.0 aoo Paa40.4111A aw�v windoodncwm Z1J1W-',l SERIES 9050 TERRACE OUT SWING O/ aj .0 r 7 DOUBLE DOOR CROSS SCTIONS GLAZING DETAILS AND B.O.M. tj11/?//3 ®� LU15 R. Lomas P.E. Florida No. 62514 DRAWN: A.P. DWG NO. 08-01637 I REV A SCALE NT$ DATE 06/21/12 SHEET4 OF 11 PARTS LIST PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 905A32 FRAME HEAD & SILL KEYMARK 6063-T6 905A21 FRAME JAMB KEYMARK 6063-T6 S46079 ADA SILL W/ URETHANE BREAK KEYMARK 6063-T6 905AO3 HINGE STILE ACTIVE PANEL KEYMARK 6063-T6 905A18 STILE INACTIVE PANEL KEYMARK 6063-T6 905A17 STILE ACTIVE PANEL KEYMMK 6063-T6 905AO5 TOP & BOTTOM RAIL PANEL KEYMARK 6063-T6 546085 JAMB & HEAD COVER PLATE KEYMARK 6063-T6 546086 SILL COVER PLATE KEYMARK 6063-T6 506862 STILE REINFORCEMENT - LARGE KEYMARK 6063-T6 506803 STILE REINFORCEMENT - SMALL KEYMARK 6063-T6 905AO9 ADA PANEL BOTTOM RAIL KEYMARK 6063-T6 546080 EURO FRAME GROOVE COVER KEYMARK 6063-T6 546082 GLAZING BEAD 437 - 562 KEYMARK 6063-T6 S46084 I GLAZING BEAD 1.250 1 KEYMARK 6063-T6 00599 HINGE COVERS GIESSE 00591 HINGE PRELOAD PLATE GIESSE BOTTOM EXTENSION HOPPE MIDDLE EXTENSION HOPPE TOP EXTENSION HOPPE MORTISE FLUSHBOLT HOPPE HANDLE & TRIM SET HOPPE LOCK CYLINDER & THUMB TURN HOPPE p7012Ol3eSWH HOOK LATCH STRIKE PLATE HOPPE p7012011eWLD LATCH & DEAD BOLT STRIKE PLATES HOPPE P701XXX-SBR SHOOT BOLT REINFORCING PLATES HOPPE p10311-SPACER SHOOT BOLT REINFORCING SHIM HOPPE 1900908 10 MM STANDARD ROD GUIDES HOPPE 8787443 30 MM FLUSH BOLT ROD LOCK HOPPE 10 MM FLUSH BOLT ROD HOPPE 10 MM FLUSH BOLT ROD HOPPE p7012O1OeWSB SHOOT BOLT STRIKE HOPPE WA2L WEEP HOLE COVER ENGINEERING 905-VX-25 JAMB ANCHOR COVER MOR-X PLASTICS PVC 1445 SNUBBER DRIVE ADVANTAGE MFG. TP1046 #7 GLAZING VINYL TEAM PLASTICS 85 DUROMETER 905VP-21 RAMP BLOCK 90003-1 WEATHERSTRIP LAUREN MFG. 75 DUROMETER 4-2709 WEATHERSTRIP LAUREN MFG. 75 DUROMETER REVISIONS DESCRIPTION DATE I APPROVED UPDATED PER MD COMMENTS 11/21/12 1 R.L. PARTS LIST NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 43 4-3911 WEATHERSTRIP LAUREN MFG. 75 DUROMETER 44 4-3912 WEATHERSTRIP LAUREN MFG. 75 DUROMETER 45 4-3913 EPDM SEAL LAUREN MFG. 75 DUROMETER 46 4-3826 SPONGE EPDM WITH PSA TAPE LAUREN MFG. 75 DUROMETER 47 52105 STRIP PLUG LAUREN MFG. 75 DUROMETER 48 54576 SPONGE EPDM SEAL LAUREN MFG. 75 DUROMETER 49 53993 STRUT COVER LAUREN MFG. 75 DUROMETER 50 8303 WEATHERSTRIP TRELLEBORG 75 DUROMETER 51 TP-446 FILLER TEAM PLASTICS 92 DUROMETER 53 TP-1126 FILLER TEAM PLASTICS 90 DUROMETER -54- 131014 -#8-X-1`PH-SQ-DRIVE SCREN- 55 131008 #10 X 3/4" PHILL FH TEK SCREW 56 #10 X 3/4" PHILL FH TAPCON 58 131005 #10 X 1 1/4" PH SQ. DRIVE SCREN 59 131001 #10 X 2 1/2- PHILLIPS FH TEK 60 #14 X 3" PH 61 #14 X 3" FH 64 FG0015011 GLASS SHIM 1/4°X3/4"X3/4° TO 1" NEOPRENE 80D 65 SIKA 552 SILICONE CAULK 66 URETHANE SEALANT ITEMS 37, 38, 52, 57, 62, 63, ARE NOT USED. WinDoor 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 INCORPORATED vnoK:4m.<evsam �5 cwnpLyin8 wi1hft Ps407.481.0505 �.Windoorinc.com l ! ✓ Pul SERIES 9050 TERRACE OUT SWING/ DOUBLE DOOR p 17`a CROSS SECTIONS GLAZING DETAILS AND B.O.M.iRAWN: DWG NO. REVLuis R. Lomas .P. 08-01637 A Florida No. s2 P.E..E — -_ SCALE NTS DATE 06/21/12 SHEEP5 OF 11 .62514 WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT EXTE APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS A VERTICAL CROSS SECTION s WOOD FRAMING OR 2X BUCK INSTALLATION STANDARD FRAME AND SILL 1" MIN. E DISTANCE 1 L" MIN. DMENT IIM SPACE 14 WOOD SCREW 1 3/4" MIN. EMBEDMENT I 1" MIN. EDGE DISTANCE 2 1/6" MIN. SPACING #14 WOOD SCREW WOOD—FRA191- G EXTERIOR OR 2X BUCK INTERIOR BY OTHERS #10 WOOD #14 WOOD SCREW SCREW APPROVED SEALANT 1 /4" MAX. o SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/4" MIN. EMBEDMENT I WOOD 2EW C VERTICAL CROSS SECTION /4' MAX /4 WOOD FRAMING OR 2X BUCK INSTALLATION C SPACE ilMMIN. STANDARD FRAME WITH ADASILL VENT REVISIONS REV DESCRIPTION DATE APPROVED A UPDATED PER MD COMMENTS 11/21/12 R.L. 1 /4" MAX. ISHIM SPACE INTERIOR W) EXTERIOR APPROVED SEALANT eEJAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTE: INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 73DO AAM D11IVE WinD n o or ORLANDODO, FFL 32632 // with the INCORPORATED F-4W49IA505—w.windoorinc.wm o 4I Y vz SERIES 9050 TERRACE OUT SWING ut DOUBLE DOOR INSTALLATION DETAILS DRAWN: DWG NO. REV A.P. 08-01637 A LULS R. Lomas .E P.E. Florida No. � sE NTS DATE 06/21/12 SHEET6 OF 11 METAL STRUCTURE BY OTHERS APPROVED SEALANT EXi APPROVED SEALANT METAL STRUCTURE BY OTHERS eA VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION STANDARD FRAME AND SILL 1/4" MAX. SHIM SPACE EXTERIOR #14 SMS OR IZ SELF DRILLING SCREWS 2 1/B° MIN. SPACING I METAL STRUCTURE BY OTHERS INTERIOR #10 SELF I #14 SMS OR DRILLING ILJt7lJJ SELF DRILLING SCREW SCREW APPROVED SMS ORIN SEALANT F DRILLING D 1/4" MAX. IEW ` SHIM SPACE STRUCTETAL URE 1/4" MAX. BY OTHERS SHIM SPACE VERTICAL CROSS SECTION eC METAL STRUCTURE INSTALLATION STANDARD FRAME WITH ADA SILL REVISIONS REV DESCRIPTION DATE APPROVED A UPDATED PER MD COMMENTS 11/21/12 1 R.L. 1 /4" MAX. I SHIM SPACE INTERIOR EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL 7 METAL STRUCTURE INSTALLATION 7500 AMSTERDAM DRIVE WinDoor ORLANDO,FI32832 INCORPORAT///////1�/(/� ED F=407AT.aeie/ao N¢40'lAB1A505 RRVCV.Wlnd00[InGCOIII Approved �DD,ply;ns �,am uw DoednDuDil0 o / SERIES 9050 TERRACE OUT SWING NO 0 3 DOUBLE DOOR Mi Ym Cona INSTALLATION DETAILS NOTE: B DRAWN: DWG N0, REV INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NO A.P. 08-01637 A Luis R. Lomas 'P,E. SHOWN FOR CLARITY. Florida No. 62514 __ _ ISCALE NTS 10ATE 06/21/12 ISHEET7 OF 11 1/4" 2 1/8" MIN. 2 1/2" MIN. TAPCON SPACING EDGE DISTANCE CONCRETE/ n ° MASONRY e a BY BY OTHERS d' 1 3/4" MIN. a a EMBEDMENT OPTIONAL 1 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 1/4" MAX. APPROVED SHIM SPACE SEALANT — APPROVED SEALANT OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 CONCRETE/ MASONRY BY OTHERS 1/4" TAPCON #10 WOOD SCREW INTERIOR APPROVED SEALANT OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 CONCRETE/ 1/4" TAPCON MASONRY _ BY OTHERS r - I 1/4" MAX. u � SHIM SPACE d . 1 3/4" MIN. °d EMBEDMENT 8' a 2 1/2" MIN. e8VERTICAL CROSS SECTION EDGE DISTANCE CONCRETEMASONRY INSTALLATION STANDARD FRAME AND SILL REVISIONS REV DESCRIPTION DATE APPROVED A UPDATED PER MD COMMENTS 11/21/12 1 R.L. 1 3/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK �{ 1/4" MAX. TO BE PROPERLY I SHIM SPACE SECURED SEE NOTE 3 SHEET 1 0 2 1 /8" MIN. SPACING MIN. EDGE 1/4" TAPCON INTERIOR DISTANCE 1/4" ° EXTERIOR TAPCON 1/4" MAX. APPROVED SHIM SPACE SEALANT JAMB INSTALLATION DETAIL 8 CONCRETE/MASONRY INSTALLATION a ° c 1 3/4" MIN. d " EMBEDMENT NOTE., INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT " a: .. �' ; ° _ SHOWN FOR CLARITY. e a 2 1/2" MIN. EDGE DISTANCE C VERTICAL CROSS SECTION 8 CONCRETEMASONRYINSTALLATION STANDARD FRAME WITH ADA SILL 7500 AMSTERDAM DRIVE WinD o o ORLANDO, FL ying with theINCOR P—em.eelmsos —aindoodnccom u� SERIES 9050 TERRACE OUT SWING O DOUBLE DOOR 1G�16w/ °" } INSTALLATION DETAILS Luis R. Lomas I',.E. DRAWN: A.P. DWO N0. 08-01637 REV A Florida No. 62514 SCA_ NTS I DATE 06/21/12 1 SHEET OF 11 4 1/2" 4 1/2" 2 15/16" 1 111/� �LS2Ij� �16 L OFRAME HEAD & SILL ALUMINUM 6063-T6.050" THICK 2 3/4" 4 1/16" O HINGE STILE 4 ACTIVE PANEL ALUMINUM 6063-T6.090" THICK 2 3/4" 1 7/16" 1 3/16" i ADA BOTrOM RAIL 12 ADAPTER ALUMINUM 6063-T6.080" THICK 1 1 /4" 1 —� 3/18. " STRUT COVER 49 80 DUROMETER EPDM.201"THICK OFRAME JAMB ALUMINUM 6063-T6.090" THICK 3 3/8" 1 2 3/4" 4 1/2" ---»� 1/2' -� ADA SILL OALUMINUM 6063-T6.090" THICK 2 7/16" 4" 3 1L HHi 3/16" 5 7/8,. 4 11/8" 4" LJAI Lp I-- L� LOCK STILE ACTIVE PANEL LOCK STILE 6 O TOP &BOTTOM RAIL OINACTIVE PANEL ALUMINUM 6063-T6.090" THICK ALUMINUM 6063-T6.090" THICK ALUMINUM 6063-T6.090" THICK 1 1/4" 1 1/2- 3/4" 3/4" ", / 16" 7-1 '�—V3 1 t /4 7 1 1 /4 r 35 JAMB ANCHOR COVER 1_ -I— PVC .050"THICK t 4 GLAZING BEAD 15 GLAZING BEAD ALUMINUM 6063-T6.050"THICK ALUMINUM 6063-76.050' THICK 1 /4" +� HERMALSTRUT 5 6 7 NYLON POLYAMIDE.070'THICK TENSILE STRENGTH 10,390 PSI 2 3/4" -FFr 4 1/16" REVISIONS REV DESCRIPTION DATE APPROVED A UPDATED PER MD COMMENTS 11/21/12 1 R.L. —{ 1 5/ 3 1 /2" -{ O HEAD & JAMB COVER PLATE 1 REINFORCEMENT LARGE ALUMINUM6063-T6.070"THICK ALUMINUM6005-T61.210"THICK �{ 1 5/ 1 1/16" (�- T 5/8" O SILL REINFORCEMENT SMALL COVERPLATE 11 ALUMINUM6005-T61.250"THICK ALUMINUM 6063-T6.090" THICK 7500 AMSTERDAM DRIVE WinD0 or ORLANDO, FL 32832 INCORPORATED Ph"uc 40].1B1.e100 Appmvedas complying'wilhtha F-4 ABI.050 �vvnvwindoorimcom Florida6u8 ' C Data SERIES 9050 TERRACE OUT SWING NO AN - 91J DOUBLE DOOR a Pco tCon COMPONENTS DRAWN. OWG NO. RE1 A.P. 08-01637 A SCALE NTS I DATE 06/21/12 1 SHEET OF 11 Luis R. Lomas P.E. Florida No. 62514 rn 00 m O ro ro O \ \ N � � M IMMM 1 5/16" 5/16" SEE DETAIL D SHEET 11 SEE DETAIL E SHEET 11 HARDWARE LOCATION FOR STANDARD FRAME AND SILL MIDDLE HINGE NOTES: 1. LOCATE HINGE AT MIDPOINT OF FRAME HEIGHT. 2. LOCATE SNUBBER DRIVE AT 10" MAX ON EACH SIDE OF MIDDLE HINGE. M REVISIONS DESCRIPTION DATE APPROVED UPDATED PER MD COMMENTS 11/21/12 R.L. 1 3/16" 7/16" SEE DETAIL D SHEET 11 rn 23 z 30 0 Do 23 w 3 19xa�m i 250a 0 n o 0 25�ap _ m�Z w V \ \ �\� _ W O N to SEE DETAIL F SHEET 11 HARDWARE LOCATION FOR STANDARD FRAME WITH ADA SILL ' ��%� j� DRIVE 1111JOOr VV OR0ANDTERDAM L32832 ORLANDO, }T, 32832 INCORPORATED Pa ASA81.9400 Y-ex 4Q/.481.n505 wwavwindoorinccom APProvedas wmplying widiihe FloridaBai2ln o NOAA SERIES 9050 TERRACE OUT SWING DOUBLE DOOR Of�j7/i3 Mi an Pro o DI HARDWARE LOCATIONS DRAWN: DWG NO. REV A.P. 08-01637 A Luis R. Lomas P.E. Florida No. 6251 A s"" NTS I DATE 06/21 /12 1 SHEE71 O OF 11 DETAIL D STANDARD HEAD BOLT INSTALLATION DETAIL E STANDARD SILL BOLT INSTALLATION REVISIONS REV DESCRIPTION GATE APPROVED. A UPDATED PER MD COMMENTS 11/21/12 1 R.L. DETAIL F ADA SILL BOLT INSTALLATION 7500 AMSTERDAM DRIVE WinDoor ORLANDO, FL 32832 INCORPORATED K... mn81.8400 PQ 407.481.0505-windoorinccom Ying with 111C o� SERIES 9050 TERRACE OUT SWING DOUBLE DOOR :a ar�rO1 HARDWARE LOCATIONS 1 DRAWN: OWG N0. RE A.P. 08-01637 A scALE NTS DATE 06/21/12 1 SHEIT11 OF 11 Luis :R. Lomas P:E. Floriiia No. 62514 0DID COUNTY � .,. . ` � S1 �iis•+,�-�1 DEPARTMENT OF REGULATORY AND E( BOARD AND CODE ADMINISTRATION DI NOTICE OF ACCEPTANCE WinDoor, Incorporated 7500 Amsterdam drive Orlando, Florida, 32832 SCOPE: This NOA is being issued under the applicab documentation submitted has been reviewed be used in Miami Dade County and other are This. NOA shall not be valid after the expira� (In Miami Dade County) and/or the AHJ (in � or material tested for quality assurance purpo manufacturer will incur the expense of such i of such product or material within their jur determined by Miami -Dade County Product t of the applicable building code. This product is approved as described herein, including the High Velocity Hurricane Zone. DESCRIPTION: Series "8100" Aluminum APPROVAL DOCUMENT: Drawing No. ( of 24 (inclusive 12A), prepared by manufactu Luis R. Lomas, P.E., bearing the Miami -Dade number and approval date by the Miami -Dad( MISSILE IMPACT RATING: Large and Limitations: 1. See Design Pressure (DP) Vs Sill riser ar schedule in sheet 12A. 2. See Fixed panel attachment to frame jam item #57 at intermediate butt stile interlo 3. Frame area of alternate size unit shall no RESOURCES (RER) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 . Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy rules and regulations governing the use of construction materials. The .d accepted by Miami -Dade County PERA -Product Control Section to where allowed by the Authority Having Jurisdiction (AHJ). :)n date stated below. The Miami -Dade County Product Control Section -as other than Miami Dade County) reserve the right to have this product .s. If this product or material fails to perform in the accepted manner, the sting and the AHJ may immediately revoke, modify, or suspend the use :diction. PERA reserves the right to revoke this acceptance, if it is )ntrol Section that this product or material fails to meet the requirements has been designed to comply with the Florida Building Code, SIiding GIass Door w/ Reinforcements-L.M. Impact 8-02259 Rev B, titled "8100 SGD Reinforced-LMI", sheets 1 through 24 er, dated 12/11/13 and last revised on 09/28/2015, signed and sealed by County Product Control Approval stamp with the Notice of Acceptance County Product Control Section. Missile Impact Resistant substrate type in sheets 2 thru 4 and alternate sizes and anchors s or intermediate panel in sheets 10 & 11. Z-clip at frame jambs and k and head cover item #67 and sill cover item 068 are required. exceed the tested frame area=363 ftZ, nor the tested panel height or area. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series 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 sliall 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 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. 0_@NR7444107.14 MIAMI•DADE COUNTY Expiration Date: October 08, 2020 / Approval Date: October 08, 2015 Page 1 WinDoor, Incorporated A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. 08-02259 Rev, titled "8100 SGD Reinforced-LMI", sheets I through 24 of 24 (12A inclusive), prepared by man facturer, dated 12/11/13 and last revised on 09/28/2015, signed and sealed by Luis R. Lomas, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uni orm Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum SIiding Glass, prepared by National Certified Testing Laboratories Inc., Test Report No. NETL-210-3889-1, dated 11/15/13 and revised on 06/18/14, signed & sealed by Gerald J, Ferrara, P.E. (Note: This test report has been revised by addendum letters June 04, 2014, issued by National Certified Testing Laboratories Inc., signed & sealed by Gerald J, Ferrara, P.E.) C. CALCULATIONS 1. Anchor verification and stt�uctural analysis dated 12/30/13, 09/11/14, 01/12/15 and last revised on 06/24/15, prepared, signed and sealed by Luis R. Lomas, P.E. 2. Glazing complies with ASTME-1300-02, 04 &-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteOO PVB Interlayer", expiring on 12/11/2016. 2. Notice of Acceptance No. I12-1231.10 issued to Eastman Chemical Company (MA) (fortner Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5t' Edition) and "No financial interest, dated April 01, 2014, prepafired, signed and sealed by Luis R. Lomas, PA P.E. 2. Lab compliance statement,'as part of above referenced test report. G. OTHER 1. Test Proposal 13-0007, dated March 12, 2013, approved by RER. t al- i . Q�.,r...,_ shag 1. Chanda, P.E. Product Control Examiner NOA No. 14-0107.14 Expiration Date: October 08, 2020 Approval Date: October 08, 2015 E -1 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. 1X OR 2X WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK PROPERLY SECURED OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" DOOR UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL, AS SHOWN IN THIS DRAWING. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE AS SPECIFIED IN THIS DRAWING. DOOR UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK. 6. WHERE 1X BUCK IS NOf USED-DISSIMILAR-MATERIAts MUST BE SEPARATED -WITH -APPROVES COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 7. BUCKS SHALL EXTEND BEYOND WALL INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. 1/4" MAX SHIM USED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T6. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 5 FOR GLASS OPTION AND DETAIL. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14.FOR ANCHORING INTO WOOD FRAMING OR SECURED 2X BUCK USE 1/4" CUT THREAD GRADE 5 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS DESCRIPTION STIONS. AND GLAZING DETAILS W SECTIONSORING LAYOUTS AND CHARTS ALLATION DETAILS 23 - 24 COMPONENTS REVISIONS DESCRIPTION DALE APPROVED REVISED PER MD COMMENTS 03/O6/14 R.L. REVISED PER MD COMMENTS OS/13/14 R.L. 15,FOR ANCHORING INTO MASONRY/CONCRETE OR THRU PROPERLY SECURED 1X BUCK USE 1/4" CRETE-FLEX SS4 BY ELCO WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING INTO METAL STRUCTURE USE #14 GRADE 5 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT 3 THREADS INTERINTERIORWE ALL. LOCH A14CHORS A3 ACHIEVE MINIMUM SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, MIN. COMPRESS STRENGTH = 2000 PSI. D. METAL STRUCTURE: STEEL 16GA, (Fy=33KSI Fu=52KSI OR ALUMINUM 6063-T5 Fu=30KSI, j/_8" THICK MINIMUM. METAL STRUCTURE ADEQUACY TO BE REVIEWED BY BUILDING.. OFFICIAL. SELECTION PROCEDURE: 1. DETERMINE JOB SITE REQUIRED DESIGN PRESSURE PER ASCE 7 AND GOVERNING CODE. 2. SELECT SGD CONFIGURATION USING SHEETS 2 THROUGH 4. 3. SELECT DESIGN PRESSURE (DP) RATING BASED ON INSTALLATION SUBSTRATE AT HEAD, SILL OR JAMB. 4. SELECT APPLICABLE SILL RISER TO MEET REQUIRED DP. 5. LOWEST DP FROM SUBSTRATE CONDITION SHALL APPLY TO ENTIRE ASSEMBLY. PANEL HEIGHT AND DLO FORMULA: 1. D.L.O. WIDTH - PANEL WIDTH - 9" 2. D.L.O HEIGHT- PANEL HEIGHT- 9.5" 3. PANEL HEIGHT = FRAME HEIGHT- 2" Appros•ed W complying wish tha Florida Building Cork Dolc Ot�r PSi�2el S NOAM 14. 1e71•14 Miami bade Product Control 7500 AMSTP.RDAM DRIVE Wi11D001: ORLANDO, FL 32832 INCORPORATED p1ioiv447.l'�°0 p...48.as105os mvw.windoorinucom SERIES 8100 SLIDING GLASS DOOR REINFORCED LARGE MISSILE IMPACT - HVHZ NOTES ".w.i. DWG NO. RI V.L. 08-02259 SCALE NTS °ATE 12 11/13 sNEEr1 OF 24 SIGNED:09/28/2015 \\\II111111// `\\�J\g R. L d y/��i " *afAlf�l("GohW�* SINGLE PANEL WIDTH REVISIONS INTERIOR REVDESCRIPTION POCKET A REVISED PER MD COMMENTS UNDER SEPARATE B REVISED PER MD COMMENTS APPROVAL EXTERIOR SINGLE PANEL WIDTH MAX 356 13/16" OVERALL FRAME WIDTH 52 1/4" 61 1/4" MAX D.L.O. Q MAX PANEL WIDTH B WIDTH I 6 M PANEL REINFi REINF. REINF. I REINF C HEIGHT O — — 144" FRAMEMAX L 1321/2" UNDER MAX SEPARATE D.L.O. APPROVAL HEIGHT �� / TO BE REVIEW I I I BUILD NEG BY OFFICIAL DATE APPROVED 03/06/14 R.L. 08/13/14 R.L. A B 6 6 ADpto,,d M complying with tW ca°lode CZ - SERIES WOO SLIDING GLASS DOOR DOUBLE REINFORCED 2 TRACK (XXXXXXP) NOAN�`l` - Miami Pods 14oduc�1Cotdm`l EXTERIOR VIEW UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS WITH OR WITHOUT POCKETS, AAEAPPROVED By AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM TESTED PANEL SIZE (H X W) AND USES VERTICAL CONDITIONS AS SHOWNAND NOT TO EXCEED FRAME AREA: 356 13/i6° FRAME WIDTH BY 144" FRAME HEIGHT. FOR UNITS INSTALLED INTO MASONRY/CONCRETE OR FOR UNITS INSTALLED INTO MASONRY/CONCRETE FOR UNITS INSTALLED INTO WOOD SUBSTRATE METAL SUBSTRATE FOR UNITS INSTALLED INTO WOOD SUBSTRATE OR METAL SUBSTRATE REINFORCED UNIT W/3" (#30) OR 3 1/2' (#31) SILL RISER REINFORCED UNIT W/2 1/4" #32 SILL RISER REINFORCED UNIT W/3' (✓130) OR 31/2" (g31) SILL RISER REINFORCED UNIT W/2 1/4° (1132) SILL RISER DESIGN PRESSURE RATING IMPACT RATING ±70.OPSF LARGEAND SMALL MISSILE IMPACT IGN PRESSURE RATING IMPACT RATING +50.0%70.OPSF r LARGEANDSMALL MISSILE IMPACT DESIGN PRESSURE RATING IMPACT RATING ±60.OPSF LARGE AND SMALL MISSILE IMPACT DESIGN PRESSURE RATING IMPACT RATING +50.0%60.OPSF LARGEANDSMALL MISSILE IMPACT SIGNED: 09/28/2015 FOR ADDITIONAL SIZES 7500,WSTF.RDAMDRIVE WinD o o r FL 32832 SEE SHEET 12A ORLINDO, P"°�"°,"'tg"°° .�� J••'�EIV°'.'9 �. INCORPORATED Fax CM.481A505 www,wiDdoodnccom � V; �\'. s � *..• //��0 61 *! SERIES 8100 SLIDING GLASS DOOR REINFORCED LARGE MISSILE IMPACT - HVHZ = dye rE a 2 TRACK ELEVATION ;:-A • $TAT OF , ipj; �� [OPAWN:1 DWO NO. 08 REV B WEEP HOLE LOCATIONS:/ 1 6" HOLES FROM EACH END AND 60" O.C. lC ,JJ,sRONA11�?�\\\ s0022590F 24 � � TS DATE12/11 /13 THROUGH SILL LEG.6" SINGLE PANEL WIDTH 68 67 INTERIOR EXTERIOR SINGLE PANEL WIDTH 67 68 MAX 362 7/8" OVERALL FRAME WIDTH 52 1 /4" /� '{ 61 1 /4" D.L 0MAX. / D\ I M WIDTH AX EL i- E 142" MAX F PANEL 144" HEIGHT 10 MAX --FRAME HEIGHT 132 1/2" MAX D.L.O. HEIGHT REINIF. II REINF. REINF. REIIJF. ° SERIES 8100 SLIDING GLASS DOOR DOUBLE REINFORCED 3 TRACK (OXXXXX) EXTERIOR VIEW UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS WITH OR WITHOUT POCKETS, ARE APPROVED AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM TESTED PANEL SIZE (H X W) AND USES VERTICAL CONDITIONS AS SHOWN AND NOT TO EXCEED FRAMEAREA: 362 7/8'FRAME WIDTH BY 144' FRAME HEIGHT. FOR UNITS INSTALLED INTO MASONRY/CONCRETE OR FOR UNITS INSTALLED INTO MASONRY/CONCRETE METAL SUBSTRATE FOR UNITS INSTALLED INTO WOOD SUBSTRATE REINFORCED UNIT W/3" l#30) OR 3 f/2° () SILL RISER OR METAL SUBSTRATE REINFORCED UNIT W/3" (N30) OR 3 1/2' (#31) SILL RISER #31 RFINF(1R/`F!7 /INIT W/91/21"/iL791 .S11I RIRFR DESIGN PRESSURE RATING IMPACT RATING t70.OPSF LARGEAND SMALL MISSILE IMPACT DESIGN PRESSURE RATING IMPACT RATING +50.0%70.OPSF LARGE AND SMALL MISSILE IMPACT DESIGN PRESSURE RATING IMPACT RATING fSO.OPSF LARGEANDSMALL MISSILE IMPACT FOR ADDITIONAL SIZES SEE SHEET 12A REVISIONS REV I DESCRIPTION I DATE APPROVED A REVISED PER MD COMMENTS 03/O6/14 R.L. 8 1 REVISED PER MD COMMENTS 08/13/14 1 R.L Appmvcd = mmplyinS with the Florida Bwldine Coda notNOAo\O .1/-j M Dade Pmdutt CO-1101 By FOR UNITS INSTALLED INTO WOOD SUBSTRATE REINFORCED UNIT W12 1/4" (#32) SILL RISER DESIGNPRESSURERATING IMPACT RATING +50.0%60.OPSF LARGEANDSMALL MISSILE IMPACT SIGNED: 09/28/2015 W]11D o or 7"' AMS'TERDAM DRIVE ORLANDO, FL 32832 INCORPORATED P=4-7'�W1A400 Par 401ABID50.5 www.windooxinc.com SERIES 8100 SLIDING GLASS DOOR REINFORCED LARGE MISSILE IMPACT - HVHZ 3 TRACK ELEVATION V.L. I 08-02259 SCALE NTS IDATE 12/11/13 1 SHEO3 OF 24 51 13/16" MAX D.L.O. 142" / MAX J PANEL 144" HEIGHT 11 MAX ° FRAME HEIGHT 132 1/2" MAX D.L.O. HEIGHT i MAX 356 13/16" OVERALL FRAME WIDTH 58 15/16" MAX PANEL H WIDTH G 8 8 I — REINFI REINF. REINF. REINF. ° �Ij I X� I X �I i II ii I i t IN, POCKET UNDER SEPARATE APPROVAL TO REVIEWEDBY E D BUILDING OFFICIAL SERIES. 8100 SLIDING GLASS DOOR DOUBLE REINFORCED 4 TRACK (OOXXXX) EXTERIOR VIEW UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS WITH OR WITHOUT POCKETS, ARE APPROVED AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM TESTED PANEL SIZE (H X W) AND USES VERTICAL CONDITIONS AS SHOWN AND NOT TO EXCEED FRAMEAREA: 35613/16" FRAME WIDTH BY 144" FRAME HEIGHT. FOR UNITS INSTALLED INTO MASONRY/CONCRETE OR FOR UNITS INSTALLED INTO MASONRY/CONCRETE METAL SUBSTRATE OR METAL SUBSTRATE REINFORCED UNIT W13" (00) OR 3 1/2" (l131) SILL RISER ormrrnorcn r twr uu o 11— room en r .tern DESIGN PRESSURE RATING IMPACT RATING ±70.OPSF LARGEANDSMALL MISSILE IMPACT DESIGN PRESSURE RATING IMPACT RATING +50.0%70.OPSF LARGEANDSMALL MISSILE IMPACT FOR UNITS INSTALLED INTO WOOD SUBSTRATE FOR UNITS INSTALLED INTO WOOD SUBSTRATE REINFORCED UNIT W/ 3" (N30) OR 3 112" (N31) SILL RISER REINFORCED UNIT W121/4" (k32) SILL RISER DESIGN PRESSURE RATING IMPACTRATING ±60.OPSF LARGEAND SMALL MISSILE IMPACT DESIGN PRESSURE RATING IMPACTRATING +50.0%60.OPSF LARGEANDSMALL MISSILE IMPACT FOR ADDITIONAL SIZES SEE SHEET12A REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER MD COMMENTS 03/06/14 R.L B REVISED PER MD COMMENTS 08/13/14 R.L. ApPtoned m complyingwi* tha . plonda BuddinBC 14 Dote n \ Muni Dede Ptod Comm' BY Is�ka� SIGNED: 0912812015 DRM WinD o or OORLANDO, FL328322 1P, ve""eamc81A41D t\��rj "GE�(n INCORPORATED Fu.07."IASOS + vw.wlndootin—m ` �/�•y\... Ull SERIES 8100 SLIDING GLASS DOOR REINFORCED k• D LARGE MISSILE IMPACT — HVHZ =.o� 4 TRACK ELEVATION 'A�•• TAT rOF •�_�tuJ� �i'�F• �[OR1�P' ��'�� ` ��iMZONA11 DRAWN: owD No. 08 REV B V.L. � s022590F 24 NTS DATE 12/11/13 BILL OF 1 FSOZ068 2 FSO2067 LI 2TFRAMEJAMI t-KAIVIttltAL 3 S44116 2TSILLPAN 4 544122 2TSILLINSERT 5 F502180 3T FRAME HEAT 6 FS02181 3TFRAMEJAM 7 544123 3TSILLPAN 8 S44117 3TSILLINSERT 9 FS02071 4T FRAME HEA 10 FS02070 4TFRAMEJAN 11 S4411B 4TSILLPAN 12 S44124 4TSILLINSERT 13 FS01882 FRAMEHEADI 14 FS01883 FRAMEJAMBI u FHnlmg TOP RAIL 19 24 F504754 25 FSO4755 26 FS02726 27 F504477 28 F502173 29 F504476 30 FH03653 31 FH03654 32 FH03655 33 FH05391 34 FH03569 35 IFHO3570 36 FH05045 37 FH03916 38 FH03569 39 F503656 142 0 TFHO1878 414 1 HO1877 43 P1046 44 1988-90( BUTT S ERJAN I STILE I I STILE I JAMB I (STRIP (STRIP C STRI P .L RISEF " SILL R "SILLR P_ REINFORCEMENT BAR FULL REINFORCING BAR FI INFORCING BAR FULL HALE BUTT STILE REINF :NTINTERLOCK REINF 2EINFORCING BAR FUI HANDLESET LIZONTAL GLASS STOP TICAL GLASS STOP ,ZINGVINYL ROLLER NT MnRTISE LOCK & N OFFSET FULL N UM 6063-T6 NUM 6063-T6 NUM6063-76 48 NPG NUM 6063-T6 q9 LC5066-I NUM 6063-T6 I50 W33351' NUMGD63-T6 I51 W33221 NUM6063-T6 52 W13141 NUM 6063-T6 53 P7569AI INUM6063-T6 54 131020 NUM6063-T6 55 131018 NUM6063-T6 56 131017 INUM6063-T6 57 INUM6063-T6 58 131011 INUM6063-TS 59 131008 INUM6063-16 60 131007 IINUM6063-T6 IINUM 6063-TS 1 61 62 131009 131004 JM 6063-T6 63 JM 6063-T6 64 JM 6063-T6 65 UM 6053-T6 66 UM 6063-T6 67 UM6063-T6 68 UM 6063-T6 69 UM 6063-T6 UM 6063-T6 UM 6063-T6 UM 6063-T6 UM 6063-T6 IUM 6063-T6 IUM 6063-T6 IUM 6063-T6 JUM 6061-T6 JUM 6061-T6 JUM 6005-TS IUM 6005-T5 VUM 6061-T6 �EE -T6IM 6063-T6 REVISIONS DESCRIPTION REVISED PER MD COMMENTS REVISED PER MD COMMENTS 3ATESNAP IN EAL 0,187" X 0.350" EAL 0.187" X 0.240" EAL 0.187" X 0.140" TPAD 1.244"XO.500"X2.: 5/8" P H TYP E A 410 SS SCI 3/8" PHTYPE S SS 1B-8 SC 1/2" PH TEK SCREW 3/4" PH SELF DRILLING SC 2" FH TEK 410 SS SCREW X 3/4" PH TEK SCREW X 3/4" FH TYPE F SS 18-8 S X 3/4" FH TEK 410 SS SCRE X 11/4" TYPE F SS SCREW X 21/2" FH SMS DATE I APPROVED 03/O6/14 R.L. OB/13/14 I R.L. 552 UKhIHANttALALvl -`-- 00 HEAD COVER KEYMARK!ALL MINUM6061-T6 !208 SILLCOVER KEYMARK AWMINUM6061-T6 74 IJAMB COVER 9/16" .090" SENTRYGLAS BY DUPONT .RIpro%.cd as MmPlying with Lha 1/4" HS FkuiJa Ro dg S nat� 1 4" HS / INTERIOR NOAV %4-615K WL - Miami Da& Pmdud Comrul EXTERIOR 43 By 42 OR 41 66 3/4" BFFE 41 66 GLA2! 64 G DETAIL SIGNED: 0912812015 7500AMSTERDAMDRIVE WinDoor FL 32832 \ \111111// ORLANDO, rno,�em.aelawo \\\ • \\ J�9fS i INCORPwORATED r,.:amaeEams windoorint.com i SERIES 8100 SLIDING GLASS DOOR REINFORCED 1��•/� 0 61 :: �* LARGE MISSILE IMPACT — HVHZ Z.ps�Slf2` B.O.M. & GLAZING DETAIL TAT OF. ��•�ORI . %Sj�iA1 IIIIII DRAWN: DWG NO. 08-02259 EV RB EEr5 OF 24scrENTS 1/1V.L. DATE / 2 TRACK FRAME FOR ILLUSTRATION PURPOSES ONLY FOR INSTALLATION DETAILS REFER TO SHEETS 13 - 15 RISER NOTE I THIS PAGE 30 OR 32 eVERTICAL CROSS SECTION 6 2-TRACK FRAME OPERABLE PANELS SHOWN REVISIONS llmmP110N REVISED PER MD COMMENTS REVISED PER MD COMMENTS SEE NOTE 3 THIS PAGE DATE APPROVED 03/O6/14 R.L. OB/13/14 R.L. L l NOTES: 1. UNITS MAYBE INSTALLED WITH 2 1/4" RISER, ITEM 32, 41 3 1/2" RISER, ITEM 31, OR 3" RISER, ITEM 30. SEE U ER RATING-LIMITATIONS-IN-SHEETS-2-THROUGH-4— INTERIOR 2. INSTALL SILL INSERTS ITEMS# 4, 7 & 12, USING EXTERIOR SCREW ITEM 55 3" FROM EACH CORNER AND 18"'MAX A aa O.C. 3. INSTALL ITEM 13 AT IN THE EXTERIOR RAIL POCKET WHEN THE VERTICAL CONDITION IS INTERLOCK OR BUTT F/� STYLE. FT f 1 tit SEE SILL RISER NOTE 1 THIS PAGE e6VERTICAL CROSS SECTION 2-TRACK FRAME OPERABLE PANELS SHOWN ;Jus mmPlYi^8 wish 4hc FIo4iJu Building Cak NOA„ ,� e,o-, .,� Miami Dade P.Oc,t 9Y 1 J SEE NOTE 2 .. THIS PAGE SIGNED: 0912812016 ORLANDO7500 PPDL 2832 E WinDoor 750 \1111I.I//� INCORPORATED gli0"7.01.08100 Pm J01,4BI.Q505 �vvmvrindoo:inctom 1 \ V •�,\0 E Ni�s '�i SERIES 8100 SLIDING GLASS DOOR REINFORCED = * . 0AT6�1 � ��* LARGE MISSILE IMPACT - HVHZ 2 TRACK VERTICAL CROSS SECTIONS = ptiGifNT++u'�\ i�0 8 �O�F i0"�. DRAWN: DWG NO. REV /�s. �OR1�P'�\\\\�' V.L. 08-02259 B ////S�ONA siEET6 �I��N SCALE NTS DATE 12/11/13 OF 24 Eh 3 TRACK FRAME FOR ILLUSTRATION PURPOSES ONLY FOR INSTALLATION DETAILS REFER TO SHEETS 16 - 18 NOTE 3 ET6 INTFGI(7R e7 VERTICAL CROSS SECTION 3-TRACK FRAME FIXED/OPERABLE PANELS SHOWN (SEE NOTES IN SHEET 10) OTE1 48 SEE NOTE 3 U SHEETIO SEENOTE3 16 SHEET6 64 i13 66 Q FOR FIXED PANEL ATTACHMENT TO FRAME 41 43 OR OTHER PANELS INTERIOR SEE -HORIZONTAL EXTERIOR CROSS SECTIONS SHEETS 10 AND 11 43 AND NOTES IN SHEET 10 41 66 64 SEE SILL RISER NOTE 1 44 SHEET6 18 SEE NOTE 3 I 31 R 3D R 32 SHEETIO REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER MD COMMENTS 03/06/14 R.L. B REVISED PER MD COMMENTS 08/13/14 R.L. )TE 3 .6 INTERIOR DOTE 1 CROSS SECTION eE VERTICAL CROSS SECTION VERTICAL 7 3-TRACKFRAME S OPERABLE PANELS SHOWN ABLE PANELS FIXED PANEL SHOWN (SEE NOTES IN SHEET 10) SIGNED: 09/28/2015 7500AA1STSRDAMDRIVL+ WinDoo� ORI.ANDO,FL32832 \ Approved w complying wish the P, MIABt.. INCORPORATED F=10T.191AW3 wv ,wiodoorinc.com \�\\.�S . J . 'G E N ` V,'ti\' S� Florida Boi din Code Irate I. t`S SERIES 8100 SLIDING GLASS DOOR REINFORCED =1k•////��Dr861 _ �� NOAxt�F—o1o7•ty Miami [>ade Prodod Coot I LARGE MISSILE IMPACT — HVHZ 3 TRACK VERTICAL CROSS SECTIONS —,p+ftlril TAT OF tq`. IIy 0. //��R��P•�\\\��... DRAWN: DWG N0. REY v.L. 08-02259 e ��i sI0NA4 ��\\� ////1111111\\\\\ SCALE NTS DATE 12/11/13 SHEET OF 24 SEE SHE 4 TRACK FRAME FOR ILLUSTRATION PURPOSES ONLY FOR INSTALLATION DETAILS REFER TO SHEETS 19 - 22 NOTE2 ET e$VERTICAL CROSS SECTION 4-TRACK FRAME OPERABLE PANEL SHOWN SEE NOTE SHEET 10 EXTERIOR SEE NOTE 3 SHEET IO l °J SEE NOTE 3 SEE NOTE SHEETS SHEETS 64 66 FOR FIXED PANEL ATTACHMENT TO FRAME C 3 OR OTHER PANELS SEE —HORIZONTAL INTERIOR CROSS SECTIONS EXTERI SHEETS 10 AND 11 AND NOTES IN SHEET 10 44 SEE SILL RISER NOTE 1 REVISIONS — DESCRIPTION DATE JAP IFl REVISED PER MD COMMENTS 03/06/14 R.REVISED PER MD COMMENTS 08/13/14 R.I Approved m camPlying w,R- IL - Florida Railding Cod. Datc NOAu_ 1 0 • I III ILA °" III SEENOTE 2 SHEE�6E2 E III IIUU SHEET 6 eVERTICAL CROSS SECTION e VERTICAL CROSS SECTION $ 4 TRACK FRAME $ 4 TRACK FRAME OPERABLE PANEL SHOWN (SEE NOTES IN SHEET 10) FIXED PANEL SHOWN (SEE NOTES IN SHEET 10) SIGNED: 0912812015 WiriDoor 7500 ORLANDO�PL328RDAM9,2� \\`\\ 1VE R IICi0��i/ .. / 1NCORPORATLD V.400�1A50S www.windootinc.com \VJ'0 0 SERIES 8100 SLIDING GLASS DOOR REINFORCED LARGE MISSILE IMPACT - HVHZ -{! (�(�r 4 TRACK VERTICAL CROSS SECTIONS , TAT OF .,,. C ///�ss �ORI�P;G'`�\�\ DWG NO. REV DRAWN: 08 02259 s DATE SHEET8 OF 24 SCALE NTS 12/11/13 w LOCK STILE F-9 I 25 I 51 C __a EXTERIOR BUTT STYLE INTERLOCK INTERLOCK ' INTERLOCK MHORIZONTAL CROSS SECTION 9 2.TRACKW/EXTERIOR POCKET STRIP MOUNTXXXXXXP EXTERIOR POCKET STRIP FOR ILLUSTRATION PURPOSES ONLY FOR INSTALLATION DETAILS REFER TO SHEETS 13 - 22 REVISIONS REV DESCRIPTION A REVISED PER MD COMMENTEEWWJ B REVISED PER MD COMMENTS 08/13/14 R.L. I FEMALE EXTERIOR OFFSET MALL tX rtnl U1Urrac.— — POCKET .,Proved av com,IY[na with the UNDER Florida Briddin Code SEPARATE APPROVAL ML mi Dade Pcodntt CaNm1 SEE SHEET 22 FOR SUBSTRATE INFORMATION SIGNED: 0912812015 VE WinDoor ORLANDO FFLL3 83� INCORPORATED u.:.w1e'os wwm vindoodnc.com = �,'�\G�MS�', llt�'i� SERIES 8100 SLIDING GLASS DOOR REINFORCED A =>+t• 0y�OF LARGE MISSILE IMPACT -. HVHZ 2 TRACK HORIZONTAL CROSS SECTIONS =.plvl(a� ��o STAeuz j�e0F4fct0RID'"-gA�� V.L. DWG NO. 08-02259 aLv B ��s/ONA1.��\�`� ��Ijllllllll��\\ SHEETS SCALE NTS DATE 12/11/13 OF 24 I INTERI QF HORIZONTAL CROSS SECTION jQ 3-TRACKOXXXXX ®C IIr .i � � 1.•LU�i�JIll S� FOR ILLUSTRATION PURPOSES ONLY FOR INSTALLATION DETAILS REFER TO SHEETS 16 - 18 B9 RIOR 67 68 REVISIONS DESCRIPTION DAIE APPROVED REVISED PER MD COMMENTS 03/06/14 R.L. REVISED PER MD COMMENTS OB/16114 R.L. FIXED PANEL ATTACHMENT NOTES: 1. TO ATTACH AN INTERMEDIATE FIXED PANEL TO ANOTHER PANEL USE ITEM #57 AND LOCATE 6" FROM TOP AND BOTTOM AND AT 1/3 POINTS OF STILE (44" MAX. O.C.). 2. TO ATTACH A FIXED PANEL TO FRAME JAMB USE ITEM #33 AND ITEM #57. LOCATE Z—CLIP (ITEM#33) 6" FROM TOP AND BOTTOM AND AT MIDDLE OF PANEL. SEE DETAIL IN SHEET 11. 3 ATTACHTo FIXED PANEL DPANEL S ) ITEM #57AND LOC TE12" FROMHEADANDSILL AND 18 1/2" O.C. 4. HEAD ITEM #67 AND SILL COVER ITEM #68 SHOWN AS REFERENCE ONLY. COVER TO BE INSTALLED AS NEEDED AND AS REQUIRED AT FINAL INSTALLATION TO SECURE FIXED PANELS. INTERLOCK EXTERIOR INTERLOCK BUTT STILE SIGNED: 0912812015 7500AMSI'ERDAMDRIVIi �� \\�)\S 5� I-ILIp/'/�,/ .N,.?�,9 ORLANDO,FL32832 J\�,C � TED wiaepi.eoso mvw.windoorinacom `\N = V•'y\ S�.',� ; SLIDING GLASS DOOR REINFORCED _� *• . 0y� 61 E MISSILE IMPACT — HVHZ HORIZONTAL CROSS SECTIONS R14TS- —�' 1 TAT6 OF w, i%3 • S E 0 ��•��ORIDP •.,�\;\ /��S70N V'TE DWG N0. 08-02259 REV B 1E 12/11 113 SHEETIO OF 24 SEE Z—CLIP DETAIL THIS SHEET (MIN. 3 REQUIRED) AND NOTES SHEET 10 INTERIOR FIXED PANEL ATFRAMEJAMB . / SEE NOT' 3 "' ' 9 U EXTERIOR L°'J.°9' SNEET �0 SEE NOTES SHEET 10 INTERLOCK BUTT STILE INTERLOCK INTERIOR 1 INTERMEDIATE FIXED PANEL 40 40 I So L 388 g4 38 0 q D 59 84 56 � I__I INTERLOCK FEMALEOFFSET MALEOFFSET BUTTSTILE BUTTSTILE HORIZONTAL CROSS SECTION 11 4-TRACK W/ INTERIOR MOUNTED POCKET STRIP OOXXXXP FOR ILLUSTRATION PURPOSES ONLY FOR INSTALLATION DETAILS REFER TO SHEETS 19 - 22 REVISIONS DESCRIPTION DATE APPROVED E REVISED PER MD COMMENTS 03/06/14 R.L. REVISED PER MD COMMENTS 08/13/14 R.L. Appmsed as complying with th, v 43 FF1.1daBWodi- FRAME JAMB NOAN /4-o O ,•/t/ \ Mimai Dade product Comrol \ FIXED PANEL STILE I Z CLIP ATTACHMENT DETAIL (3) CLIPS USED l LOCATE CLIPS 6"FROM 28 27 TOP AND BOTTOM AND AT 3 MIDDLE OF PANEL SEE SHEET 22 5 � FOR SUBSTRATE 36 38 fib 64 42 43 24 48 POCKET 28 UNDER 51 SEPARATE S APPROVAL C 64 66 18 L 46 INTERIOR MOUNTED POCKET STRIP I 25 66 38 53 61 19 36 j INTERLOCK EXTERIOR I f I SIGNED: 0912812015 DRIVE`\`\�J ZXIinDoo oR o,�ADR 51G IILl/D/ INCE7R ORATED p mai"d00ENS'• P•-aDssal.asos wm 9 �f SERIES 8100 SLIDING GLASS DOED *' 0J'6•LARGE MISSILE IMPACT —�a4 TRACK HORIZONTAL CROS�q0 TAT OF tV�DRAWN: REV V.L DWG NO. 08-02B S'SD�A1,SCALE NTS DATE 12/11/13 SHE REVISIONS DESCRIPTION DATE APPROVED REVISED PER MD COMMENTS 03/06/14 R.L. REVISED PER MD COMMENTS 08/13/14 R.L. 357 1/16" MAX FRAME WIDTH (POCKET) 362 7/8" MAX FRAME WIDTH (NON —POCKET) HEAD 8" MAX TYP INTERLOCK INTERMEDIATE 4" MAX TYP 18„ 24" MAX CLUSTER O.C." MAX 6" MAX STILE MAX • T.P CLUSTER 6 MAX — 22„ MAX O.C. 144" MAX FRAME HEIGHT X' X 3 AND SEE STRIP HOOK RIP ANCHORING DETAIL SHEET 12A - POCKET X X X X UNDER SEPARATE APPROVAL I Flo dacd co& with l.: N_All L _ o .ly TO BE Miaw Dade ft&l i Cartlul REVIEWED I BY ur —r BUILDING OFFICIAL ANCHORS TO BE EQUALLY SPACED (2) ANCHORS � 6" MAX 4" MAX Ty P STILE CLUSTER PER LOCATION 8„ MAX nP SILL ANCHORS SEE CHART #1 INTERMEDIATE (SEE LAYOUT FOR NUMBER OF INTERLOCK SHEET 12A) ANCHORS REQUIRED CLUSTER ANCHORING LAYOUTS ANCHORS UNITS WITH POCKETS AND WITHOUT POCKETS APPLICABLE TO ALL CONFIGURATIONS INTERLOCK CLUSTER ANCHORS (2) ANCHORS PER LOCATION SEE CHART #2 FOR NUMBER OF ANCHORS REQUIRED (SEE LAYOUT SHEET 12A) SIGNED: 0912812015 750DAMSTERDAlfDRTV8 WinDoor ORLANDO,FL32832 'w iaTA87A/1.a505'wWN.WlOa00/IRC.CAOl INCORPORATED M 1.0;;a SERIES 8100 SLIDING GLASS DOOR REINFORCED LARGE MISSILE IMPACT - HVHZ ANCHORING LAYOUTS TAT OF �4"iZZ ��jss/0NA1 IIIIII\ DRAWN: V.L. DWG N0. GB-02259 REV B ISH 12 OF 24 SCALE NTS JDATE 12/11/13 CHART #1 .4FF NOTFS BELOW Number of anchor loco Oenarequired at Intermediate head, Intermediate sill and)embs 2 anchora er location required) Frame Single Panel Width (In) Height 24.0 30.0 36.0 42.0 48.0 54.0 6f.25 (In) 84.0 H&S IJamb 1 I 5 HBS 1 Jamh I 5 H&S liamD 1 5 I 1 Jamb I 5 H&S lj.Mb 1 5 H&S 2 Jamh 5 H6S 2 Jamb 6 90.0 1 5 1 S 1 5 1 6 1 6 2 5 2 5 1 6 1 5 1 6 1 8 1 8 1 6 1 0 1 6 1 8 1 1 k 1 6 t 6 1 6 1 86 1 7 1 7 1 7 1 7 1 7 2 7 2 7 13ZO 1 7 1 7 1 7 1 7 1 7 2 7 2 7 138.0 1 7 1 1 1 7 1 7 1 7 2 7 2 7 144.0 1 7 1 7 1 7 1 7 1 7 2 7 2 7 CHART #2 Number of anchor locations required at Inferlock/stile cluster 2anchors erloca6onsrequired) Frame Height Single Panel Width (in) (In) 24.0 30.0 36.0 42.0 F48.0 -64.0- -61.25" " 84.0 2 2 2 3 3 3 3 90.0 2 2 3 3 3 3 3 96.0 2 2 3 3 3 4 4 102.0 2 3 3 3 4 4 4 108.0 2 3 3 3 4 4 4 f14.0 2 3 3 4 4 4 5 3 3 3 4 4 5 5 3 3 4 4 4 5 6 E20. 3 3 4 4 5 3 3 4 4 5 6 6 3 4 4 5 5 6 8 GHAH 1 #3 umber ofsingle anchor locafionsrequired at hook strip Frame Single Pane [Width ( n Height (in) 24.0 1 Hook IHooX 30.0 lHook 98.0 irlook 42.0 46.0 Hook 54.0 Hook 61.25 Hook Boo 8 1 8 1 8 8 8 8 8 90.0 9 9 9 9 9 9 9 86.0 9 9 9 9 9 9 8 toz.0 10 10 10 10 10 t0 10 108.0 10 10 10 10 10 10 10 114.0 11 it 11 11 11 11 1'1 120.0 11 11 11 11 11 11 11 126.0 12 12 12 12 12 12 12 1320 12 12 12 12 12 12 138.0 13 13 13 13 13 13 13 144.0 13 13 13 13 13 13 13 4" MAX 4" MAX 2 3/8" MAX SEPARATION 4" MAX I VERTICAL CONDITION '(LOCK STILE/INTERLOCK 4' MAX CLUSTER DETAIL (HEAD/SILL) 2 TRACK POCKET UNDER SEPARATE APPROVAL 4" MAX --I h- HOOK STRIP ANCHORING DETAIL NOTES: 1. DOORS MUST COMPLY WITH MINIMUM EGRESS REQUIREMENTS PER FBC, ASAPPLICASLE. 2. EXAMPLE FOR ANCHORS FOR MULTI -PANELS: MAX FRAME W1DTH.35613116' (POCKET); MAX FRAME WIDTH462 718" (NON -POCKET) SIZE: 54' (PANEL) X 126' (FRAME HEIGHT) HIS INTERMEDIATE. 2 (LOCATIONS) X 2 (ANCHORS) =4 TOTAL JAMB = 7 (LOCATIONS) X 2 (ANCHORS) =14 TOTAL POCKET JAMB - 12 (LOCATIONS) X 1 (ANCHOR) = 12 TOTAL +2 CORNER (SILL) +2 CORNER (HEAD) -16 TOTAL INTERLOCK/S77LE LOCKS - 5 (LOCATIONS) X 2 (ANCHORS) =10 TOTAL 3. H&S = HEAD AND SILL INTERMMEDIATEANCHORS 4. TOTAL NUMBER OFANCHORS REQUIRED IS TWICE THE NUMBER OF ANCHORS IN CHART # 1 AND CHART #2. 6" MAX REVISIONS DESCRIPTION REVISED PER MD COMMENTS REVISED PER MD COMMENTS 4" MAX 4" MAX 4 3/4" MAX SEPARATION -1 .ipprorsd w complying with the 11" MAX O.0 Florida com 11 Dele io $ - ANCHORS TO BE aY f519 N. EQUALLY SPACED (1) ANCHOR 4" MAX PER LOCATION 4" MAXtL SEE CHART #3 FOR NUMBER OF ANCHORS REQUIRED MAX 7 1/8" MAX SEPARATION DATE APPROVED 03/O6/14 R.L. 08/13/14 R.L. VERTICAL CONDITION (LOCK STILE/INTERLOCK 4" MAX 4" MAX VERTICAL CONDITION (LOCK STILE/IINTERLOCK AX F- 4" MAX CLUSTER DETAIL (HEAD/SILL) 4TRACKSYSTEM SIGNED: 0912812015 7500ANISTERDAMDRIVE WinD o or PL 32832 \011111;)/)/// ORLANDO, rn arrlbt.94oe INCORPORATED F.�wtrafasos amw.windoorinccom .. J • 9 /: SERIES 8100 SLIDING GLASS DOOR REINFORCED *• * T •' LARGE MISSILE IMPACT - HVHZ (4y�j�61 d �' ANCHORING LAYOUTS TAT OF. DRAWN: DING N0. 59 REV B /� • IQ G\ ,4//ss,ONA 08 �11IE�\\��. S02 SCALE DATE NTS 12/11/13 12A OF 24 1" MINIMUM EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS SEE NOTES 2,5 SHEET 1 BACKER ROD & APPROVED SEALANT 1/4" CUT THREAD J WOOD SCREW SEE NOTE 14 SHEET 1 EXTERIOR 2 3/8" MAX SEPARATION _ 5/8" MIN. EDGE DISTANCE 1 7/16" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE NOTE 1, SHEE' 6 1/4' CUT THREAD WOOD SCREW SEE NOTE 14 SHEET 1 BACKER ROD & APPROVED 1/4" MAX. SEALANT SHIM SPACE WOOD FRAMINGA OR 2X BUCK i� 1, 1 7/16" MIN. BY OTHERS EMBEDMENT SEE NOTES 215 SHEET 1 1" MINIMUM I_ __� 2 3/8" MAX EDGE DISTANCE SEPARATION VERTICAL CROSS SECTION 2-TRACK WOOD FRAMING OR 2X BUCK INSTALLATION STANDARD RAIL SHOWN TALL RAIL SIMILAR 1 7/16' MIN EMBEDMENT i 1" N- EDGE DISTANCE 2 3/8" MAX 1" MIN EDGE DISTANCE DATE APPROVED K 442i D3/O6/14 R.L. 08/13/14 R.L. 1 /4" MAX. SHIM SPACE 1/4" CUT THREAD WOOD SCREW SEE NOTE 14 I1� SHEET 1 INTERIOR EXTERIOR L BACKER ROD WOOD FRAMING & APPROVED \� OR 2X BUCK SEALANT BY OTHERS SEE NOTES 2.5 SHEET 1 JAMB INSTALLATION DETAIL 2 TRACK WOOD FRAMING OR 2X BUCK INSTALLATION Approved m complying with tfw NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT eIodda Buildingde Co pye c \1\� SHOWN FOR CLARITY. 2. PERIMETER AND II4"MAX. JOINT SEALANTBYOTHERS i 1OM 1 GtiC, I `I MLOWDells RodtaxC.=I TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 8y ` [ 1 M '\' 7500 AMSTERDANI I DRIVE WinDo ORLANDO, FL 32832 INCORPORATED rm .4BIM5'�00 I'ml07ASIA mvw. vindoorincmm SERIES 8100 SLIDING GLASS DOOR REINFORCED LARGE MISSILE IMPACT — HVHZ 2 TRACK INSTALLATION DETAILS DRAWN: DWG NO. RI V L 08-02259 SCALE NT$ DATE 12/11/131SHEEFI3 OF 24OF 24 SIGNED: 0912812015 NNN� R J.L . L` S9;40F'-7'-', ,�� I" MIN. 2 3/8" MAX EDGE DISTANCE � SEPARATION r METAL STRUCTURE BY OTHERS (SEE NOTES 16 AND 18D) BACKER ROD & APPROVED SEALANT EXTERIOR BACKER'ROD " — Jc -- APPROVED 1/4" MAX. SEALANT —L SHIM SPACE METAL —T STRUCTURE BY OTHERS (SEE NOTE 3 THIS PAGE) 238 MAX L-1 EDGE D SITANCE SEPARATION VERTICAL CROSS SECTION 2-TRACK METAL STRUCTURE INSTALLATION STANDARD RAIL SHOWN TALL RAIL SIMILAR 1/4" MAX. SHIM SPACE #14 SMS OR SELF DRILLING SCREW SEE NOTE 16 & 18D, SHEET 1 INTERIOR NOTE 1, SHEET6 #14 SMS OR SELF DRILLING SCREW 1IM MAX. SHIM SPACE 1" MIN. EDGE DISTANCE 2 3/8" MAX —SEPARATION I 1" MIN. EDGE DISTANCE REVISIONS REV �DESCRIPTIQN APPROVED A REVISED PER TS �DATE 6/14R.L. D REVISED PER MD COMMENTS OB/13/14 R.L. #14 SMS OR SELF DRILLING SCREWS SEE NOTE 16 & 18D, SHEET 1 INTERIOR EXTERIOR METAL BACKER ROD STRUCTURE & APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL 2-TRACKMETAL STRUCTURE INSTALLATION PprovBuMmg CoYde B With the FWde Delp o t NOTES: NOM o b .ly 1. INTERIOR AND EXTERIOR FiNfSHES, BY OTHERS, NOT Mimd D- FmyM Conwl SHOWN FOR CLARITY. 2. PERIMETER ANDI/4"MAX. JOINT SEALANT BY OTHERS TO By �6k. I•rsn BE DESIGNED IN ACCORDANCE WITH ASTM E2112. 3. STRUCTURAL ADEQUACY OF METAL SUBSTRATE TO BE VERIFIED AND REVIEWED BY BUILDING OFFICIAL. 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EDGE 1/4" TAPCON BACKER ROD DISTANCE ° & APPROVED a 0° SEALANT 1/4" TAPCON SE EETE NOI E 15 a • . °a INTERIOR 2 3/8" MAX --- -- -- - O— - SEPARATION— °. EXTERIOR INTERIOR 2 MIN. EDGE EXTERIOR DISTANCEa 30 31 32 BACKER ROD & APPROVED S El ISER OPTIONAL SEALANT NOTE 1,SHEET 6 PROPERLY SECURED IX BUCK JAMB INSTALLATION DETAIL SEE NOTES 2-TRACKCONCREYE/MASONRYINSTALLATION ippm,,edmoon4*tng`Athal.- 3-7 SHEET 1 noridanuiWiM T r BACKER ROD o & APPROVED Nov1 i•+-o&wat� I`I 1/4° TAPCON NOTES: M��oPrO��1ml SEALANT 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT ?r SHOWN FOR CLARITY. ny i Cl<-5T OPTIONAL 2. PERIMETER AND I/4"MAKJOINTSEALANTBYOTHERS PROPERLY SECURED TO BE DESIGNED INACCORDANCEWITH ASTME2112 1X BUCK 1/4" MAX. SEE NOTES SHIM SPACE 3-7 SHEET 1 SIGNED: 09/28/2015 RAMSTERDAMDRNE CONCRETE/MASONRY ` ' ° a 1 1/4" MIN. WIi1DOANDO,FL32832 \\\�\$ !'. btj BY OTHERS °. EMBEDMENT TNCORPORAoae�osm www•°vindoocncmmSEE NOTE 18B & C °'-n '• • .SHEET 1 °'' a s '. 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B REVISED PER MD COMMENTS 08/13/14 R.L SHIM SPACE 1/4" CUT THREAD WOOD SCREW SEE NOTE 14 SHEET 1 INTERIOR 1" MIN. IF EDGE DISTANCE �— EXTERIOR 32 WOOD FRAMING BACKER ROD OR 2X BUCK Approved ascomPlyi°ewith thr F7orldaBalJdtneCodc 30 31 S E ISER NOTE 1, SHEET 6 &APPROVED BY OTHERS SEE NOTES 2,5 SEALANT pate la�ti� NON t —o • ILi' tbRtml SHEET 1 JAMB INSTALLATION DETAIL CUT THREAD WOOD SCREW 3-TRACKWOODFRAMING OR2XBUCK INSTALLATION SEE NOTE 14 SHEET 1 NOTES.' 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT 1/4" MAX. SHOWN FOR CLARITY. 2. PERIMETER ANDI/4"MAX JOINT SEALANT BY OTHERS r SHIM SPACE J" —7/16 TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MIN. SIGNED: 0912812015 EMBEDMENT I BRDAbI DRIVE WinDOOr 7E60F R• o� //,� ,PL32832 INCORPORATED Fd00 P5 wwawindoo:inc.com ��\$ ENSF'9�'g�. SERIES 8100 SLIDING DOOR REINFORCED ^ *'/� or b%1�, LARGE MISSILCT — HVHZ 3 TRACK INSON DETAILS p �fStvJ f6Y+w�q^ �� . TAT OF NaEv �.P'. A`(O RIP •G��.' 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PERIMETERAND114"MAX.JOINTSEALANTBYOTHERS TO SEALANT 1/4 MAX' BE DESIGNED IN ACCORDANCE WITH ASTM E2112. _F SHIM SPACE 3. STRUCTURAL ADEQUACY OF METAL SUBSTRATE TO BE VERIFIED AND REVIEWED BY BUILDING OFFICIAL. METAL SIGNED: 0912812015 STRUCTURE BY OTHERS 1111f.1// (SEE NOTE 3 7500AIIlSTFRDAi�[DRIVL THIS PAGE) W 1 �� ORLANDO,PL32832 `�\\J\� Re . , - -y ice INCORPORATED Pbwc40AIISWI ID S+•, 1" MINIMUM 4 3/4" MAX SEPARATION vt4mA61A503 www.wndoarinacom ` V',.'`\�' N � EDGE DISTANCE SERIES 8100 SLIDING GLASS DOOR REINFORCED =it• 0 61 VERTICAL CROSS SECTION LARGE MISSILE IMPACT — HVHZ �.p tit[fr>IiAT� 3-TRACKMETALSTRUCTUREINSTALLATION OF 3 TRACK INSTALLATION DETAILS �!3 , ST STANDARD RAIL SHOWN TALL RAIL SIMILAR DWG NO. REV DRAWN: OB-02259 B V.L. i s/ONAL SCALE NTS DATE 12/11/13 SHEET17 OF 24 ////IIIIIII\\\\\ 2 1/2" MINIMUM EDGE DISTANCE CONCRETE/MASONRY BY OTHERS SEE NOTE 18B & C SHEET 1 OPTIONAL - PROPERLY SECURED 1X BUCK SEE NOTES 3-7 SHEET 1 BACKER ROD - & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT OPTIONAL PROPERLY SECURED 1X BUCK SEE NOTES 3-7 SHEET 1 CONCRETE/MASONRY -� BY OTHERS SEE NOTE.188 & C SHEET 1 2 1/2" MINIMUM EDGE DISTANCE 4 3/4" MAX. SEPARATION INTERIOR 2 1/2" MINIMUM EDGE DISTANCE FMIN. MENT I X.CE 6, d ° 4 3/4" MAX. SEPARATION VERTICAL CROSS SECTION 3-TRACK CONCRETE/MASONRY INSTALLATION STANDARD RAIL SHOWN TALL RAIL SIMILAR 1/4" TAPCON SEE NOTE 15 SHEET 1 1/4" TAPCON ] 1/4" MAX. _ F SHIM SPACE " . 1 1/4" MIN. EMBEDMENT 2 1/2" MINIMUM EDGE DISTANCE 1 1/4" MINfo. EMI BEDMEN 2 1/2" MINIMUMEDGE DISTANCE REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER MD COMMENTS 03/06/14 R.L. B REVISED PER MD COMMENTS OB/13/14 R.L. 1 4 MAX. r SHIM SPACE I- T-FT1/4 TAPCON 4 3/4" o° MAX. SEPARATION ° ' INTERIOR 2 1/2" MINIMUM EDGE DISTANCE ° ° �- EXTERIOR OPTIONAL PROPERLY SECURED 1X BUCK BACKER ROD & APPROVED gpp�ovedmo"00 SEE NOTES SEALANT Flmid4H01caft 3-7 SHEET 1_o It CONCRETE/MASONRY _ JAMB INSTALLATION DETAIL Nn um►uas. BY OTHERS SEE NOTE 18B & C 3-TRACKCONCRETFIMASONRYINSTALLATION 9y SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND 114" MAX. JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED. 0912812015 Wl 001: RLA DOSNL326DRTve 1lulurn INCORPORATED �gec101A81 t'I,-.iOTABIAS0505 IVWW.WIOdoodRc.com \15 ... f. ` V�"V\G s`(,•:� �i SERIES 8100 SLIDING GLASS DOOR REINFORCED = *�•/� 0,>66j?61 LARGE MISSILE IMPACT — HVHZ 3 TRACK INSTALLATION DETAILS /BOO•• TAT OF,,�ty,^1 DRAWN: DWC NO. REV/'�F 08-02259 B O� •'�� Q RI fP'�\ �� . /,%0NAI. V.L. I(II1111 s— NTS DATE 12/11/13 5NEETIB OF 24 1" MIN. 7 1/8" MAX. SEPARATION EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS SEE NOTES 2,5 SHEET 1 BACKER ROD & APPROVED SEALANT 1/4" CUT THREAD WOOD SCREW SEE NOTE 14 SHEET ] INTERIOR EXTERI BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS SEE NOTES 2.5 SHEET 1 1" MIN. 7 1/8" MAX. SEPARATION --I EDGE DISTANCE VERTICAL CROSS SECTION 4-TRACK WOOD FRAMING OR 2X BUCK INSTALLATION STANDARD RAIL SHOWN TALL RAIL SIMILAR 5/8" MIN. EDGE DISTANCE 1 7/16" MIN. EMBEDMENT 71/4"�i MAX. SHIM SPACE 1 7/16" MIN. EMBEDMENT i 1" MIN. EDGE DISTANCE 7 1/B —MAY— SEPARATION REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER MD COMMENTS 03/06/14 R.L. B REVISED PER MD COMMENTS 08/13/14 R.L. 1/4" MAX. r SHIM SPACE 4v1/4" CUT THREAD WOOD SCREW SEE NOTE 14 SHEET 1 INTERIOR EXTERIOR i\n1\ai11V! S BACKER ROD 1" MIN. & APPROVED SEALANT mrd.B)! mn'rirl"s�111' EDGE DISTANCE -�— NOAR'/N-G /7 CUT THREAD JAMB INSTALLATION DETAIL WOOD FRAMING nw�n�!'p1d1OI D SCREW 4-TRACK WOOD FRAMING OR2XBUCK INSTALLATION NOTE 14 OR 2X BUCK BY OTHERS =T 1 SEE NOTES 2,5 SHEET 1 1/4" MAX. SHIM SPACE NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND I/4"MAX.JOINTSEALANTBYOTHERS SIGNED:0912812015 MIN TO BE DESIGNED IN ACCORDANCE WITH ASTM F2112 RENT �� 1500AAISTERDAMDRIVH Wu„1 �OQX FL 32832 \\\\\\IIIQ///// R aM9�ji ■ ORLANDO, Ph=407A81.84W `\N� �/ ��\`" S�44�1 INCORPORATED V-M481.0505 V w .windooximcom ` SERIES 8100 SLIDING GLASS DOOR REINFORCED *• oyS/?61 +r LARGE MISSILE IMPACT — HVHZ o•T((�A�(T�ccE 4 TRACK INSTALLATION DETAILS OF. ; %O�,`:��.ORI�P .� DRAWN: V.L. DWG N0. 08-02259 REV B ,/S'/ �jiy0NA111\\\� SCALE NT$ DATE 12/11/13 SHEETI9 OF 24 EDG 1" MIN 7 1/B" MAX. SEPARATION 1 DISTANCE E EDGE DISTANCE METAL 1/4" MAX. STRUCTURE SHIM SPACE BY OTHERS BACKER ROD & APPROVED SEALANT #14 SMS OR SELF DRILLING SCREW SEE NOTE 16 & 18D SHEET 1 EXTERIOR Ji 1— i INTERIOR BACKER I & APPRO' SEAL STRU BY 0 (SEE N THIS PAGE) 1" MIN 7 1/8" MAX. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION 4-TRACKMETAL STRUCTURE INSTALLATION STANDARD RAIL SHOWN TALL RAIL SIMILAR REVISIONS y DESCRIPTION A REVISED PER MD COMMENTS 8 REVISED PER MD COMMENTS 1 /4" MAX. SHIM SPACE 1" MIN. #14 SMS OR EDGE DISTANCE SELF DRILLING SCREW SEE NOTE 16 & 18D SHEET 1 INTERIOR 7 1 /8" MAX. —SEPARATION a DATE I APPROVED 03/O6/14 R.L. 08/13/14 1 R.L. EXTERIOR Approved or comvlArls with me Flmfde Buddug D& BACKER ROD Date /e ^ 1° MIN. & APPROVED tvDAp O /y EDGE DISTANCE SEALANT I MisrW Dade product'00"Od 6 1 BY METAL JAMB INSTALLATION DETAIL 4 TRACK METAL STRUCTURE INSTALLATION STRUCTURE BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND114"MAX. JOINT SEALANT B Y OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 3. STRUCTURAL ADEQUACY OF METAL SUBSTRATE TO BE VERIFIED AND REVIEWED BY BUILDING OFFICIAL. SIGNED: 0912812015 WiilDoor ODRLANDO,RFL328DAM DRIVE 1R IILO��'i�r `\N\J\� INCORPORATED P.407A�'181a�°° Ih=.407.01.94 µww.windoorinc.com \ V.'�\�'5NSF�� . SERIES 8100 SLIDING GLASS DOOR REINFORCED*• /�`0 �01F,'-4Q- MISSILE IMPACT — HVHZ ` STATE4 8 ATE TRACK INSTALLATION DETAILS , DWGLARGE NO. B A4,ORIQP,`DRAWN:x SS \G\\\ V.L. .' D8-0225s /i/ON4;v� � SCALE NTS DATE 12/11/13 SNEE'20 OF 24 1111114 2 1/2" MIN EDGE DISTANCE CONCRETE/MASONRY —\ BY OTHERS SEE NOTE 18B & C SHEET 1 OPTIONAL PROPERLY SECURED 1X BUCK SEE NOTES 3-7 SHEET 1 BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT OPTIONAL PROPERLY SECURED 1X BUCK SEE NOTES 3-7 SHEET 1 CONCRETE/MASONRY ,< BY OTHERS a.; SEE NOTE 18B & C SHEET 1 2 1 /2" MIN I EDGE DISTANCE 7 1/8" MAX. SEPARATION INTERIOR 2 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT pA� 1MAX. SHIM SPACE 1/4" TAPCON SEE NOTE 15 SHEET 1 NOTE 1, SHEET 6 1/4" TAPCON 1 MAX. SHIMSPACE e ' e 1 1/4" MIN. EMBEDMENT e 2 1/2" 7 1/8" MAX. SEPARATION MIN. EDGE VERTICAL CROSS SECTION DISTANCE 4-TRACK CONCRETE/MASONRY INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER MD COMMENTS 03/06/14 R.L. B REVISED PER MD COMMENTS O8/13/14 R.L. 1 1/4" MIN. 1/4" MAX. CONCRETE/MASONRY EMBEDMENT r SHIM SPACE BY OTHERS SEE NOTE 18B & C SHEET 1 l 1_—_-- 1/4" TAPCON 2 1/2' MIN. • SEE NOTE 15 EDGE DISTANCE ii SHEET 1 9 ..y o. .. SEE DETAILS a & NOTES e < ' SHEET 11 INTERIOR SEPARATION v •v . Q d.v U EXTERIOR v • BACKER ROD 2 1/2" MIN . & APPROVED EDGE DISTANCE SEALANT 1 OPTIONAL FIXED PANEL JAMB INSTALLATION DETAIL PROPERLY SECURED 4-TRACKCONCRETE/MASONRYINSTALLATION 1X BUCK SEE NOTES Florida ildi mplyingwuD Na 3-7 SHEET 1 FloridaBuildirtgCoda Date l a $ 1 NOTES: MOAN -o o ly 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT Miuni Dada PmdueIl CCOGIM SHOWN FOR CLARITY- By 2. 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JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITHASTM E2112 SIGNED: 0912812015 \\Il I I I.1111 I111D o oY ORLANDO, FL 3283D2 �1\\\\� INCORPORATED :Tmaelu� www.windoocinc.com `V SERIES B100 SLIDING GLASS DOOR REINFORCED R_y *• �Z0Ro Qy8�61 *r LARGE MISSILE IMPACT - HVHZ dTAT OF 4 TRACK INSTALLATION DETAILS ^'� Ev 'a*• .,� DRAWN: DWG N0. /��51 • • ... • G \\ V.L. 08-02259 B S�ONAL ��\\ SCALE NTS DATE 12/11/13 SHEET21 OF 24 Ililill` 1 7/16" MIN EMBEDMENT ' 27 5/8+ MIN 27 1" MIN #14#14 CUT THREAD EDGE DISTANCE #14 SMS OR EDGE DISTANCE WOOD SCREW SELF DRILLING SCREW —� SEE OTE 14 SEE NOTES 16 & 18D SHEET 1 SHEET 1 METAL 29 WOOD FRAMING STRUCTURE BY OTHERS OR 2X BUCK 29 BY OTHERS 58 SEE NOTES 2-4 INTERIOR 28 SHEET 1 INTERIOR 58 28 EXTERIOR EXTERIOR -INTERIOR-MOUNTED HOOK INSTALLATION -DETAIL INTERIOR -MOUNTED HOOK-INSTALL-ATION WOOD FRAMING OR 2X BUCK INSTALLA I /ON METAL STRUCTURE INSTALLATION INTERIOR INTEROOI REVISION: REV DESCRIPTION A REVISED PER MD COMMENTS B REVISED PER MD COMMENTS 1 1/4" MIN OPTIONAL EMBEDMENT PROPERLY SECURED 1X BUCK SEE NOTES 3-7 SHEET 1 27 ' • .N... • . 1/4" TAPCON n a ' .. 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EDGE 27 a ' : DISTANCE OPTIONAL ` CONCRETE/MASONRY PROPERLY SECURED 1X BUCK 1 1/4" MIN BY OTHERS SEE NOTE 18 SEE NOTES EMBEDMENT SHEET 1 3-7 SHEET 1 EXTERIOR MOUNTED HOOK INSTALLATION DETAIL CONCRET0MASONRYINSTALLATION SIGNED: 09/28/2015 WinD00t ORRLANDO,FL328322RN8 INCORPORATED p6 rm em 4mn.I61.0505l.osos mvw.windoorinc.com \\\\J\S 9///F ` V •�\C E N S+Ap�. � ��. *• //has SERIES 8100 SLIDING GLASS DOOR REINFORCED LARGE MISSILE IMPACT — HVHZ HOOK INSTALLATION DETAILS TAT OF. tub' 'i�'•'cfORIOP•\��. �S • ... • • Cj \\ DRAWN: V.L. OWG N0. 08-02259 REV e 11EEf22 OF 24 SCALE NT$ DATE 12/11/13 4.595° �{ I Ti- Tmm I 1.750" O2T FRAME HEAD ALUMINUM 6063-T6.075" THICK I- 4.405" ri2�" 1.250" O2T FRAME JAMB ALUMINUM 6063-T6.075" THICK I 6.970" -4 1.750" 3T FRAME HEAD - -- t O5 ALUMINUM 6063-T6.075'THICK REVISIONS REV DESCRIPTION DATE APPROVED 5.090" ---^� A REVISED PER MD COMMENTS 03/06/14 R.L. B REVISED PER MD COMMENTS 08/13/14 R.L. 1.500" � 4.330' 1.000" 2T SILL PAN OALUMINUM6063-T6.075"THICK O 2T SILL INSERT -T Appruv.�us,vmplyingwnhft ' Flaidn Code 3T FRAME JAMB OALUMINUM6063-T6.075'THICK 1.250" ALUMINUM6063-TS.075-THICK N0 0 _ 1 ISr l Miaml Dade V10" C'n'", 7.465' By 1.500" ' 1.360" T 3T SILL PAN 6.705" I 5 - 0.950t�" 1.750" rTi ---T 3T SILL INSERT 4T FRAME HEAD 0 O ALUMINUM 6063-T6.075"THICK ALUMINUM 6063-T6.075' THICK 9.840" J_. 1.500 1.360" T- 4T SILL PAN 11 ALUMINUM 6063-T6.080" THICK --I 1.570" I--- 3.500" Ll-- 15 TOP RAIL AL INUM6063-T5.080'THICK -I 1.570" �• 3.910" 16 BOTTOM RAIL A MINUM 6063-T6.080'THICK 9.080" 9.175" 1.250" 4T FRAME JAMB 10ALUMINUM 6063-T6.075" THICK II�fs1��2�111+^ 0.375' I I r 0.235" 4T SILL INSERT O FRAME HEAD INSERT 14 FRAME JAMB INSERT 12ALUMINUM 6063-T6.075" THICK 0.150" 13 ALUMINUM 6063-T6.060' THICK ALUMINUM 6063-T6.060" THICK 0-888'" 0.444" IIIJJJ 3.300" 42 GLASS STOP A MINUM 6063-7-6.07V THICK 41 GLASS STOP A MINUM6063-T6:070"THICK 1 -� 0�.2{4�5" 43 9/16" GLAZING VINYL VINYL 85 DUROMETER 7"0 AMSTERDAM DRIVE Wi Door ORLANDO, FL 32932 INCORPORATED F. u:aTA 07AS1.059/W AOIR5 www.wlndoo,inccom SERIES 8100 SLIDING GLASS DOOR REINFORCED `I LARGE MISSILE IMPACT - HVHZ COMPONENTS n".wu. DWC NO. RI V.L. 1 08-02259 SCALE NTS DATE 12/11/13 �S11EE123 OF 24 SIGNED: 09/28/2015 �Nl\�4i �7" 1\, ENS'9 ->Ir• 0 81 %� ; STATE --1 1.570" 1-- 7.500" 20 LOCKING BUTT STILE ALUMINUM 6063-T6 .080"THICK 3.280" 1 0.549" PLAIN STILE INTERL( 17OTALL BOTTOM RAIL 24 ALUMINUM 6063-T6.080"Ti ALUMINUM 606346.080" THICK 0.975" 3.500" Ll- I 50" 2.711" LOCK STILE 18ALUMINUM 6063-T5.080"7HICK HOOK STRIP 2s WALL COVER {-- 3.500" ALUMINUM 6063-T6.075"THICK 0.810" 2.319" 3.490" INTERLOCK STILE 1 gALUMINUM6063-T6.080"THICK 31 3-1/2" SILL RISER ALUMINUM 6063-T6.060' THICK MALE BUTT STILE 21 ALUMINUM6063-T6.080"THICK --I 1- 0.240" 4.150" RI F 2.455" 4.125" O OFFSET BUTT STILE 22 ALUMINU 66063-T6.080°THICK I 3.500" - I r 0.710" 1.830" 11 1.170" IICK 25 PLAIN STILE 2s STILE JAMB INSERT INTERLOCKCOVER ALUMINUM6063•T6.060°THICK ALUMINUM 6063-T6.050'THICK aso' fqT 1.950" 2.990" MZ CLIP ALUMINUM 6063-T6.050"THICK o 0" 1.700" 30 3" SILL RISER o.7so ALUMINUM6063-T6.060'THICK Tl=� 1.550" 0.810" rl 34 REINFORCEMENT ALUMINUM 6061 -T6.375"THICK O 2.240" 32 2-1/4" SILL RISER ALUMINUM 6063-T6.060" THICK REVISIONS V DESCRIPTION DATE APPROVED 1 REVISED PER MD COMMENTS 03/06/14 R.L. 3 REVISED PER MD COMMENTS 08/13/14 R.L. 71 � 0.81 lI---.650" 2.363" 60" 0.820" --1 r�-- 23 BUMPER JAMB INSERT 3s REINFORCEMENT ALUMINUM6061-T6.830"THICK ALUMINUM 6063-T6.060" THICK 4.500" 0.558;.831 " 1UUtt - nir 28 ALUMINUM6063T6.060080°THICK HOOK STRIP 27 WALL MOUNT 2.355" -i 1.731 " ALUMINUM 6063•T6.075"THICK 3.300" I INTERLOCK 3s REINFORCEMENT ALUMINUM 6005-T6.170' THICK {� 2.725" -^' 0.900" "2.255" I 0. -F Ful1.050" BUTT STILE 2.224" �- 35 EINFORCEMENT 38 REINFORCEMENT ALUMINUM6061-T6.250-THICK o. ALUMINUM 6061-T6.125°THICK 37 REINFORCEMENT SIGNED: 09/28/2015 ALUMINUM 6005-T5.125°THICK FYo4ii Miami /Dole N°j� 0on�uol By AMSTERD VE 7500 32832 2832 r ORLA13DLSHEET ATED pm^=401.49L4U'1.491.e5ndoodnawm = V•�\0 SLIDING GLASSNFORCED MISSILE IMPA 700 0j61 ��GE �,pvGfltul�AT,'COMPONEN�. 8 E 0 -DWG NO.REV Oa�i/ONAl-��ATE 1111111 12/11/13 F 24 4CQNNED BY DEPARTMENT OF REGULATORY AND ECON( BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE ( Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miainidade.gov/economy 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 expirati (In Miami Dade County) and/or the AHJ (in, product or material tested for quality assurani manner, the manufacturer will incur the expej suspend the use of such product or material v if it is determined by Miami -Dade County Pr( requirements of the applicable building code. This product is approved as described herein, including the High Velocity Hurricane Zone ( DESCRIPTION: Polyglass Self -Adhered LABELING: Each unit shall bear a per statement: "Miami -Dade County Product i date stated below. The Miami -Dade County Product Control Section :as other than Miami Dade County) reserve the right to have this purposes. If this product or material fails to perform in the accepted of such testing and the AHJ may immediately revoke, modify, or iin their jurisdiction. RER reserves the right to revoke this acceptance, act Control Section that this product or material fails to meet the has been designed to comply with the Florida Building Code Florida Building Code. System over Wood Decks label with the manufacturer's name or logo, city, state and following 1 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 py receded by the words Miami -Dade County, Florida, and followed b the r 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 renews NOA# 13-1217.01 and consists of pages 1 through 34. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADECOUNTY rlrp +�-1004.09 expiration Date: 1�/11/22 r Approval Date: 10/12/17 Page 1 of 34 IL ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Cate2ory: Modified ] Materials SBS/APP/ Deck Type: Wood Maximum Design Pressure -112.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Elastobase 65' 2" x 3' 3-3/8" ASTM D 6163, SBS modified asphalt coated fiberglass reinforced Type I base sheet. XtraFlex SBS Glass 65' 8" x 3' 3-3/8" ASTM D 6163, SBS modified asphalt coated fiberglass reinforced Base Type I base sheet. Polyglass G2 Base 108' x 36" ASTM D 4601 Asphalt -coated fiberglass reinforced base sheet Type Il Polyanchor 250' x 48" ASTM D 4601 A polymer woven, high performance, synthetic base Type II sheet. Elastobase P 65' 8" x 3' 3-3/8" ASTM D 6164, SBS modified asphalt coated polyester reinforced base Type I sheet. Elastoflex SA V FR 66' 8" x 3' 3-3/8" ASTM D 6163, Self -adhered, fire -rated, fiberglass reinforced, SBS (1.5-mm) Type I modified bitumen membrane with a self -adhering back face and a smooth top surface. Elastoflex SA V 66' 8" x 3' 3-3/8" ASTM D 6163, Self -adhered, fire -rated, fiberglass reinforced, SBS PLUS FR Type I modified bitumen membrane with a self -adhering back face and a smooth top surface. Elastoflex SA V (1.5- 66' 8" x 3' 3 3/a" ASTM D 6163, Self -adhered, fiberglass reinforced, SBS modified mm) Type I bitumen membrane with a self -adhering back face and a smooth top surface. Elastoflex SA V 66' 8" x 3' 33/8" ASTM D 6163, Self -adhered, fiberglass reinforced, SBS modified PLUS I Type I bitumen membrane with a self -adhering back face and a smooth top surface. XtraFlex SBS Base 66' 8" x 3' 33/8" ASTM D 6163, Self -adhered, fiberglass reinforced, SBS modified SA Type I bitumen membrane with a self -adhering back face and a smooth top surface. Elastoflex SA P FR 32' 10" x 3' 3-3/8" ASTM D 6164, Self -adhered, fire -rated, polyester reinforced, SBS Type I modified bitumen membrane with a self -adhering back face and a granule top surface. XtraFlex SBS G SA 32' 10" x 3' 3-3/8" ASTM D 6164, Self -adhered, fire -rated, polyester reinforced, SBS Type I modified bitumen membrane with a self -adhering back face and a granule top surface. MIAMI•DADE COUNTY NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 2 of 34 Elastoflex SA P 32' 10" x 3' 3-3/8" ASTM D 6164, Self -adhered, fiberglass reinforced, SBS modified Type I bitumen membrane with a self -adhering back face and a granule top surface. Polyflex 32' 10" x 3' 3-3/8" ASTM. D 6222 Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. XtraFlex APP S 32' 10" x 3' 3-3/8" ASTM D 6222 Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Polybond 32' 10" x 3' 3-3/8" ASTM D 6222 Torch applied; polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Polyflex G 32' 10" x 3' 3-3/8" ASTM D 6222 Torch applied, polyester reinforced, APP modified bitumen membrane with a bum off polyethylene back face and a granule top surface. Polyflex SA P 32' 10" x 3' 33/8" STM D 6222, Self -adhered, polyester reinforced, APP modified Type I bitumen membrane with a self -adhering back face and a granule top surface. Polyflex SA P FR 32' 10" x 3' 33/8" ASTM D 6222, Self -adhered, fire -rated, polyester reinforced, APP Type I modified bitumen membrane with a self -adhering back face and a granule top surface. XtraFlex APP G SA 32' 10" x 3' 33/8" STM D 6222, Self -adhered, fire -rated, polyester reinforced, APP Type I modified bitumen membrane with a self -adhering back face and a granule top surface. Polyfresko G SBS SA 32' 10" x 3' 33/8" STM D 6164, Self -adhered, fiberglass reinforced, SBS modified Type I bitumen membrane with a self -adhering back face and a granule top surface. Polyfresko G SBS SA 32' 10" x 3' 33/s" ASTM D 6164, Self -adhered, fire -rated, fiberglass reinforced, SBS FR Type I modified bitumen membrane with a self -adhering back face and a granule top surface. Polyfresko G APP SA 32' 10" x 3' 33/8" ASTM D 6222, Self -adhered, polyester reinforced, APP modified Type I bitumen membrane with a self -adhering back face and a granule top surface. Polyfresko G APP SA 32' 10" x 3' 33/a" ASTM D 6222, Self -adhered, fire -rated, polyester reinforced, APP FR Type I modified bitumen membrane with a self -adhering back face and a granule top surface PolyKool 32' 10" x 3' 33/8" ASTM D6222 Self -adhered, polyester reinforced, APP modified Type I bitumen membrane with a self -adhering back face and a white film laminate on the top surface. XtraFlex Kool APP S 32' 10" x 3' 33/8" ASTM D6222 Self -adhered, polyester reinforced, APP modified SA Type I bitumen membrane with a self -adhering back face and a white film laminate on the top surface. Polyglass APP Base 65' 8" x 3' 33/8" STM D 6509 APP modified asphalt coated fiberglass reinforced Type I base sheet. CM�IAMIDADE NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date:,10/12/17 Page 3 of 34 PG325 Cold Process Adhesive PG100 Asphalt Primer XtraFlex 10 Asphalt Primer PG350 Mod Bit Adhesive PG400 Plastic Roof Cement PG425 Wet/Dry Roof Cement PG450 Flashing Cement PG500 MB Flashing Cement Polyplus 35 Premium Mod Bit Adhesive XtraFlex 35 Premium Mod Bit Adhesive Polyplus 45 Premium Flashing Cement Polyplus 50 Premium MB Flashing Cement XtraFlex 50 Premium Modified Wet/Dry Cement Polyplus 55 Premium Modified Flashing Cement MIAMI•DADE COUNTY 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal, tube or 17 oz. spray can 1, 3, 5, 50, 55 gal, tube or 17 oz. spray can 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal.'or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube ASTM D3019 A fibered cold process adhesive for use with roll or Type III BUR roofing. ASTM D41 A penetrating solution of solvent and a blend of selected asphalts used to promote adhesion. ASTM D41 A penetrating solution of solvent and a blend of selected asphalts used to promote adhesion. ASTM D3019 A fibered rubberized adhesive designed for use with Type III modified bitumen membranes. ASTM D4586 A thick, fibered, rubberized flashing cement for use in ASTM D3409 dry or damp conditions. ASTM D4586 A thick, fibered, rubberized flashing cement for use in ASTM D3409 dry or damp conditions. ASTM D4586 A thick, fibered, rubberized flashing cement. ASTM D4586 A thick, fibered, rubberized flashing cement for use with modified bitumen membranes. ASTM D3019 A fibered rubberized adhesive designed for use with Type III modified bitumen membranes. ASTM D3019 A fibered rubberized adhesive designed for use with Type III modified bitumen membranes. ASTM D4586 A thick, fibered, rubberized flashing cement. kSTM D4586 A thick, fibered, rubberized flashing cement for use with modified bitumen membranes. kSTM D4586 A thick, fibered, rubberized flashing cement for use with modified bitumen membranes. ASTM D4586 A mastic compound for use as a roof flashing adhesive. NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 4 of 34 APPROVED INSULATIONS:, Product Name Polytherm-H Polyi Polytherm Polyi ACFoam-II Polyi ACFoam-III Polyi High Density Wood Fiberboard Woo MIAMI•DADE COUNTY TABLE 2 Product Description I Manufacturer (With Current NOA) Polyglass USA, Inc. Polyglass USA, Inc. Atlas Roofing Corp Atlas Roofing Corp Generic Georgia-Pacific Gypsum LLC Hunter Panels, LLC Hunter Panels, LLC Johns Manville Corp. Johns Manville Corp. Rmax Operating, LLC. United States Gypsum Corporation NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 5 of 34 APPROVED FASTENERS: TABLE 3 Fastener Product Product Number Name Description 1. Dekfast Fasteners 12, 14 & Insu ation fastener for wood, 15 HS steel and concrete decks 2. Dekfast Galvalume Steel Galvalume hex stress plate. Hex Plate 3. #14 Roofgrip Insulation and membrane fastener 4. Flat Bottom Metal Plate A2-S'S aluminized steel plate 5. Trufast #14 HD Fastener Insulation fastener for steel and wood decks 6. Trufast 3" Metal Insulation Rou Id Galvalume AZ50 steel Plate plate 7. Polygrip Fasteners #12, #14 Insul tion fastener for wood, & #15 steel and concrete decks 8. Polygrip Hex Plates Galvalume hex stress plate. MIAMli% E COUNTY ., 1 Manufacturer Dimensions (With Current NOA) SFS Intec, Inc. 21/s" x SFS Intec, Inc. 3 1/4" Various OMG, Inc. 3" square OMG, Inc. Altenloh, Brinck & Co. U.S., Inc. 3.23 round Altenloh, Brinck & Co. 3" round U.S., Inc. Various Polyglass USA, Inc 2'/8" x Polyglass USA, Inc 3 1/4" NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 6 of 34 APPROVED SURFACING: Product Name PG200 Non-Fibered Roof Coating A non fiber to add life a BUR roofin " XtraFlex 20 Bituminous Roof A non fiber, Coating to add life a BUR roofin PG300 Fibered Roof Coating An asphalt c coating. M, spray equips BUR XtraFlex Bituminous Roof An asphalt c Coating Fibered coating. M, spray equips BUR PG600 Non-Fibered Aluminum Non-fibered Roof Coating PG650 Fibered Aluminum Roof Fibered alur Coating PG700 Elastomeric Roof Coating A premium 1 based roof a polyester fat PG800 Non-Fibered Asphalt An asphalt b Emulsion Roof Coating emulsion XtraFlex 80 Emulsion Roof An asphalt b� Coating emulsion PG850 Fibered Asphalt Emulsion An asphalt b; ` Roof Coating emulsion Polyplus 65 Premium Fibered Fibered alum Aluminum Roof Coating XtraFlex 65 Aluminum Roof Fibered alum Coating Fibered Polyplus 60 Premium Non- Non-fibered, Fibered Aluminum Roof Coating XtraFlex 60 Aluminum Roof Non-fibered, Coating CMIAMMI&-D�ADE COUNTY TABLE 4 Product Application Specification Manufactur )escription Rate er i asphaltic coating used 1'/2-2 gaUsq TAS 140 Polyglass d rejuvenate existing USA, Inc. substrates. 1 asphaltic coating used 1'h-2 gaUsq TAS 140 Polyglass d rejuvenate existing USA, Inc. substrates. itback fibered roof 1'/2-2 gaUsq ASTM D4479 Polyglass be applied by brush or USA, Inc. ent to rejuvenate aged tback fibered roof 1'/2-2 gal/sq ASTM D4479 Polyglass be applied by brush or USA, Inc. ent to rejuvenate aged luminum roof coating. %2-1 gal/sq ASTM D2824 Polyglass . Type I USA, Inc. num roof coating. 1 %2-2 gal/sq ASTM D2824 Polyglass Type III USA, Inc. bite elastomeric acrylic 1-1'/2 gaUsq ASTM D6083 Polyglass sting (water -based). A USA, Inc. is may be used for with this coating. 3e, un-fibered clay 3 gaUsq in ASTM D1227 Polyglass two coats USA, Inc. ,e, un-fibered clay 3 gaUsq in ASTM D1227 Polyglass two coats USA, Inc. ;e, fibered clay 3 gal/sq in ASTM D 1227 Polyglass two coats USA, Inc. ium roof coating. 1 %2-2 gal/sq ASTM D2824 Polyglass Type III USA, Inc. sum roof coating. 1'/2-2 gaUsq ASTM D2824 Polyglass Type III .USA, Inc. uminum roof coating. ''/2-1 gaUsq ASTM D2824 Polyglass Type I USA, Inc. uminum roof coating. %2-1 gal/sq ASTM D2824 Polyglass Type I USA, Inc. NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 7 of 34 Y APPROVED SURFACING: Product Name Polybrite 70 Premium Grade A premium Elastomeric Roof Coating based roof i polyester fa XtraFlex 70 Premium Acrylic FR A premium Roof Coating based roof c polyester fa Polybrite 90 High Solids Silicone A premium Roof Coating component, applied silic XtraFlex SRC 9600 High Solids A premium Silicone Roof Coating component, applied silic Polybrite 95 Silicone Roof A single coi Coating moisture cw XtraFlex SRC 8000 Silicone Roof A single cox Coating moisture cm Gravel To be install approved as] Slag To be instal] approved as] TABLE 4 Product Application Description Rate white elastomeric acrylic 10ating 1-1'/Z gaUsq (water -based). A iric may be used for nt with this coating. �hite elastomeric acrylic 1-1'/2 gaUsq gating (water -based). A I)nc may be used for �t with this coating. ade high solids, single 1.25 gaUsq moisture cure, fluid �ne coating rade high solids, single 1.25 gaUsq moisture cure, fluid )ne coating iponent, solvent, 1.25 gal/sq silicone coating. iponent, solvent, 1.25 gaUsq silicone coating. d in a flood coat of 400 lbs/sq halt at 601bs/sq ;d in a flood coat of 3001bs/sq halt at 60 lbs/sq Specification Manufactur er ASTM D6083 Polyglass USA, Inc. ASTM D6083 Polyglass USA, Inc. ASTM D6694 Polyglass USA, Inc. ASTM D6694 Polyglass USA, Inc. ASTM D6694 Polyglass USA, Inc. ASTM D6694 Polyglass USA, Inc. N/A Generic N/A Generic MIAMI-DADE COUNTY NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 8 of 34 Y EVIDENCE SUBMITTED: Test Apency TestName/Report Report No. Date Factory Mutual Research 4470 2W7A7.AM 08.04.94 Corporation 4450 2D5A9.AM 06.22.99 4470 3001334 02.15.00 4470 3000857 01.12.00 4470 3004091 01.12.00 4470 3012321 07.29.07 4450 3014751 08.27.03 4450 3019317 06.30.04 4470 3014692 08.05.03 Trinity ERD TAS 114 11752.09.99-1 02.08.00 TAS 114 02764.09.05 09.09.05 TAS 114 TAS 117(B)-ASTM D903 02762.03.05 020841.06.04 03.30.05 06.02.04 TAS 114 P1734.07.06-R1 02.27.07 TAS 114 P 173 8.02.07 02.05.07 TAS 114 P1739.01.07 01.23.07 TAS 117(B)-ASTM D6862 C8500SC.11.07 11.30.07 ASTM D6164 / ASTM D6222 P10490.08.08 08.13.08 ASTM D6164 / ASTM D6222 P10490.10.08-R1 10.03.08 ASD6222 P7400.03.08-R2 10.09.08 TAS 114(D) — ASTM D 1876 P 10070.10.08 10.09.08 ASf TM D6222 P10490.10.08-2 10.30.08 FM 44 0 & TAS 114 P33970.03.11 03.15.11 ASTM D6163 / ASTM D 4601 P33960.03.11 03.15.11 TAS 11 1 & TAS 117 (B) 11757.12.00-1-R1 04.29.13 TAS 11 1 & TAS 117 (B) 11757.04.01-1-R1 04.30.13 ASTM D6164 P37590.07.13-1 07.02.13 ASTM D6164 P37590.03.13-3A 03.06.13 ASTM D6163 P37590.03.13-2-R1 02.05.13 AS'�'M D6222 P37590.09.13 09.12.13 ASTM 13,4601 / TAS 117 P45940.09.13 09.04.13 TAS 114 & FM 4474 P41630.08.13 08.06.13 TAS 114 (H) P13760.09.09 09.10.09 ASTM D4601 / TAS 117 P45970.05.14 05.12.14 PRI Construction Materials ASTM D6222 PUSA-061-02-02 01.28.08 Technologies ASTM D6222 PUSA-062-02-02 12.04.08 ASTM D6163 PUSA-064-02-02 02:27.08 ASTM D6694 PUSA-134-02-01 05.16.14 ASTM D6694 PUSA-135-02-01 05.16.14 MIAMI•DADE COUNTY NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 9 of 34 APPROVED ASSEMBLIES: Membrane Type: SBS/APP Deck Type 1I: Deck Description:, System Type A(1): Wood, Insulated 19/32" or greater plywc . or wood plank, fastened at 24" spans with #8 wood screws at 6" o.c.. All insulation layers are adhered to a mechanically attached anchor sheet. Membrane is subsequently adhered to insulation. All General and System Limitations apply. Anchor Sheet: One ply of Elastobase, xtraFlex SBS Glass Base, Polyglass G2 Base, Polyflex*, XtraFlex APP S*, Polybond* or GAFIGILAS #75 fastened to the deck as described below: *with OMG fasteners dnd Flat Bottom Metal Plates. Fastening #1: Attach base sheet using 11 ga. annular ring shank and 1-5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. in three equally spaced staggered rows in the center of the sheet. Fastening #2: Attach base sheet u 14 with Galvalume Trufast #14 HD Fa: and 12" o.c. in two One or more of the following Base Insulation Laver (Optional) Any approved Polyisocyanurate listed in Minimum 1" thick OMG #14 Roofgrip fasteners and Flat Bottom Metal Plates, Dekfast ;1 Hex Plates or Polygrip Fasteners #14 with Polygrip Hex Plates or ;rs with Trufast 3" Metal Insulation Plates spaced 12" o.c. in a 4" lap illy spaced staggered rows in the center of the sheet. Insulation Fasteners Fastener Table 21 Densi /ft2 N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 t 2 - Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as b se layer only shall be used only as base layers with a second layer of approved top layer insulation installed as t!he final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyai, urate side facing down. Top Insulation Laver DensDeck, DensDeck Prime, SECUROCK Gypsum -Fiber Roof Board Minimum %11 thick Insulation Fasteners Fastener Table 3 Density/ftz N/A N/A Note: Apply top layer of insulation in a full mopping of any approved mopping asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as Base Layer only shall be used only as base layers with a second layer of approved top layer insulation installed as th� final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: One or more plies of Ela: SA, Elastoflex SA V FR bflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base :1.5-mm) or Elastoflex SA V PLUS FR, self -adhered. C DADE COUNTY NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 10 of 34 Membrane: Surfacing: Maximum Design Pressure: MIAMI•DADE COUNTY INWOO One ply of Polyfresko G SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA, Polyfresko G APP SA �R, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex SA P, PolyKool, Xtra lex Kool APP SA, Polyflex SA P FR or XtraFlex APP G SA, self - adhered. Or One ply of Polyflex G, torch -applied. (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. -52.5 psf, (See general limitation #7.) NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 11 of 34 Membrane Type: Deck Type II: Deck Description: SBS/APP Wood, Insulated "/32" or greater plywo or wood plank, fastened at 24" spans with #8 wood screws at 6" o.c. System Type A(2): All insulation layers ar6 adhered to a mechanically attached anchor sheet. Membrane is subsequently adhered too insulation. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Anchor Sheet: One ply of Elastobase, XtraFlex SBS Glass Base, Elastobase P, Polyglass G2 Base, Polyflex, XtraFlex APP S or Polybond fastened to the deck as described below: Fastening: Attach base. sheet using OMG #14 Roofgrip fasteners and Flat Bottom Metal Plates spaced 12" o.c. in a 4" lap and 12" I o.c. in two equally spaced staggered rows in the center of the sheet. One or more of the following Base Insulation Laver (Optional) Any approved Polyisocyanurate listed in Minimum 1" thick Top Insulation Laver DensDeck, DensDeck Prime, SECUROCK Minimum 1/" thick 2 Roof Board Insulation Fasteners Fastener Table 3 Density/ft' N/A N/A Insulation Fasteners Fastener Table 3 Density/ftz N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft'. Please refer to' Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as b se layer only shall be used only as -base layers with a second layer of approved top layer insulation installed as the flnal membrane substrate., Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base SA, Elastoflex SA V FR (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered. Membrane: One ply of Polyfresko I Polyfresko G APP SA SA P, PolyKool, XtraF adhered. Or One ply of Polyflex G, SBS SA, Polyfresko G SBS SA FR; Polyfresko G APP SA, Z, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex x Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self- NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 12 of 34 Surfacing: (Optional) Install one df the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -60 psf; (See general limitation #7.) NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 13 of 34 Membrane Type: SBS/APP Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywc or #8 wood screws at or wood plank, fastened at 24" spans with 8d common nails at 4" o.c. O.C. System Type A(3): All insulation layers arb adhered to a mechanically attached anchor sheet. Membrane is subsequently adhered to insulation. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated >flllzing the approved membranes listed in Table 1. Anchor Sheet: Fastening: One ply of Polyglass G� Base fastened to the deck as described below: Attach base sheet using 11 ga. Annular ring shank and 1-5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. � three equally spaced staggered rows in the center of the sheet. One of more of the following: Base Insulation Laver (Optional) Any approved Polyisocyanurate listed in Minimum 1" thick `a Insulation Fasteners Fastener Table 3 Densi /ft2 N/A N/A Note: All insulation shall be adhered to th anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100ft. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Top Insulation Laver Dens Deck, Dens Deck Prime, SECUROCK Minimum %11 thick Insulation Fasteners Fastener Table 3 Densi /ft2 Roof Board N/A N/A Note: Apply top layer of insulation in a full mopping of any approved mopping asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as Base Layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: One or more plies of SA, Elastoflex SA V ;toflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered. MIAMI•DADE COUNTY NOA No.: 17-1004.09 U. • .Imp �. Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 14 of 34 Membrane: One ply of Polyfresko SBS SA, Polyfresko G SBS SA Fg, Polyfresko G APP SA, Polyfresko G APP SA R, Elastoflex'SA P, Elastoflex SAP FR, XtraFlex SBS GSA, Polyflex SA P, PolyKool, Xtraliex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self - adhered. Or One ply of Polyflex G, torch -applied. Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -52.5 psf; (See general limitation V.) NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 15 of 34 Membrane Type: Deck Type 1I: Deck Description: SBS/APP Wood, Insulated "/32" or greater plywo or wood plank fastened at 24" spans with #8 wood screws at 6" o.c. System Type A(4): All insulation layers ar6 adhered to a mechanically attached anchor sheet. Membrane is subsequently adhered tI insulation. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated �tilizing the approved membranes listed in Table 1. Anchor Sheet: Fastening: Base Insulation Laver One ply of Elastobase, 12 ga. Annular ring equally spaced stag ACFoam-H, Polytherm, ACFoam-IH, Minimum 1" thick SBS Glass Base or Elastobase P fastened as below: nails and 1-5/8" tin -caps attached 6" o.c. in 4" lap and 6" o.c. in four rows. Insulation Fasteners Fastener Table 3 Density/ft2 Polytherm-H, H-Shield CG, Multi -Max FA-3, ENRGY 3 N/A N/A Note: All insulation shall be adhered to the Ochor sheet with Millennium One -Step Foamable Adhesive applied over rows of tin -caps in continuous rows 7" 6.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as b se layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base SA, Elastoflex SA V F (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered. Membrane: One ply of Polyfresko G SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA, Polyfresko G APP SA FI R, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex SA P, PolyKool, XtraFlex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self - adhered. Or One ply of Polyflex G, torch -applied. Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -60 psf; (See general #7.) NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 16 of 34 Membrane Type: SBS/APP Deck Type 1I: Wood, Insulated Deck Description: 19/32 " or greater p screws at 4" o.c. or wood plank, fastened at 24" spans with 8d common nails or wood System Type C(1): All layers of insulation are mechanically attached to roof deck. Membranes subsequently adhered to insulation. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricatedutilizing the approved membranes listed in Table 1. One or more of the following Base Insulation Laver Insulation Fasteners Fastener Table 3 Densi /ftz Any approved Polyisocyanurate listed in Ta le 2 N/A N/A Minimum 1.5" thick Note: All layers shall be simultaneously panels listed are minimum sizes and din increased maintaining the same fastener insulation attachment. Top Insulation Laver Approved High Density Wood Fiberboard Minimum %" thick DensDeck Minimum V4" thick Note: All layers of insulation shall be insulation panels listed are minimum siz shall be increased maintaining the same 117 for insulation attachment. d; see top layer below for fasteners and density. Insulation if larger panels are used, the number of fasteners shall be Please refer to Roofing Application Standard RAS 117 for Insulation'Fasteners Fastener Table 3 Densi /W 1 1:1.33 ft2 1 1:1.33 ft' echanically attached using the fastener density listed above. The and dimensions; if larger panels are used, the number of fasteners Istener density. Please refer to Roofing Application Standard RAS Base Sheet: One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base SA, Elastoflex SA V FR (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered. Membrane: One ply of Polyfresko G SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA, Polyfresko G APP SA FR, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex SA P, PolyKool, XtraFlex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self - adhered. Or One ply of Polyflex G. torch -applied. Surfacing: (Optional) Install CMIAMI-DMADE COUNTY �FJ...M I of the approved surfacing products listed in Table 4 to obtain desired NOA No.: 17-1004.09 Expiration Dater 10/11/22 Approval Date: 10/12/17 Page 17 of 34 coating or required classification. Maximum Design Pressure: -67.5 psf; (See General limitation V.) NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 18 of 34 Membrane Type: Deck Type 1I: Deck Description: System Type C(2): SBS/APP Wood, Insulated "/32" or greater p or wood plank, fastened at 24" spans with 8d common nails at 4" o.c. All layers of insulatio l are mechanically attached to roof deck. Membranes subsequently adhered to insulation. All General and System Limitations apply. and shall not be installed unless said accessa Code requirements and are field fabricated One or more layers of the following: Base Insulation Laver Any approved Polyisocyanurate listed in Tal Minimum 1.5" thick Note: All layers shall be simultaneously panels listed are minimum sizes and din increased maintaining the same fastener insulation attachment. Top Insulation Layer Approved High Density Wood Fiberboard Minimum %" thick DensDeck Minimum %" thick Note: All layers of insulation shall be m insulation panels listed are minimum sizes shall be increased maintaining the same fa 117 for insulation attachment. Base Sheet: Membrane: f accessories not listed in Table 1 of this NOA are not approved demonstrate compliance with prescriptive Florida Building sing the approved membranes listed in Table 1. 2 Insulation Fasteners Fastener Table 3 Density/ft2 N/A N/A 1; see top layer below for fasteners and density. Insulation if larger panels are used, the number of fasteners shall be Please refer to Roofing Application Standard RAS 117 for Insulation Fasteners Fastener Table 3 Density/ft' 1:1.33 W 1:1.33 ft2 anically attached using the fastener density listed above. The 1 dimensions; if larger panels are used, the number of fasteners aer density. Please refer to Roofing Application Standard RAS One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base SA, Elastoflex SA V FR (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered. One ply of Polyfresko G SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA, Polyfresko G APP SA FR, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex SA P, PolyKool, XtraFlex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self - adhered. Or One ply of Polyflex G, NOA No.: 17-1004.09 MIAM rgyme COUNTY Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 19 of 34 Surfacing: Maximum Design Pressure: MIAMI•DADE COUNTY (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. -67.5 psf; (See General limitation #7.) NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 20 of 34 Membrane Type: Deck Type 1I: Deck Description: System Type C(3): SBS/APP Wood, Insulated 19/3211 or greater p or wood plank, fastened at 24" spans with wood screws at 6" o.c. All layers of insulatio i, are mechanically attached to roof deck. Membranes subsequently adhered to insulation. All General and System Limitations apply. and shall not be installed unless said accesso Code requirements and are field fabricated One or more of the following: Insulation Laver ENRGY 3, H-Shield, Polytherm-H, Minimum 1.5" thick f accessories not listed in Table 1 of this NOA are not approved demonstrate compliance with prescriptive Florida Building zing the approved membranes listed in Table 1. Polytherm Insulation Fasteners Fastener Table 3 Density/ft2 1,5or7 1:1.33ft' Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes nd dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fa tener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: Membrane: Surfacing: Maximum Design Pressure: One or more plies of E astoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base SA, Elastoflex SA V (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered. One ply of Polyfresko G SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA, Polyfresko G APP SA 1R, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex SA P, PolyKool, XtraFjlex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self - adhered. Or One ply of Polyflex G, torch -applied. (Optional) Install one df the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. -82.5 psf; (See limitation #7.) NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 21 of 34 Membrane Type: Deck Type 1I: Deck Description: System Type D(1): SBS/APP Wood, Insulated "/32" or greater plywoc or wood plank, fastened at 24" spans with #8 wood screws at 6" o.c. All insulation is loosedl laid with preliminary attachment to deck. Base sheet is subsequently mechanically fastened through insulation to the roof deck. Membranes subsequently adhered. All General and System Limitations apply. and shall not be installed unless said accesso Code requirements and are field fabricated 'One or more layers of the following: Base Insulation Laver Any approved Polyisocyanurate listed in Tal Minimum 1" thick Top Insulation Laver (Optional) Fesco Board Minimum %11 thick Approved High Density Wood Fiberboard Minimum'/" thick DensDeck, DensDeck Prime, SECUROCK Minimum %11 thick E accessories not listed in Table 1 of this NOA are not approved demonstrate compliance with prescriptive Florida Building ling the approved membranes listed in Table 1. ►R Roof Board Insulation Fasteners Fastener Table 3 Density/ft' N/A N/A Insulation Fasteners Fastener Table 3 Density/ft2 N/A N/A N/A N/A N/A N/A Note: All insulation shall have preliminary attachment, prior to the installation of the roofing membrane at a minimum application rate of two fasteners pier board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation boas d having no dimension greater than 8 ft. . Base Sheet: One or more plies of Elastobase, XtraFlex SBS Glass Base, Elastobase P or Polyanchor fastened to the deck as described below: Fastening: Attach base sheet using OMG 414 Roofgrip fasteners and Flat Bottom Metal Plates, Dekfast 14 with Dekfast Galvalume Steel Hex Plates, Polygrip Fasteners #14 with Polygrip Hex Plates or Trufast 414 HD Fasteners with Trufast 3" Metal Insulation Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. Ply Sheet: One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base SA, Elastoflex SA V FR (1.5-min) or Elastoflex SA V PLUS FR, self -adhered. MIAMI•DADE NOA No.: 17-1004.09 �rimCOUNTY ,. , Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 22 of 34 Membrane: Surfacing: Maximum Design Pressure: One ply of Polyfresko G SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA, Polyfresko G APP SA FR, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex SA P, PolyKool, Xtr lex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self - adhered. Or One ply of Polyflex G, torch -applied. (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. -52.5 psf; (See General limitation #7.) NOA No.: 17-1004.09 MIAMI•DADE COUNTY Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 23 of 34 Membrane Type: Deck Type 1I: Deck Description: SBS/APP Wood, Insulated 19/32" or greater p or wood plank, fastened at 24" spans with #8 wood screws at 6" o.c. System Type D(2): All insulation is loosed laid with preliminary attachment to deck. Base sheet is subsequently mechanically fastened through insulation to the roof deck. Membranes subsequently adhered. All General and, System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of the following: Base Insulation Laver Any approved Polyisocyanurate listed in Minimum 1" thick Top Insulation Laver (Optional) Fesco Board Minimum %11 thick Approved High Density Wood Fiberboard Minimum'/" thick DensDeck, DensDeck Prime, SECUROCK Minimum %a" thick F] Roof Board Insulation Fasteners Fastener Table 3 Density/ft' N/A N/A Insulation Fasteners Fastener able 3 Density/ft2 N/A N/A N/A N/A N/A' N/A Note: All insulation shall have preliminary attachment, prior to the installation of the roofing membrane at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. Base Sheet: One or more plies of Elastobase, XtraFlex SBS Glass Base, Elastobase P or Polyanchor fastened to the deck as described below: Fastening: Attach base sheet using 10MG #14 Roofgrip fasteners and Flat Bottom Metal Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. Ply Sheet: One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base SA, Elastoflex SA V FR (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered. MIAMI•DADE COUNTY NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 24 of 34 Membrane: Surfacing: Maximum Design Pressure: One ply of Polyfresko 6 SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA, Polyfresko G APP SA FR, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex SA P, PolyKool, XtraF ex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self - adhered. Or One ply of Polyflex G, torch -applied. (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. -60 psf; (See General #7.) NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 25 of 34 Membrane Type: SBS/APP Deck Type 1: Wood, Non -Insulated Deck Description: 19/32" or greater plywoc or #8 wood screws at ( System Type E(1): Base sheet is mechanic All General and System Limitations apply. and shall not be installed unless said accesso Code requirements and are field fabricated Base Sheet: One ply of Elastol deck as described or wood plank, fastened at 24" spans with 8d common nails at 4" o.c. O.C. attached to roof deck. i accessories not listed in Table 1 of this NOA are not approved demonstrate compliance with prescriptive Florida Building ping the approved membranes listed in Table 1. XtraFlex SBS Glass Base, Elastobase P or Polyanchor fastened to the Fastening: Attach base sheet usin 11 ga. annular ring shank nails and 1-5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. in three equally spaced staggered rows in the center of the sheet. Ply Sheet: One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base SA, Elastoflex SA V ER (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered. Membrane: One ply of Polyfresko G SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA, Polyfresko G APP SA FR, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex SA P, PolyKool, Xtra lex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self - adhered. Or One ply of Polyflex G, torch -applied. Surfacing: Maximum Design Pressure: (Optional) Install one bf the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. -52.5 psf; (See l limitation #7.). NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 26 of 34 Membrane Type: Deck Type 1: Deck Description: System Type E(2): SBS/APP Wood, Non -Insulated 19/32" or greater plywoi Base sheet is mechani( All General and System Limitations apply. and shall not be installed unless said accessi Code requirements and are field fabricated Base Sheet: One ply of Elasto deck as described or wood plank, fastened at 24" spans with #8 wood screws at 6" o.c. attached to roof deck. P accessories not listed in Table 1 of this NOA are not approved demonstrate compliance with prescriptive Florida Building sing the approved membranes listed in Table 1. XtraFlex SBS Glass Base, Elastobase P or Polyanchor fastened to the Fastening #: Attach base sheet using OMG #14 Roofgrip fasteners and Flat Bottom Metal Plates, Dekfast #14 with Dekfast Galvalume Steel Hex Plates, Polygrip Fasteners #14 with Polygrip Hex Plates or Trufast #14 HD Fasteners with Trufast 3" Metal Insulation Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. Ply Sheet: One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base SA, Elastoflex SA V FjR (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered. Membrane: One ply of Polyfresko G SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA, Polyfresko G APP SA FR, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex SA P, PolyKool, Xtrarlex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self - adhered. Or One ply of Polyflex G, torch -applied. Surfacing: Maximum Design Pressure: (Optional) Install one bf the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. -60 psf; (See General NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 27 of 34 Membrane Type: SBS/APP Deck Type 1: Wood, Non -Insulated Deck Description: 19/32" or greater plywool or wood plank, fastened at 24" spans with 8d ring shank nails at 6" o:c. at edges and intermediate supports. System Type E(3): Base sheet is mechanicE fly attached to roof deck. Membranes subsequently adhered to insulation. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said access �ries demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Base Sheet: One ply of Polyglass P Base, Elastobase (Poly/Sand) sheet fastened to the deck as described below: Fastening: Attach base sheet using 11 ga. annular grooved shank and 1" diameter caps spaced 6" o.c. in a 3" lap and 6" o.c. in fou,r equally spaced staggered center rows. Membrane: One ply of Elastoflex SP, Elastoflex SA P FR, XtraFlex SBS G SA, Polyfresko G SBS SA, Polyfresko G SBS SA F, Polyflex SA P, Polyflex SA P FR, XtraFlex APP G SA, Polyfresko G APP SA, Polyfresko G APP SA FR, PolyKool or XtraFlex Kool APP S SA self -adhered. - Surfacing: Maximum Design Pressure: (Optional) Install one olthe approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. -52.5 psf; (See General Limi #7) NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 28 of 34 Membrane Type: Deck Type 1: Deck Description: System Type E(4): SBS/APP Wood, Non -Insulated 19/32" or greater plywo or #8 wood screws at Base sheet is insulation. All General and System Limitations apply. and shall not be installed unless said accessi Code requirements and are field fabricated Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: One ply of Elastobase, deck as described belo or wood plank, fastened at 24" spans with 8d common nails at 4" o.c. o.c attached to roof deck. Membranes subsequently adhered to ' accessories not listed in Table 1 of this NOA are not approved demonstrate compliance with prescriptive Florida Building Eing the approved membranes listed in Table 1. SBS Glass Base, Elastobase P or Polyanchor fastened to the Attach base sheet using' MG #14 Roofgrip fasteners and Flat Bottom Metal Plates spaced 12" o.c. in a 4" lap and 12" c. in two equally spaced staggered rows in the center of the sheet. One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base SA, Elastoflex SA V F4 (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered. One ply of Polyfresko Gr SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA, Polyfresko G APP SA FR, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex SA P, PolyKool, XtraFlex Kodl APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self -adhered. Or. One ply of Polyflex G, torch applied (Optional) Install one o the approved surfacing products listed in Table 4 to obtain desired coating or required fire 61assification. -52.5 psf; (See General #7) NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 29 of 34 Membrane Type: Deck Type 1: Deck Description: System Type E(5): SBS/APP Wood, Non -Insulated 19/32" or greater plywo or #8 wood screws at Base sheet is mechani insulation. or wood plank, fastened at 24" spans with 8d common nails at 4" o.c. O.C. attached to roof deck. Membranes subsequently adhered to All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said access o ies demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Base Sheet: One ply of Elastobase, XtraFlex SBS Glass Base or Elastobase P fastened to the deck as described below: Fastening: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Attach base sheet using 11 ga. annular ring shank nails and 1-5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o c. in three equally spaced staggered rows in the center of the sheet. One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base SA, Elastoflex SA V FR (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered. One ply of Polyfresko C� SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA, Polyfresko G APP SA FR, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex SA P, PolyKool, XtraFlex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self -adhered. Or One ply of Polyflex G, t, rch-applied (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire Olassification. -52.5 psf; (See General #7) NOA No.: 17-1004.09 Muu�l•D�►De COUNTY Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 30 of 34 Membrane Type: Deck Type 1: Deck Description: System Type E(6): SBS/APP Wood, Non -Insulated "/32n or greater plywoo, members spaced 48" o. Base sheet is mechanic; insulation. All General and System Limitations apply. and shall not be installed unless said accessi Code requirements and are field fabricated Base Sheet: One ply of Elastobase, described below: or wood plank, fastened to supports spaced 24" o.c. and to blocking with TruFast TP #10x2-7/8" screws spaced 6" o.c. lly attached to roof deck. Membranes subsequently adhered to - accessories not listed in Table 1 of this NOA are not approved demonstrate compliance with prescriptive Florida Building sing the approved membranes listed in Table 1. SBS Glass Base or Elastobase P fastened to the deck as Fastening: Attach base sheet using) 11 ga. annular ring shank nails and 1-5/8" diameter tin caps spaced 4" o.c. in a 4" lap and 4" ,.c. in three equally spaced staggered rows in the center of the sheet. Ply Sheet: One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base SA, Elastoflex SA V F* (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered. Membrane: One ply of Polyfresko 1 - FR or XtraFlex SBS G Or One ply of Polyflex G, Surfacing: Maximum Design Pressure: SBS SA, Polyfresko G SBS SA FR, Elastoflex SA P, Elastoflex SA P A, self -adhered. (Optional) Install one o the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. -97.5 psf; (See General #7) NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 31 of 34 Membrane Type: SBS/APP Deck Type 1: Wood, Non -Insulated Deck Description: System Type E(7): t9/32" or greater plywooi members spaced 48" o., Base sheet is mechanic, insulation. or wood plank, fastened to supports spaced 24" o.c. and to blocking with #10xY wood screws spaced 6" o.c. lly attached to roof deck. Membranes subsequently adhered to All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated itilizing the approved membranes listed in Table 1. Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: One ply of Elastobase, XtraFlex SBS Glass Base or Elastobase P fastened to the deck as described below: Attach base sheet using 12 ga. ring shank nails and tin caps spaced 4" o.c. in a 4" lap and 4" o.c. in four equally spaced staggered rows in the center of the sheet. One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base SA, Elastoflex SA V F4 (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered. One ply of Polyfresko SBS SA, Polyfresko G SBS SA FR, Elastoflex SA P, Elastoflex SA P FR or XtraFlex SBS G : A, self -adhered. Or One ply of Polyflex G, torch -applied (Optional) Install one o�the approved surfacing products listed in Table 4 to obtain desired coating or required fire lassification. -112.5 psf; With Elastof (See General limitation -97.5 psf; With Elastoflc limitation #7.) t SA V PLUS, XtraFlex SBS Base SA or Elastoflex SA V PLUS FR SA V(1.5-mm) or Elastoflex SA V FR(1.5-mm) (See General MIAMI•DADE COUNTY NOA No.: 17-1004.09 • • Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 32 of 34 Membrane Type: Deck Type 1: Deck Description: System Type E(8): SBS/APP Wood, Non -Insulated 19/32" or greater plywo screws spaced 6" o.c. Base sheet is mechani insulation. All General and System Limitations apply. and shall not be installed unless said access4 Code requirements and are field fabricated Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: One ply of Elastobase, described below: 12 ga. annular ring shai spaced staggered rows. Asphalt Primer. or wood plank, fastened to supports spaced 24" o.c. with #8x3" wood attached to roof deck. Membranes subsequently adhered to ' accessories not listed in Table 1 of this NOA are not approved demonstrate compliance with prescriptive Florida Building zing the approved membranes listed in Table 1. SBS Glass Base or Elastobase P fastened to the deck as ced nails and 1-5/8" tin -caps 6" o.c. in 4" lap and 6" o.c. in four equally Tin -caps are primed with PG100 Asphalt Primer or XtraFlex 10 One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base SA, Elastoflex SA V Fk, (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered. One ply of Polyfresko SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA, Polyfresko G APP SA FR, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex SA P, PolyKool, XtraFlex Kobl APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self -adhered. Or One ply of Polyflex G, torch -applied (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. -112.5 psf; With Elastof (See General limitation -97.5 psf; With Elastofl( limitation #7.) c SA V PLUS, XtraFlex SBS Base SA or Elastoflex SA V PLUS FR SA V(1.5-mm) or Elastoflex SA V FR(1.5-mm) (See General NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 33 of 34 WOOD DECK SYSTEM LIMITATIONS 1. A slip sheet is required with Ply 4 and Ply when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: l . Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other Dyers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" idiameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shah be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a mmimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachme it of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both in and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter naillers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed 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). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. 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. END OF THIS ACCEPTANCE a DADE COUNTY NOA No.: 17-1004.09 • I , I Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 34 of 34 �7 wwny=Ifbi.UJ IIIANII-DARE COUNTY MIAM11- y PRODUCT CONTROL SECTION It tud�'countv 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOINI C RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DNISIO T (786) 315-2590 F (786) 315-2599 NOTICE OFACCEPTANCE (NOA) s_vtiv�r.miamidadc.eov/economy Entegra Roof Tile, LLC 1289 NE 91' Ave Okeechobee, FL 34972 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: Plantation Roof Tile LABELING: Each unit shall bear a pertuanlent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Con�rol Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considere4 after a renewal application has been filed and there has been no change in the applicable building code negatively aff cting the performance of this product. TERMINATION of this NOA will occur Ifter 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. I 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. i This NOA renews NOA #14-1120.04 and consists of pages 1 through 7. The submitted documentation was reviewed 1by Gaspar J Rodriguez. NOA No:: 15-0721.04 QMIAMMMI-DMEOUNTY �� GQI&Yon Date: 12108/20 Approvll Date: 11/05/15 Page 1 of 7 t ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete 1. PRODUCT DESCRIPTION Manufactured by Dimension: Applicant Plantation Tile .Length: 16V, Width: 13" Trim Pieces L = varies W = varies Varying thickr. 2.1. MANUFACTURING LOCATION 1. Okeechobee, FL 2.2 SUBMITTED EVIDENCE: Test Agency 7 American Test Lab of South 1 Florida Redland Technologies The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Letter Redland Technologies Redland Technologies The Center -for Applied Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Product Specifications Description TAS 112 Flat concrete roof tile for direct deck or battened nail -on, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 05-14 161-03 )endix III 161-03 pendix II ed Aug. 1, 1994 )631-01 Project No. 307025 Test #MDC-76 Calculations Test Name/Report Date TAS 112 07/03/14 Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Static Uplift Testing March, 1994 PA 101 (Adhesive Set) May 1994 (Mortar Set) Wind Tunnel Testing Dec. 1991 PA 108 (Nail -On) Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Wind Driven Rain Oct. 1994 PA 100 Aerodynamic Multiplier March 1999 April 1999 25-7183 March 1995 25-7094 February 1996 25-7496 April 1996 NOA No.: 15-0721.04 Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 2 of 7 2.2 SUBMITTED EVIDENCE: Test Asency Walker Engineering, Inc. Walker Engineering, Inc. Farabaugh Engineering and Testing Inc. Farabaugh Engineering and Testing Inc. Farabaugh Engineering and Testing Inc. 11 06-11 79-11 Test Name/Report 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 Two Patty Adhesive Set System TAS-108 TAS-108 TAS-108 Date December 1996 April 1999 10/05/11 10/04/11 09/23/11 3. LIMITATIONS 3.1 Fire classification is not part of thi i acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade Product Control office for review. 3.4 Minimum undeelayment shall be in compliance with the applicable Roofing Applications Standards Iisted section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the undeelayment material manufacturers published literature. 3.6 This. acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3,7 All products listed herein shall h ve a quality assurance audit in accordance with the Florida Building, Cade and Rule 61 G20-3 of the Florida Administrative Code. i NOA No.: 15-0721.04 MfAMI•DADi COUNTY Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 3 of 7 4. INSTALLATION 4.1 Plantation Roof Tile and its corn Standard RAS 118, RAS 119 and 4.2 Data For Attachment Calculations ats shall be installed in strict compliance with Roofing Application 120. Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length-[ (ft) Width-w (ft) Plantation Tile 11.61 1 1.375 1.08 Table 2: Aerodynamic Multipliers - I (ft3) Tile Profile I (ft3) Batten Application X (ft3) Direct Deck Application Plantation Tile 1 0.267 0.289 Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile 1 Greater than Profile 2": 12" 3"• 12" I 419• 1211 5"• 12" 6": 12" 7": 12" Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck Deck Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Tile NOA No.: 15-0721.04 Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 4 of 7 Table 4:, Attachment Resistance Expressed as a Moment - Mr (ft-ibf) For Nall -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15132" (Min. 19132" plywood) plywood) Plantation Tile 2-10d Ring Shank 30.9 38.1 17.2 Nails 1-10d Smooth or 7.3 9.8 4.9 Screw Shank Nail 2-10d Smooth or 14.0 18.8 7.4 Screw Shank Nails 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or 24.3 24.3 24.2 Screw Shank Nail Field Clip) 1-10d Smooth or 19.0 19.0 22.1 Screw Shank Nail Eave Clip) 2-10d Smooth or 35.5 35.5 34.8 Screw Shank Nails Field Clip) 2-10d Smooth or 31.9 31.9 32.2 Screw Shank Nails Eave Clip) I 2-10d Ring Shank 50.3 65.5 48.3 Nails' 1 Installation with a 4" the headlap and fasteners aye located a minimum of 2W from the head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weights per patty 13.9 grams. 3M- 2-Component Foam Roof Tile Adhesive AH-160. Average weight per patty 8 grams. �s�lstan E' g else s a`M61 n --(:ft-1 R Y Table 6 AttacflmenAnkagoe or SPatty IT sive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile 3M- 2-Component Foam Roof Tile Adhesive AH-160 118.94 3M' 2-Component Foam Roof Tile Adhesive AH-160 40.45 4 Large paddy placement of 45 grams of 3W 2-Component Foam Roof Tile Adhesive AH-160 5 Medium'paddy placement of 24 grams of 3M- 2-Com orient Foam Roof Tile Adhesive AH-160. NOA No.: 15-0721.04 Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 5 of 7 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance See specific mort, r manufacturer's Notice of Acceptance. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Cont�ol Approved". PLANTATION OR TEGRA OOF TILE LABEL (LOCATED ON UNDERSIDE OF TILE 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. MIAM4DADE COUNTY NOA No.: 15-0721.04 Expiration Date:12108/20 Approval Date: 11/05/15 Page 6 of 7 NOA No.: 15-0721.04 MIAr+IflA®uNn Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 7 of 7 � u �� iaVv� MIAM!•DADE a DEPARTMENT OT REGULATORY AND ECONOb BOARD AND CODE ADNIINISTRATION 14VISIOi NOTICE OF ACCEPTANCE (NO WinDoor, Inc. 7500 Amsterdam Drive Orlando, FL 32832 RESOURCES (RER) MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 wrnv.miamidade.gov/economy 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"i4ils 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. DESCRIPTION: Series 119060 Thermally Broken" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 08-01902, titled "9060 Casement Single & Twin Window - Large Missile Impact", sheets 1 through 13 of 13, dated 01/14/13, with revision E dated 09/22/14, prepared. by manufacturer, signed and sealed 'by Luis R. Lomas, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami — Dade County Product Control Section 1 MISSILE IMPACT RATING: Lange 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 following statement,: "Miami -Dade County Product Control Approved", unless ofhenvise noted herein, RENEWAL of this NOA shall be cc no change in the applicable building c TERMINATION of this NOA will < iri'fhe materials, use, and/or manufact of any product, for sales, advertising to comply with any section of this NO idered after a renewal application has been filed and there has been negatively affecting the performance. of this product. air after the expiration date or if there has been a revision or change of the product or .process. Misuse of this NOA as an endorsement any other purposes shall automatically terminate this NOA. Failure 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 mayl be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its intirety. 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-Of£tcial. This NOA revises NOA# 13-0129.25 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. , �' NOA No. 14-0305.03 Expiration Date: August 08, 2018 V .October 23, 2014 -' Page 1 WinDoor, Inc. A. DRAWINGS 1. Manufacturer's die drE 2. Drawing No. 08-019 Missile Impact", she( 09/22/14, prepared by B. TESTS 1. Test reports on: 1) A: 2) Uj 3) W 4) LE 5) C, 6) R along with marked - aluminum casement Inc., Test Reports Nc signed and sealed by (Submitted under pr C. CALCULATIONS 1. Anchor calculations 04/19/13, 02/25/14 at (Submitted partly un 2. Glazing complies wit D. .QUALITY ASSURANCE 1. Miami -Dade Depart CE: wings -and sections. )2, titled - "9060 Casement Single & Twin Window - Large is 1 through 13 of 13, dated 01/14/13, with revision E dated manufactur6r, signed and sealed by Luis R. Lomas, P.E. Infiltration Test, per FBC, TAS 202-94 form Static Air Pressure Test, Loading per FBC, TAS 202-94 ter Resistance Test, per FBC, TAS 202-94 ge Missile Impact Test per FBC, TAS 201-94 Jic Wind Pressure Loading per FBC, TAS 203-94 and Entry Test, per FBC 2411.3.2.1, and TAS 202-94 p drawings and installation diagram of a thermally broken vindow, prepared by National Certified Testing Laboratories, NCTL-210-3832-2A and NCTL-210-3832-3A, dated 01/10/13, 1 J. Ferrara, P.E. NOA# 13-0129.25) and structural analysis, complying with FBC-2010, dated 1 10/02/14, prepared, signed and sealed by Luis R. Lomas, P.E. ?r previous NOA No.13-0129.25) ASTM E130044 t of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite© PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Se rtryGias ie Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Test Report No. ATI-61261.01-106-18, prepared by .Architectural Testing, Inc., dated 12/13/05, revised dated 01/04/06, issued to Technoform, for their I : Sttut Thermal Barrier, plastic per ASTM D635-03 "Standard Test Method for Rate of Burning and/ or Extent and Time of Burning of Plastics in a Horizontal Position" and ASTM D2843-99 "Standard Test Method for the Density of Smoke fi-om the Burning Decomposition of Plastics", signed and sealed by Allen N. Reeves, P.E. (Submitted under previous NOA# 13-0129.25) j Mauuglr z,1?:. Product Control E anihier NOA N'b:--0305.03 Expiration Date: August 08, 2018 Approval Date: Octobet23,2014 EI WinDoor, Inc. E. MATERIAL CERTIFICATIONS (coxTnvuED) 4. Test Report No. ETC-08-1043-20974.0, prepared by ETC Laboratories, Inc., dated 07/01/08, issued to T-,chnoform, for their I —Strut Thermal Barrier Plastic PA 66 GF25 per ASTM D1929-96 (2001) "Standard Test Method for Ignition Properties of Plastics", signed by Gurijinder Dliami, Dir. (Submitted tinder pr�vious NOA# 13-0129.25) 5. Test report No. ETC, —07-1043-19094.0, prepared by ETC Laboratories, Inc., dated 02/18/08, issued to Technoform Bautec N.A., Inc., for their 18.6mm Flat I —Strut Thermal Barrier/ ETC07021 per ASTM D638-03 "4500 exposed Xenon Arch"& tensile strength ASTM D638-03 "Tensile Strength" and per ASTMD G26 96 "Practice for Operating Light —Exposure Apparatus (Xenon Arc Type) With and Without Water for Exposure of Nonmetallic Materials", dated 03/06/08, signed and sealed by Joseph Lab ora Doldan, P.E: (Submitted under previous NOA# 13-0129.25) 6. Technoform Bautec N.A., Inc. Part No. 968600 18.6mm Flat I —Strut Thermal Barrier Plastic PA 66 GF25 complying with ASTM D3418-03 "Standard Test 11lethod for Transition Temperatures and Enthalpies of Fusion and Crystallization of Polymers by Differential Scanning Calorimetric ", ASTM D792-03 "Standard Test Methods for Density and Specific Gravity (Relative Density) of Plastics by Displacement", ASTM D2240-05 "Standard Test Method for Rubber Property—Durometer Hardness" and ASTM D638-03 "4500 exposed Xenon Arch & Tensile Strength ". (Submitted underprevious NOA# 13-0129.25) F. STATEMENTS 1. Statement letter of ,onformance, complying with FBC-2010, and of no financial interest, dated 01/17/13, issued, signed and sealed by Luis R. Lomas, P.E. (Submitted under prvious NOA# 13—#129.25) 2. Laboratory compliance letter for Test Reports No. NCTL-210 3832-2A and NCTL- 210 3832 3A, issuer, by National Certified Testing Laboratories, Inc., dated 01/10/13, signed and sealed by Gerard J. Ferrara, P.E. (Submitted under previous NOA# 13-0129.25) G. OTHERS 1. * Notice of Acceptance No. 13-0129.25, issued to WinDoor, Inc. for their Series "9060" Thermally Broken Aluminum Casement Window — L.M.I., approved on 08/08/13 and expiring on 08/08/181. t Manueki'� e , P.E. r Product Con rol Ex miner NUK i� .-0305.03 Expiration Date: August 08, 2018 Approval Date: October 23, 2014 E-2 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. WOOD FRAMING, 2X WOOD BUCK, 1X WOOD BUCK AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 2X WOOD BUCK TO BE PROPERLY SECURED. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH --MANUFACTURER'S—PUBLISHED- INSTALLATION —INSTRUCTIONS. — 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: ALUMINUM 6063—T6. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 4 FOR GLASS OPTIONS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH 7/8" MINIMUM EDGE DISTANCE AND SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT 114TO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I REV I DESCRIPTION I DATE I APPROVED 1 D REVISED ANCHOR LOCATIO14S AT JAMBS 01/06/14 R.L. I E REVISED PER MD COMMENTS 09/22/14 R.L. 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" ITW BUILDEX TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING GRADE 5 SCREWS WITH 1" MINIMUM EDGE DISTANCE AND SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 1/8" THICK MINIMUM CORNER CONSTRUCTION: 1. FRAME CORNERS ARE ASSEMBLED USING TWO CORNER KEYS: EXTERIOR KEY (ITEM 25) AND INTERIOR KEY (ITEM 26) SEE SHEET 6 2. SASH CORNERS ARE ASSEMBLED USING TWO CORNER KEYS: EXTERIOR KEY (ITEM 25) AND INTERIOR KEY (ITEM 24) SEE SHEET 6 TABLE OF CONTENTS SIGNED: 0912512014 iHEET NO. DESCRIPTION P�RD�PIy ng;vuntu�Prodaa Buildin8 Cade AcccpinnceNo U b� f?xpiralial lJate r$ 7 By ( Mironi ade ruducl'Co Uph JJ! 7500AAISTFMAI,IDRIVE WinDoor ORLANDO, FL 32832 INCORPORATED a wia+siuIZ nnvw.n�ndoorinc.com ��\ J\ • •0 E N '�9 ��i �,'v\ SF •S *� �((0' 61 •• * = _ ,. �( (,(fir o T• 5� , S�TAT O F �p'�F•�(Qjj10; • �� 1 NOTES 2 — 4 ELEVATIONS AND CHARTS r 5 GLAZING DETAILS AND B.O.M. 9060 CASEMENT SINGLE & TWIN WINDOW LARGE MISSILE. IMPACT NOTES 6 CROSS SECTIONS 7 — 10 INSTALLATION DETAILS DRA19N: L. 01IG NO. OB 02 REV E 1HARDWARECOMPONENTS T 12 13 LAYOUTS GAE NTS DATE O1 /14/13 50"EET OF 13 4 1 /2" MAX 14" MAX 4 1/2" MAX �j 18 3/4" MAX. O.C. ANCHORS TO BE EQUALLY SPACED FOR NUMBER OF ANCHORS REQUIRED SEE CHARTS ON THIS SHEET \ 18 3/4" MAX. \ 8" MIN. 44 1/� \ A -i 29 1/4" D.L.O. 35" PANEL WIDTH 9060 CASEMENT WINDOW SINGLE EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING +100.01-140.OPSF LARGE MISSILE IMPACT 76 1/4" MAX D.L.O. 82" PANEL HEIGHT 84" MAX FRAME HEIGHT NOTE. NO INSTALLATION ANCHORS AT SILL. DESIGN PRESSURE RATING IMPACTRATING t90.OPSF LARGE MISSILE IMPACT WITH GLAZING A ANDI WIND CHARTS 1 & 2) MISSILE l H GLAZINGLC AND WIND CHAR S 3 & ) REV I DESCRIPTION I DATE APPROVED D REVISED ANCHOR LOCATIONS AT JAMBS 01/06/14 R.L. E REVISED PER MD COMMENTS 09/22/14 R.L. CHART#t Series 9060 Casement Single Window with SENTRYGLAS interlayer (Glazing A and B) Maximum design pressure capacity chart (psi) e t Frame width (in) 24.0 30.0 36.0 37.0 Pas NegPos Meg Pos Meg Poll Neg 100.0 160.0 100.0 160.0 100.0 160.0 100.0 160.0 100.0 150.0 100.0 160.0 100.0 150.0 100.0 160.0 100.0 150.0 100.0 150.0 100.0 160.0 100.0 150.0 E�2,j 100.0 160.0 100.0 150.0 100.0 160.0 100.0 150.0 100.0 150.0 100.0 160.0 100.0 160.0 100.0 150.0 100.0 15D.0 100.0 160.0 100.0 150.0 100.0 160.0 100.0 160.0 100.0 150.0 100.0 160.0 100.0 160.0100.0 160.0 100.0 150.0 100.0 149.8 1DD.D 146.9 100.0160.0100.0 160.0 100.0 145.0 100,0 143.1 100.0 150.0 10D.0 160.0 1 100.0 1 14Z,8 I 100.0 1 140.0 CHART #2 Number of anchors locations required for single units glazed with SENTRYGLAS Inferlayer (Glazing A and B) Frame Frame wldfh(ln) (in) Height0324 0 Jamb 20.0 36.0 amb 37.0 Head Jamb 30103 3 3 3 36.03 3 3 3 42.03 3 3 4 46.04 i3176 4 3 4 64.04 6 3 b 60.04 6 3 6 66.06 8 3 8 72.0 3 6 6 13 6 78. 1 3 6 3 6 3 6 13 7 84.0 1 3 6 3 6 3 7 1 3 1 7 CHART #3 Series 9060 Casement Single Window with PVB Interlayer (Glazing C and D) Maximum design pressure capacity chart (psf) Frame Height Frame w/dfh (in) 24.0 30.0 36.0 37.0 (in) pos Meg Pos Meg Pos Nag Pos Meg 30.0 80.0 80.0 90.0 80.0 80,0 80.0 90,0 90.0 36.0 00.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 42.0 9D.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 48.0 9D.0 90.0 90.0 90.0 90.0 90.0 00.0 90.0 64.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 60.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 66.0 80.0 90.0 90.0 00.0 90.0 90.0 90.0 90.0 72.0 00.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 78.0 00.0 1 90.0 1 00.0 180.0 00.0 00.0 90.0 90.0 84.0 911) 1 90.0 1 80.0 1 90.0 1 90.0 -90:0--90:0- CHART #4 Number of anchors locations required forsingle units glazed with PVS Interlayer(Glazing C and D) Frame width (in) Z4.0 Head Jamb 30.0 Head Jamb 36.0 Head Jamb 37.0 Head Jamb 3 3 3 3 3 3 3 3 k 33 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 60.0 3 5 3 6 3 6 3 5 72.0 3 6 3 5 3 5 3 6 78.0 3 5 3 5 3 6 3 5 84.0 3 5 3 5 3 6 3 5 SIGNED: 0912512014 WinDoor 7500A11dsI RDAMDRIVH \5 1111111�7 PRODUCT REVISED M ORLANDO, FL 32832 \\ fi. L 0,t��/ \\ ,/ '•7�l// colllplyin6\Vitt the Florida OuilJing Coda ItPOItA'TI:D Pbonc:ol,lslsaoo INCOPm8WAl,0506 Nmgv.w9ndoad.ec.. \J\ •• \ .�\pENs�•1�1/� Acceptance No 1Q-2 E.. imtiwlDate =•k• 0,�61261 = 9060 CASEMENT SINGLE & TWIN WINDOW D7 i LARGE MISSILE IMPACT plc Mlai� cede Pmdud cat,trol ELEVATIONS ;TAT (/ ( �0��( '�COR1Q�:•\�'�� iiisS�ONA � DRAWN: DI'IDNO. 08 E902 Ed 50 SCALE DATE NTS 01/14/13 2 OF 13 74" MAX FRAME WIDTH MAX 12 11/16" 7 1/8" MAX //�q�\ 4 1/2" MAX MAC. \c lfi"I CMULL LUSTERAD 4 1/2" MAX 4 1/ 15 3/4" MAX. O.C. ANCHORS TO BE EQUALLY SPACED FOR NUMBER OF ANCHORS REQUIRED SEE CHARTS ON SHEET 4 T - 15 3/4" MAX. 4 1/2" FIXED / / / / / / / 3"MAX _ 29 5/8" 6"MAX MAX D.L.O. 9"MAX 35" PANEL WIDTH 9060 CASEMENT WINDOW TWIN EXTERIOR VIEW DESIGN PRESSURE RATING IMPACTRATING +90.OPSF LARGE MISSILE IMPACT 64 1/4" —MAX- D.L.O. 70„ PANEL HEIGHT 72" MAX FRAME HEIGHT MULL SILL CLUSTER FOR NUMBER OF ANCHORS REQUIRED SEE CHARTS IN SHEET 4. DESIGN PRESSURE RATING IMPACT RATING ±90.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 AND HVHZ MISSILE LEVEL D, WIND ZONE 4 AND HVHZ WITH GLAZING A AND B (SEE CHARTS 5 AND 6) WITH GLAZING C AND D (SEE CHARTS AND 7ANO 8) REV I DESCRFIION I DATE APPROVED D REVISED ANCHOR LOCATIONS AT JAMBS 01/06/14 R.L. E" REVISED PER MD COMMENTS 09/22/14 R.L. ��%1i y SIGNED: 0912512014 PRODUCT REVISED YY 001 7500 ORRLANDO,�szDRXE p 32 \\��5 1R ll j/ as complying with the Florida INCORPORATED rma aT.�s�a.m \\\J\ '.�9 Bnildtng Code P,ca.48].M w—mrindoorinc.— V •��CENS tSr �i Acceptance No = \' F Ea imtionDate jEj 9060 CASEMENT SINGLE & TWIN WINDOW = * (D I * = By LARGE MISSILE IMPACT �,9 q— Mi Dade product n}ra4 ELEVATIONS "� , STAT 'OF-.tzz i DRAWN: MID NO. REV ,O�Z<' O-`P SCALE DATE 08 501902 E /11JA" \\\\\\\ NTS 01/14/13 3 OF 13 CHART 115 Series 9060 Twin Window with SENTRYGLAS Interlayer (Glazing A and B) Maximum design pressure capacity chart (psi) Frame Frame Width (In) Height 48.0 1 56.0 4.0 72.0 74.0 (in) Pos Neg Fes Nag Nag Pas Nag Pas Meg 20.0 100.0 120.0 100.0 120.0 120.0 100.0 120.0 100.0 120.0 36.0 100.0 120.0 100.0 120.0 120.0 100.0 120.0 100.0 120.0 42.0 100.0 120.0 100.0 120.0 r99.4 120.0 100.0 120.0 100.0 1200. 48.0 100.0 120.0 100.0 120.0 120.0 100.0 120.0 100.0 120.0 54.0 100.0 120.0 100.0 120.0 120.0 100.0 120.0 100.0 120.0 60.0 66.0- 100.0 -100.0 120.0 -120.0 100.0 -100.0- 120.0 -120.0- 120.0 A11.3 100.0 -100.0- 117.6 -103.1- 100.0 -100.0 116.0 401.4 720 100.0 120.0 100.0 109.7 99.41 91.6 91.6 90.0 90.0 CHARTN7 Series 9060 Twin Window with PVB Interlayer(Glazing C and D) Maximum design pressure capacity chart (psO Frame Height Frame Width (in) 46.0 66.0 64.0 72.0 74.0 (In) Pas Nag Pea Nag Pas Nag Poe Nag Pea Nag 30.0 90.0 90.0 90.0 90.0 90.0 90.6 90.0 90.0 90.0 90.0 36.0 90.0 90.0 90A 80.0 90.0 90.0 90.0 90.0 90.0 90.0 42.0 90.0 90.0 90.0 9D.0 90.0 90.0 90.0 90.0 90.0 90.0 48.0 90.0 00.0 90.0 00.0 90.0 90.0 90.0 90.0 90.0 90.0 54.0 90.0 90.0 90.0 00.0 00.0 90.0 90.0 00.0 90.0 90.0 60.0 90.0 90.0 90A 90.0 00.0 90.0 90.0 90.0 90.0 90.0 06.0 00.0 90.0 00.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 72.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 REV I DESCRIPTION DATE APPROVED D REVISED ANCHOR LOCATIONS AT JAMBS 01 /06/14 R.L. E REVISED PER MD COMMENTS 09/22/14 R.L. CHARTg6 Series 9060 Casement Twin Window with SENTRYGLAS Interlay6r (Glazing A and B) Number of anchor locations required ' Frame wld(h (in) 48.00 56.00 64.00 72.00 74.00 L36.00 Head Jamb Mull head cluster Mull sill cluster Head Jamb Mull head cluster Mull sill cluster Head Jamb Mull head duster Mull sill cluster Head Jamb Mull head cluster Mull sill cluster Head Jamb Mull head cluster Mull sill cluster 2 3 4 4 4 3 4 4 4 3 4 4 4 3 4 4 4 3 4 4 2 3 4 4 4 3 4 4 4 3 4 4 4 3 4 4 4 3 4 4 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 64.00 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 -60.00- -2- -6- -4- - 4-- -4- ---6-- -4- -4- -4- -6- 4- 4- 4 5 4_ a _4 _ -6 4 8 68.00 2 6 - 4 4 4 6 4 4 4 6 4 4 1 4 5 4 6 4 5 4 6 72.00 2 5 4 4 4 fi 4 4 4 5 4 4 4 5 4 4 4 6 4 4 CHART g8 Series 9060 Casement Twin Window with PVB Interlayer (Glazing C and D) Number of anchor locations required Frame width (In) Frame 48.00 66.00 1 64.00 72.00 74.00 Height (in) Head Jamb Mull head cluster Mull sill cluster Head Jamb Mull head cluster Mull sill cluster Head Jamb Mull head cluster Mull sill cluster Head Jamb Mull head cluster Mull sill cluster Head Jamb Mull head cluster all Mull cluster 30.00 2 3 4 4 4 3 4 4 4 3 4 4 4 3 1 4 4 4 3 4 4 36.00 2 3 4 4 4 3 4 4 4 3 4 4 4 3 4 4 4 3 4 _ 4 42.00 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1 4 1 4 4 4 48.00 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 54.00 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 60.00 2 5 4 4 4 5 4 4 4 6 4 4 4 5 4 4 4 5 4 4 66.00 2 6 4 4 4 6 4 4 4 6 4 4 4 5 4 4 4 5 4 4 72.00 2 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 5 4 4 7500 AMSTERDAlv1 DRIVE PRODUCI'RRVISBD WinDoor ORLANDO, FL 32832 as complying with the Florida INCORPORATBD ems: wT.relswo BuildingCode �-b�� D P,zimaslAw5 %%�vvurindoorincxom Acceptance No _ F'pimlion Dale v2 9060 CASEMENT SINGLE & TWIN WINDOW By, LARGE MISSILE IMPACT bdi � i Dade Produc Cm ELEVATIONS !/ DRAVIN: DVI0 NO. RE V. L. 1 08-01902 SCALE NTS JDAr 01/14/13 IsHEE14 OF 13 SIGNED: 0912512014 R. I I Lo��i/i ��r •��pENS�•gcA�� 1k 0 a ITAT�� w ��'t`�' �,� Q R10a • �A�: ��SS�aNAilEac�\�� 0. PART NUMBER DESCRIPTION MANUFACTURER I MATERIAL REV DESCRIPTION DATE APPROVED 1 906OA02 FLUSH FRAME ASSEMBLY KEYMARK ALUMINUM 6063-T61 D REVISED ANCHOR LOCATIONS AT JAMBS 01/06/14 R.L. 2 9060A04 FLANGE FRAME ASSEMBLY KEYMARK ALUMINUM 6063-T6 E REVISED PER MD COMMENTS 09/22/14 R.L. 3 9060A01 SASH ASSEMBLY KEYMARK ALUMINUTA 6063-T6 4 9060A03 COMMON POST . KEYMARK ALUMINUM 6063-T6 PARTS LIST 5 S51989 HORIZONTAL SCREEN ADAPTER KEYMARK ALUMINUM 6063-T6 NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 6 S51990 VERTICAL SCREEN ADAPTER KEYMARK ALUMINUM 6053-T6 41 #10 X 3/4" & #10 X 1 1/4" PFH 7 H50/0-55-0521 ENCORE DUAL ARM! OPERATOR TRUTH 42 131112 #10 X 3" PPH SELF -DRILLING 8 H50/0-55-0522P ENCORE DUAL ARM OPERATOR TRUTH 43 HEAD & SILL INNER-SCREYIS 9 12510.00.0520 STUD BRACKET LEFT HAND HINGE TRUTH 44 01-100-7755-002 NEOPRENE GLASS SHIMS FRANK LOWE DUROMETER 80 10 12511.00.0520 STUD BRACKET RIGHT HAND HINGE TRUTH 45 SIKAFLEX 552 POLYURETHANE SIKA SEALANT 11 64.59.00.201 14.10 1'IASHABILITY HINGE TRUTH 46 966600 THERMAL STRUT TECHNOFORIA POLY AMIDE 12 24.30.XX.004 LOCK ASSEMBLY I TRUTH 13 23050.00.0500 LOCK SUPPORT PLATE TRUTH 14 9000LH-HD KEEPER LEFT HAND - HD SELJAN 15 9000RH-HD KEEPER RIGHT HANG — HD SEEJAN 11914 TIE BAR 6 POINT TRUTH 11914 TIE BAR 5 POINT TRUTH 12075POOl TIE BAR GUIDE TRUTH 900130 FRAME & SASH SNUBBER ROTO H1579-SS-0520P OPERATOR TRACK & SLIDER ASSY TRUTH S46329 GLASS STOP 7/16" - 9/16" KEYMARK S46084 GLASS STOP 1" KEYMARK TP1051 16 GLAZING VINYL TEAM PLASTICS FS07438 INTERIOR SASH CORNER KEY KEYMARK FS07440 SASH & FRAME CORNER KEY KEYMARK FHO7439 EXTERIOR FRAME CORNER KEY KEYMARK' FH07574 SCREEN FRAME KEYMARK FH05838 SCREEN FLANGE FRAME KEYMARK SIOOIO-BL-220OR SCREEN SPLINE TEAM PLASTICS SBV-XX-060OZ SCREEN CLOTH PHIFER OEZ 375 O-LON FOAM FLAP SEAL SCHLEGEL 54076 1'IEATHERSTRIP LAUREN MFG. 54578 WEATHERSTRIP LAUREN MFG. 121998 .187"X.200" FIN SEAL ULTRA FAB 131018-6 #8 X 3/8" PPH #8 x 1/2" PFH #8 X 1/2" PPH 131118 #8 X 1 1/4" PPH 131113 #10 X 1/2" PPH LOCK HANDLE 7/16 - 3/16" HS- .090" SENTRYGLAS BY DUPONT — -—3/_1.6" HS_ EXTERIOR ALUMINUM 6063-T6 7/16 - ALUMINUM 6063-T6 3/16" HS- 090" PVB BUTACITE(R) BY DUPONT ALUMINUAI 6063-T6 ALUMINUTA 6063-T6 3/16" HS EXTERIOR ALUMINUM 6063-T6 oft ALUMINUM 6063-T6 ALUMINUM 6063-T6 VINYL FEBERGLASS EPDM SPONGE EPDM RUBBER 1° 1/8" HS 090" SENTRYGLAS BY DUPONT 3/16" TEMP 1/8" HST EXTERIOR ry A / 23 / v ALUMINUM SPACER SYSTEM BY HELIMA I_ INTERIOR 15/16" BITE 21 '; BITE J F� i--�+DI- 4� ;�15/16"' GLAZING DETAIL B ;46 GLAZING DETAIL A 1 1/8" Hls EXTERIOR 090" PVB BUTACITE(R) BY DUPONT INTERIOR 3/EMP 1/6" HS0\I ALUMINUM SPACER SYSTEM BY HELIMA 15/16" BITE 1 INTERIOR 15/16" BITE ;T v 4�GLAZING DETAIL D SIGNED: 09/25/2014 PRODUCT I EDPbrlda 7500 AMMR.DAM DRIVII WinDoor ORU%130,PL32832 Ill11 l l l l//// LOas 7j/�j � Building Code /��% INCORPORATED v w111AI os ��1vw.crindoorinacom \\\\�c� �\� . •�G E N S'�9s%� Aeccplance No p3 ` V F 9060 CASEMENT SINGLE &TWIN WINDOW LARGE MISSILE IMPACT 13�;pimti�on Dale OrlL7 1r�10 61 = 1• Mia111 de Pro nctControl GLAZING DETAILS AND B.O.M. 9 �'� STATE" OF • <U �i'�FS'�(pR10P'G\'�\�� ORAIYN: DWC N0. REV DB E is/ONAj1E�\\\\ SCALE OATE SOEE9OZ NTS 01/14/13 5 OF 13 Ar FOR ILLUSTRATION PURPOSES ONLY REVSOh REV DESCRIPTION FOR INSTALLATION DETAILS REFER TO SHEETS 7 - 10 DATE APPROVED D REVISED ANCHOR LOCATIO14S AT JAIABS 01/05/14 R.L. E REVISED PER AID COMMENTS 09/22/14 R.L. 28 2B INTERIOR 0 33 OR OR 14 4 14 OR t 6 34 27 29 30 27 34 17 16 15 34 27 29 38 38 29 30 ..... ....... 36 32 23 31 CD CD 23 31 36 _ 2 10 31 - IMPj� 1 36 10 32 3 32 6 23 23 i--d 23 36 Q n 36 95 31 19 3 22 22 36 35 OOR 2 41 31 33 22 1 2 3 5 33 33 Q 0 34 G 34 27 OR 28 - -- --- - - - - - -- - - EXTERIOR -- — - — - - - 27 OR 28 2f _ 23 '— 29 eHORIZONTAL SECTION z1 23 29 EXTERIOR 30 6 FLUSH FRAME EXTERIOR 30 29 INTERIOR 28 28 INTERIOR O INTERIOR 21 23 27 OR 28 OR OR 14414 pR 23 25 34 r 27 34 17 29 15 15 34 27 30 2127 OR 32 36 34 Q 38 38 2g 3 }� 36 Q 36 23 23 3 1 7 8 11 36 31 38 11 36 36 31 ` 36 2 !p 23 23 23 36 36 22 36 3s 33 22 1 � VERTICAL SECTION VERTICAL SECTION rA 6 FLANGE FRAME FLUSH FRAME 3 3t is 22 OO 2 41 31 00 2 6 SIGNED:0912512014 EXTERIOR e HORIZONTAL SECTION 7500AMS'TE11DANEDRIVE PRODUCTFloridaWinDoor OMNDO,PL3283z as y� �11111II//� \\\��s R• CO//�i�� - s FLANGE FRAME Euilding Code ///ff IIVCORPOItATED �Q7.431 lsos �t•��•tv.ndndoorinccom . •\C E N,9'�'9s'�� Acccplanco No� Expind Datc r ($ 9060 CASEMENT SINGLE & TWIN WINDOW Ey LARGE MISSILE IMPACT *� 10 61 Mi a cVrodun opal CROSS SECTIONS STAT k OF /il DRAWN: DWG no. RLV %O��s //ALtEa��\\ D8 E SCALE NTS DATE 01/14/13 SOETT62OF 13 1` 7/8" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 a 1.✓v �'=y APPROVED SEALANT #14 WOOD -� SCREW EXTERIOR #14 WOOD SCREW APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1" MIN, REV DESCRIPTION DATE APPROVED METAL STRUCTURE EDGE DISTANCE D REVISED ANCHOR LOCATIONS AT JAMBS 01/06/14 R.L. BY OTHERS E REVISED PER MD COMMENTS 09/22/14 R.L. 1 7/16" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE INTERIOR I J 1/4" MAX. A SEAOVEDDANT SHIM SPACE 1' MIN. EDGE DISTANCE CD a . #14 SMS OR O SELF DRILLING SCREWS #14 SMS OR Sn g SELF DRILLING METAL SCREW STRUCTURE BY OTHERS EXTERIOR INTERIOR APPROVED SEALANT EXTERIOR JAMB INSTALLATION DETAIL -- - - - -B-—METACSTRUCTUREINSTALLATION REFER TO NOTES 2-7,17AND 18 SHEET 1 1 7/16" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE L- INTERIOR e 7/8" MIN. EDGE DISTANCE #14 SMS OR o APPROVED SELF DRILLING SEALANT SCREW #14 WOOD 1/4" MAX. SCREW METAL SHIM SPACE STRUCTURE tl6 BY OTHERS 1/4" MAX. WOOD FRAMING v OR 2X BUCK APPROVED SHIM SPACE EXTERIOR VERTICAL CROSS SECTION BY OTHERS SEALANT e JAMB INSTALLATION DETAIL �� 7 METALSTRUCTUREINSTALLATION �WOODFRAMING OR2XBUCK INSTALLATION y 1 7/ ' MIN. REFER TO NOTES 2-7,17AND 18 SHEET 1 7 HEET EMBEDMENT VERTICAL CROSS SECTION 7 OOD FRAMING OR 2X BUCK INSTALLATION REFER TO NOTES 2-7,17 AND 18 SHEET i NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. SEALANT JOINT BY OTHERS TO BE IN ACCORDANCE WITH ASTM E2112. , REFER TO NOTES 2-7,17 AND 18 S 1 SIGNED: 0912512014 7500AMSTERDAMDRIVH \ \ t11111/O/7 / PRODUCT' REVISED WinDoor ORLANDO,FL32832 \\ R.. L Building 'CudOvil!<Iho Plorida INCORPORATED auioAelcries %��mcwindoorinacom `�\�\ �G�NSrji Accepmoce No/4'63QJ6-u v F yiretion Date 9060 CASEMENT SINGLE & TWIN WINDOW*� �ji10 961X BY LARGE MISSILE IMPACT Miam DadePmdnct ont FLUSH INSTALLATION DETAILS O,• STAT �uC DRAWN: DWG NO. REv �iX'��(.S SCALE NTS DATE O1/14/13 08 SOE972OF 13 E / CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET 1 APPROVED SEALANT 1/4" TAPCON 2 1/2" MIN. EDGE DISTANCE 4.. a a. 1 1/4" MIN. 4 ° EMBEDMENT 1/4" MAX. SHIM SPACE EXTERIOR III � INTERIOR 1/4" TAPCON APPROVED SEALANT OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET 1 CONCRETE/MASONRY BY OTHERS 1 �r-2n1 1/4" MAX. SHIM SPACE ° 1 1/4" MIN. `°' a ° . e < a EMBEDMENT 4 8.•' ° < a 2 1/2" MIN. EDGE DISTANCE A VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION 8 REFER TO NOTES 2.7,17 AND 18 SHEET 1 REV I DESCRIPTION I DATE APPROVED �D REVISED ANCHOR LOCATIONS AT JAMBS 01/06/14 R.L. I E REVISED PER MD COMMENTS 109/22/14 I R.L. ' 1 MIN. J EMBEDMENT CONCRETE/MASONRY BY OTHERS ' v OPTIONAL 1 X BUCK a 1 /4" MAX. SEE NOTES 3-7 SHEET. 1 0' SHIM SPACE .o 1/4" TAPCON o ° INTERIOR 1{wll11U1 ...... 2 1/2" u MIN. EDGE DISTANCE a e APPROVED EXTERIOR SEALANT B JAMB INSTALLATION DETAIL 8 CONCRETEIMASONRYINSTALLATION REFER TO NOTES 2-7,17AND 18 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. SEALANT JOINT BY OTHERS TO BE IN ACCORDANCE WITH ASTM E2112. SIGNED:0912512014 ��% T1 i1.1o0r 11IIICIO,AIA'/ PRODUCTREVISED as complying with the Florida VV ORLAND0� 32832DRIVE INCORPORATED P6 WrAA50BIb \\\\0 \ 'n Build'ug Code Acceptance No fjJr' 0 Av4P",eNali/00 m%wriadoorimconr �\\J.'\OENo, ."'p Q V 9060 CASEMENT SINGLE & TWIN WINDOW B,pirntionData 1 *• 0 6 %E By LARGE MISSILE IMPACT =,n f^ r4inn/(iyy_ a deProduclConto1 FLUSH INSTALLATION DETAILS 'DO.� //�s DRAWN: DWG N0. REV 08 50E 902 E ///S�ONA, ;�; \\\ SCALE DATE NTS 01/14/13 8 OF 13 'IlCORI�P`�G\'�'` WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT BEHIND FLANGE #14 WOOD SCREW EXTERIOR #14 WOOD SCREW APPROVED SEALANT BEHIND FLANGE WOOD FRAMING OR 2X BUCK BY OTHERS 7/8" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 1 7/16" MIN. APPROVED EMBEDMENT SEALANT � BEHIND FLANGE 1/4" MAX. SHIM SPACE EXTERIOR APPROVED — SEALANT BEHIND FLANGE METAL - STRUCTURE BY OTHERS 1 /4" MAX. SHIM SPACE 1 7/16. MIN. EMBEDMENT rA� VERTICAL CROSS SECTION 9 00D FRAMING OR 2X BUCK INSTALLATION REFER TO NOTES 2.7, f 7AND 18 SHEET 1 _ 1" MIN. EDGE DISTANCE REV DESCRIPTION I DATE APPROVED D REVISED ANCHOR LOCATIONS AT JAMBS 01/06/14 R.L. E REVISED PER MD COMMENTS 09/22/14 R.L. 1 MAX. SHIM SPACE t" MIN. INTERIOR EDGE DISTANCE _ #14 SMS OR #14 SMS OR SELF DRILLING SCREWS SELF DRILLING METAL ETAL STRUCTURE 4 BY OTHERS APPROVED SEALANT EXTERIOR BEHIND FLANGE JAMB -INSTALLATION -DETAIL 9 METAL STRUCTURE INSTALLATION REFER TO NOTES 2-7,17AND 18 SHEET f 1 7/16" MIN. 1/4" MAX. ~� EMBEDMENT SHIM SPACE #14 WOOD INTERIOR SCREW_ #14 SMS OR SELF DRILLING SCREW 1 /4" MAX. SHIM SPACE eA VERTICAL CROSS SECTION WOOD FRAMING APPROVED SEALANT EXTERIOR METAL STRUCTURE INSTALLATION OR 2X BUCK BEHIND FLANGE 9 REFER TO NOTES2-7,17AND 18 SHEET I BY OTHERS B JAMB INSTALLATION DETAIL NOTES: f. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. SEALANT JOINT BY OTHERS TO BE INACCORDANCE WITH ASTM E2112. FRAMING OR 2X BUCK INSTALLATION 1-9WOOD REFER TO NOTES 2-7,17 AND 18 SHEET 1 SIGNED: 0912512014 7500AMSTERDAMDRIVE WiilDoo.� \�\\llllll/O PRODUCE REVISED n—uplyiny with [Ito FluddR ORLANDO, FL 32832 INCORPORATED PbmcLe7ABIBIIV \\ �• / \\\ \5 '� /i \� 9 / Building Codc Acccplanco No 4-p • 0.3 Fxpiralion Dale 18 P¢<WABl.o5o5 www.windootinccom ` y••�\('iENS� •rf1 _= ir• �0g61 • 1t =_ 'J>�f 9060 CASEMENT SINGLE & TWIN WINDOW LARGE MISSILE IMPACT Mlm�/ adeproduct only . FLANGE INSTALLATION DETAILS TAT ` DRAWN: DV4G N0. 08 REV E O�•'S //7///"ONA`1 �\\\\ SCALE NITS DATE 01/14/13 sOEET920F 13 CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET 1 APPROVED SEALANT BEHIND FLANGE 1/4" TAPCON EXTERIOR 1/4" TAPCON APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK NOTES 3-7 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 1/2" MIN. EDGE DISTANCE ° ne 1 1/4" MIN. 4. ° EMBEDMENT ° 1/4" MAX. SHIM SPACE INTERIOR 1/4" MAX. SHIM SPACE ,a 1 1/4" MIN. e� a EMBEDMENT 2 1/2" MIN. EDGE DISTANCE A VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 10 REFER TO NOTES 2-7,17AND 18 SHEET 1 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET 1 1/4" TAPCON REV DESCRIPTION I DATE APPROVED D REVISED ANCHOR LOCATIONS AT JAIABS 01/06/14 R.L. E REVISED PER MO COMMENTS 09/22/14 R.L. v 1/4" MAX. SHIM SPACE ' � o INTERIOR 2 1/2" MIN. ° v EDGE ° DISTANCt V " um L ° " APPROVED EXTERIOR '° SEALANT BEHIND FLANGE B JAMB INSTALLATION DETAIL 10 CONCRETE/MASONRYINSTALLATION REFER TO NOTES 2-7,17AND 18 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. SEALANT JOINT BY OTHERS TO BE IN ACCORDANCE WITH ASTM E2112. SIGNED: 0912512014 7500AMSTERDe1\I DRIVE WiriDoor \\\1111I11///// RL0 // PRODUCTREVISED as complying with the Florida ORLANDO,FL32832 INCORPORATED F wTeAisosoi� \\�5 - Building Code 03 2%phition Dnt9060 A—ptm co Nr2tro \tRtRKwIndOOflnpCOm ��\ , ` �/,°\\ CASEMENT SINGLE &TWIN WINDOW0By LARGE MISSILE IMPACT�qqc FLANGE INSTALLATION DETAILS �y:bRemi0l STAT OF Os'c(pRSO;'`°G\'�� % DRAWN: D%IG NO. OB REV E ///S/0.. ll SCALE DATE sOE�9O2 NTS O1/14/13 10 OF 13 3 1/4" 3" FRAME ALUMINUM 6063-T6.065" THICK 1 5/16" 22 GLASS STOP ALUMINUM 6063-T6.065' THICK FRAME JAMB — 3 1/4" 3 9/16„ FLANGE FRAME ALUMINUM 6063-T6.065' THICK r1/1 1/4" a—T 23 GLAZING VINYL PVC 80 DUROMETER SASH JAMB SASH N SILL 4 CORNER DETAILS FRAME SILL FRAME JAMB REV DESCRIPTION DATE APPROVED D REVISED ANCHOR LOCATIONS AT JAMBS 01/06/14 R.L. E REVISED PER MD COMMENTS 09/22/14 R.L. 5 1/4" -- 2 5/16' �— " � 1 1/4„ 2 7/8„ 3 1/4" r 1 5/16" SASH ASSEMBLY O COMMON POST 21 GLASS STOP ALUMINUM 6063-T6.065' THICK ALUMINUM 6063-T6.065' THICK ALUMINUM 6063-T6.065"THICK 5/16" 7/16" �—T 3 t FLAP SEAL FOAM CORNERASSEMBLY n7/16" 32 WEATHERSTRIP EPDM 70 DUROMETER SASH SILL PRODUCT REVISED as complying with the Plorlds Building Code Acceplann: NO �. � 03 Lhcpimlion Date FRAME By SILL W1i lj'Dade produci on�rail 7/16" 33 WEATHERSTRIP EPDM 75 DUROMETER 9/16"—� I� as THERMAL-TSTRUT NYLON POLYAMIDE.070' THICK TENSILE STRENGTH 10,390 PSI 7500 AI,IMRDANI DRIVE WinDoor ORLANDO,FL32832 INCORPORATED P6mc107A814100 I•-S01.401,u505 %MWAAlndoorinc.com 9060 CASEMENT SINGLE & TWIN WINDOW LARGE MISSILE IMPACT COMPONENTS DRAWN: DVIG NO. V.L. 08-01902 SCALE NTS DATE 01/14/13 sHEETtI OF 13 SIGNED: 0912512014 SXOTAT•ty� R40RVO •'��'�� /ONA1. 'l�tJ\��` {- 37" FRAME WIDTH -S4"- FRAME HEIGHT 77 3/4" 63 7/16" 49 1/8" 34 7/8" 20 9/16� 6 1/4" SNUBBERS LOCKS 45 1/4" 32 1 /8" 18 1/4„ 4 9/16' SINGLE UNIT LOCK AND SNUBBER LOCATIONS REV I DESCRIPTION I DATE APPROVED D REVISED ANCHOR LOCATIONS AT JAMBS 01/06/14 R.L. E REVISED PER MD COMMENTS 09/22/14 R.L. f#10x3" PH SELF DRILLING SCREW #10xl 1/4" PH SELF DRILLING COMMON POST ATTACHMENT DETAIL SIGNED: 0912512014 750DAAISTERDAB{DRIVE WinDoor /7/ PRODUCTRE•VISED the Ploridn ORLANDO, FL 32832 \\ �1U1111/02 \\\ FZ• L �9 ns complying with Building Code INCORPORATF-.D arlusas� RRVW.\¢IndOOrinC.COnt 4�\J\' CEN• �,.'\ S�; cp Accepinucc No Q,3 Bx irnliDn6lle j$ 9060 CASEMENT SINGLE &TWIN WINDOW ` ,-: fC•f0y6}61 �* LARGE MISSILE IMPACTBy MimI DndoProducl'follt�o) HARDWARE LAYOUT & POST ATTACHMENT DETAILS SL_((��((�cc TATE OF., \ DRAWN: DWC N0. REV 08 E SO GALE NTS DATE 01/14/13 IT12 OF 13 72" 65 3/4" 50 7/8" I 36" 21 1/8" 74" qLI —� - - - nil 622/ 7/ " 49 15/15" L 32/8" 16 1/4 TWIN UNIT LOCKS AND SNUBBERS LOCATIONS SNUBBERS LOCKS REV I DESCRIPTION I DATE APPROVED D REVISED ANCHOR LOCATIONS AT JAMBS 01/06/14 R.L. E REVISED PER MD COMMENTS 09/22/14 R.L. 55 3/4" 50 7/8" 36" 21 1/8" 6 1/4" SIGNED: 0912512014 ��i7 7� 7500AMSTERDAMDRIVE inD ��llllllllll//� PRODUCT' REVISCD � • Oor ORLANDO, FL 32832 \\\ c� i� • L 0 ns complying with lho Florida Building Code INCORPORATED rsooFuTaelstoo F-� .81.a5a5 nmw.ndndoodnc.com \�%� 4i /ice ` \,�.*\GENS S Axpirnhoncccptaoco No 03 F:Date I $ ' *�Jp61 — 9060 CASEMENT SINGLE & TWIN WINDOW LARGE MISSILE IMPACT By HARDWARE LAYOUTS STATE OF �mdmt i ;Wzz i�.P� R /� � � C Q R10�. • \�\� DRAYlN: OVlG N0. REV I/ 08 E SCALE GATE s01902 NTS 01/14/13 13 OF 13 v M IAM l:. at LU0,2 0m MIAAH-DADE COUNTY 9 I PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOAHC RESOURCES (RER) Miami, Florida M 175-2474 BOARD AND CODE ADMINISTRATION 1.1VISION T (786) 3I5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Amarr Garage Doors 125 Carriage Court Winston-Salem, NC 27105 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. DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 16'-0" Wide (DP +45.8, -49.3 PSF) 1 APPROVAL DOCUMENT: Drawing No. IRC-9516-169-26, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets lthrough 3 of 3, dated 03/1412003, with revision C dated 02/04/2013, prepared by Amarr Garage Doors, signed and sealed by Tomas L. Sheltnerdine, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner stuTace of a panel. 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 htspection at the jolt site at tite request of the Building Official, This NOA revises and renews NOA1 # 12-0228.14 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 13-0503.08 Expiration Date: September 4, 2018 Approval Date: August 8, 2013 Page I Amarr Garage Doors CE OF A. DRAWINGS 1. Drawing No. IRC-951( GA) 1000, 2000, Short, 03/14/2003, with revisit seated by Thomas L. Sl B. TESTS 1. Test report on Evaluati Environments per AST Report No. C5463.01-1 2. Test reports on 1) Unif 2) Lar C. CALCULATIONS 1. Anchor calculations sealed by Thomas L. 2. Anchor calculations sealed by Thomas L. D. QUALITY ASSURANCE 1. Miami -Dade Denartin 169-26, titled "Model 950 Heritage & Model 655 Oak Summit, (24 .-ong, Flush and Oak Summit Panels", sheets lthrough 3 of 3, dated a C.dated 02/04/2013, prepared by Amarr Garage Doors, signed and slmerdine. P.E. g e by Structural Solutions, P.A., dated 04/1112013, signed and dine, P.E. by Structural Solutions, P.A., dated 02/09/2012, signed and dine, P.E. "Strbntitted under NOA # 08-0718.03" of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/11/2013, signed and sealed by Tomas . Shelmerdine, P.E. Carlos M. Utrcra, P.E. Product Control Examiner NOA No 13-0503.08 Expiration Date: September 4, 2018 Approval Date: August 8, 2013 I E-1 7' 16 12 G AT' 3/ 43 14GA DURASAFE ROLLER CARRIERS ATTACHE➢ TO R-TRUSS W/ (2) 1/4' x 3/4' HEX HEAD SCREWS PER CARRIER 5 1/E9L % IB GA (5'/ V�Y R-TRUSS) ATTACHED V/(4)// 1/4' X 3/4' HEX HEWS SCREWS TYPICAL DURASAFE END HIN SYP MOULDING 20 GA. W FLEXIBLE SEAL AT TA 3 3/4• MIN. (SUPPUEO BY INSTALLER) SIDERDOM I`- T l (7) 20 GA CENTER STILES ATTACHED WITH (2) 'TOG-L-LOC AT THE TOP AND BOTTOM RAIL AND A➢HESIVE TO INTERIOR FACE -(1) 1/4-20 x 5/8'TRACK 5 1/2'M % 16 GA (5' CONT. VERTICAL JAMB SPLICE BOLT AND NUT PER R-TRUSS) SOUTHERN YELLOW JAMB BRACKET (NO. 2 OR BET TRACK MOUNTING DETAIL N.T.S. Tim (7) INSIDE ELEVATION N.T.S. -14 GA DURASAFE END HINGE ATTACHED V/ (2) 1/4• x 3/4' HEX HEAD SCREWS -14GA DURASAFE TWO (2) ROWS OF ROLLER CARRIERS ATTACHED THREE (3) VENTS TO ENO STILE V/ (31 114• x 3/4, EWALS 15 SO. INCHES HEX HEAD SCREWS PER CARRIER SLIDE LUCK ENGAGES INTO VERTICAL TRACK ON BOTH SIDES 3/8' HIM ENGAGEMENT (SNAP LATCH, OR LOCK BAR OPTIONAL) ATTACH V/(2) 1/4' x 3/4'HEX HEAD SCREWS GE 3 GALV. STEEL END STILE 5/16' x 1 3/6' LAG NED WITH (7) TOG-L-LOC CREV (D PER TO DOORS SKIN AND (2) JAMB BRACKET AT THE TOP AND 3' 20G1 STRUT BOTTOM RAIL ATTACHED W/ (1) 7/I0' DIA (2) 1/4' X 3/4' BOLT RETANER HEX HEAD SCREWS PER ROLIER AT END AND CENTER STILES p... : 2. 10 BALL 2' GALV. STEEL TRACK STEEL HURRICANE TRAP( THICKNESS 083 O-LER V/5• HIN STEM I& DURASAFE 41ER HINGE ATTACHED (4) 1/4' x 3/4' ( READ SCREWS 2- THICK 7- 16 GA END CAP BENINI TOP AND BOTTOM FIXTURE: 24 CA MIN EXTERIOR SKIN ./BAKED ON POLYESTER FINISH TYPICAL STI H.T.S. E 1) ON PAGE 3 SPACING S (7) E HOLE(S) ONLY 3 GA FLAG RRACKET ATTACHED TO WOOD 12 GA COMMERCIAL JAMB V/ 13) 3116 SUL % 1-5/8' LAG BOLTS AND TO /fDP i7 TTARE ATTACHE➢ V/ / (4) 1W x 3/4' HE% HEAD TRACK V/ U) 1/4'-EO x 5/8 TRACK SPLICE BOLTS ANO NUTS /SCREWS ADJUSTABLE SLIDE III CKET ATTACHED V/(2) I/4' x 1/2' BOLT ANO NUTS \J VIA SPUCE TRACKS AT THIS LOCATION W/ 4) 1/4'-20 TRACK SPUCE BOLTS & SE RE TO JAMB Wi1N (J) 5/18' DIA z 1 uc Bats s (SPLICE) (1) 5/ID' DIA z 1-5/8' LAC BOLT ATTACHED TO JAMB AT EA JAMB BRACKET (1) R-TRUSS PER SECTION 12 CA STEEL - G RACK JAMB BRACKETS (TF(ROUGFO ATTACHED W/ (1) 1/4 -20 TRACKSPUCE BOLT &NUT SEE (TABLE 3) ON PAGE 3 FOR JAMB BRACKET SPACING CONFIGURATION FOR 6'6' UI STILES �� • IV DESNIM OF F2WSTJNS DATE DT IT. STEEL RETAINER A IIIEMITO+YJ2TDIIDG MM0&FG5AGl0 06/II/08 SXX V/ BOTTOM SEAL B GnUMFICZ0 10/I8/11 DRC SECTION A —A (SIDE VIEW) c eOIDSTNITTOBOIAISCW+ Oa/Ot/II IaR H.T.S. AX SIZE PR011UCPREVISED A18' X 14' m �°°neSHfa�a wiaLLhFlaw °+3a eLPs�'ENgMF•¢d�w/2� P� AWDNo ✓7 -6.SQ vvS• —49.3 PSF 4 0��••• V lc t A° d Q 004f35 9 z By "` lk� 1 k'• c v M1mti Pnd11(f -g- STATE OF �4/0 4' �- O LARGE MISSLE� c �� P,•t� w� ^� 16 GA END CAP BEHIND IMPACT C �•� • AND BOTTOM FIXTURES RESISTANCE E� °�eoSSj�NAr-L��°°,`� LARGE MISSLE� FL��,, °eeeesel°°°q 5X3/4' MPACT RESISTANT 2� 163 CARRIAGE COURT VINSTON-SALEN, ILQ 27105 WVA%URR.CDM MODEL 950 HERITAGE (24 GA) 1000, 2000 ED MODEL 055 OAK SUMMIT (24 GA) IODO, 2000 SHORT, TANG, FLUSH, AND OAK SUMMIT PANES 97E DRAV4 BY DU DATE OS/12/01 DRAY02C mm 6 aa(AmBr uF DATE ol/H/al IRC-9516-169-26 =1 of J PEClFICA710NS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +366.4 LBS/FT & -394.4 LBS/FT 3. DOOR AND HARDWARE WALL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.0216) MIN. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 7'0' HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 5 1/2" R-TRUSS PER SECTION & (2) 3" 200A STRUTS AT BOTTOM SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE;5 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WAND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE --- ---TEST-REPORTS-WITH-CONFIRMATION-THAT-THE-SPECIMENSSYERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 34.600 PSI OR MORE SHALL BE USED. TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. AVAILABLE TRACK CONFIGURATIONS INTERIOR OF GARAGE MAX. W10TH 16'0" DESIGN LOADS +366.4 LBS/FT SEE NOTE 2 -394.4 LBS/FT WOOD JAMB ATTACHMENT TO STRUCTURE 5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 12' O.C. (1 1/2' EMBEDMENT) P X 6 VERTICAL iAHR ATTACHMENT TO 2.00 PSI CONCRETE HILTI KV1K BOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24' D.C. (2 1/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 12' O.C. 0 1/4' EMBEDMENT) 1TW/RAMSET REDHEAD (TRU-BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 22' O.C. (2 1/2' EMBEDMENT) P X 6 VERTICAL JAMB ATTACHMENT TO HCLLOW C-90 BLOCK SIMPSON 1/4' X 3' TITEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT. 8' O.C. G 1/2' EMBEDMENT) HILTI 1/4' X 2-3/4' KW1K-CON 11+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT B' O.C. (1 1/4' EMBEDMENT) P X 6 VERTICAL JAMB ATTACHMENT TO GROUTED C-90 PT OCK(2000 PSI GROUT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4- STARTING 6' FROM ENDS THEN 14' D.C. (1 1/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK) .LAGS AND BOLTS CAN BE COUNTERSUNK 70 PROVIDE A FLUSH MOUNTING SURFACE, .PREPARATION OF WOOD JAMBS BY OTHERS 4STRUCTURF CONCRETE HOLLOW BLOCK GROUTED BLOC Yr STRUCTURE STRUCTURE STRUCTURE w a 1I2-3/4' MIN 1-1/2' MIN 1 4' 2X6 JAMB TYP. 3' MIN By By Pn,duc{Cpmd IDM OF 1R11S08 DATE BY MlO2)72FB5MMR6&FG39OD 06AIM 901 1DTDFMMO 1D/IB/II BRO 9UETOB01➢H Bm 02104/131 RR MAX S1ZE - cv �ESCN LOADee�a5 eTT SH ep��i �„ +45.8 PSF dE �so��P.•�GEiV $F� jio 'US -49.3 PSF = a Q• �. •• 2 r e 2 46: glo 0048 :� oto E— 511�r STA7C OF ; ��e ARGE MISSILE2v 'XIMPACT js �^ RESISTANCE E2 o"vr`0, :.. ... C!\�o,, 23 2 arr 165 CARRIAGE WAT VDISTDS-SALEM, N.C. 27105 VWAMNL7.COM MODEL 050 TIRRITAGB (24 GA) 1000, 2000 MODEL 665 OAR SUMMIT (24 GA) 1000, 2000 SHORT, TONG, FLUSH, AND OAK SUMMIT PANELS SMI DRAVI BY DLJj DATE N/11/OS DtiWAC INm B txa®BT AIE DATE oT/u/o] IRO-9516-169-26 9TII 2 (F 3 IN TABLE 1 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP A B C D E F G H I T NoTw 41/2 5mu 17.1/2;; 35 m 53'I/2" ti 0;1/2 , 7' 41/2" 7" 171/2" 381/2" 591/2" 761/2" 8' 41/2" 7" 171/2" 351/2" 531/2" 71 1/2" 881/2" ; 17.1L2;: $8_[(2 ' S2 I/2.: 7771I2 9' 4112" 7" 141/2" 321/2" 501/2" 681/2" 861/2" 1001/2" 9 6, N.4n1%2' '$9-1/2'; 10' 41/2" 7" 17 1/2" 381/2" 591/2" 771/2" 95112" 1121/2" ;1Q1 1/2' ., , 1a64,[?` 11' 41/2" 7" 17 1/2" 351/2" 531/2" 71 1/2" 891/2" 107112" 124112" „ ll 6 41%2' 7":,� 17 1/2: 38,1/2'_ 59 1/2_ min" �95F1/2„ 1a;31/2,`, . � . .:,, 13p,1I2,'"; 12' 41/2" 7" 171/2" 381/2" 591/2" 801/2" 101 1/2" 1191%2" 1361/2" ;`:�26, _., 4172 , ,,„ 7_r�, 1,7,1/2;, 35.1/,2;, 531/2 71 1/2 •`8.91/2' 107,1/2'S' 1251/2', 142,1L2. 13 4 112" 7" 17 112" 38 112" 59 112" 77 1/2" 95 1/2" 113 1/2" 131 112" 148 1/2" 13 Q1,1l2 ; �191(2. 1,7fi1/2 1:541/2":„ 14' 4112" 1 7" 17 1/2" 38112" 591/2" 801/2" 101 1/Z' 1221/2" 1431/2" 1601/2" TABLE 3 DOOR TRACK ATTACHMENT SPLICE HEIGHT A B C D E F G H I J K L M N S 66" 64 70° 7' 3" 14" 27" 3811 4611 5611 68" 76" 78" 82 8. 3 14 27' 38' 46 56 68 78 88 46 ,561.,68 `88'!, 9 3 14 27 38 46 56' 68 78 88 100 14" 27" 38" 46" 56" 68" 78 88" 100" 112" , L 1- 14,-: iL 27 14 27 38 46 56 68 78 88 100 110 124" : 14 27 38.;;; 46 , 56, 68' ; _7.888 i :100 1,10' 120' - �,; 1,30 '14 M3"" 27 38' 46" 56 68" 78 88 100 110'122 136' 14',; ;27!' 38" 46" 56' 68' 78 88;; 100 199' 122' 132 ,, 142, s" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 148"'., _14; ,27', ;38 46 56" 68" 78" 88'; :100' 1Q9' 122;; 134`` 144 154', ;" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 146" 160" ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED WITH SYP NO.2 OR BETTER ONLY TABLE 4 3ecUm Cenla Sine Laeauane D.l-.s Lan Loft Edga .Wldlh P) Pend Typo 1st M) 2.1 M) 34d M) 4N Qn) 61h ON 61h M) 7"' On) 10t0 SI 25.218 48AM 71.594 94.782 10i0 Lag 30.000 60.000 90.000 10',0 Bad 30.62560.@10 89.375 12.0 Shod 26.624 W812 72.000 05.188 118.378 1710 Lag 27.250 49.625 72.000 BC375 116.750 17.0 Brad 24.625 48.313 72.000 65.688 119.375 122 Shot 26272 49.636 73.000 963M 119.728 12:2 I Lang 127.168 50.084 73.000 05.916 116.832 12;2 Bead 25.125 49.063 73.0W 9&S38 120.876 VA Start 27.212 60.636 74.000 97.364 120.728 12:4 Long 28.168 51.084 MOW 96.916 119.832 12 4 Bead 25.025 49.813 74.000 1 98.188 122375 12:6 Shot 28.340 60.870 75.OD0 1 99330 123.660 12'6 Lag 27.340 51.170 75.000 98.830 122.660 17;6 Bead 26.175 50.563 7b.000 99.438 123.875 17:8 Sims 2T.340 61.670 70.000 100.330 124.680 1Z 8 Lag 28.200 62.100 7&000 8A800 123.800 17A Brad 28.625 51.313 70.000 100.688 125.375 12,10 Shut 27.600 52.250 77A00 101.750 126.500 12110 29.200 63.100 77.000 100.900 124.800 12,10 Bad 27.126 52.063 77.000 101.938 126575 13'.0 Shot 28.000 53000 78.000 103.000 128.000 l3}z Shot 29.000 64.000 70AW 104.000 75 129.000 _ 13'.2 L 31.200 65.100 79.000 102900 126.800 1352 Bead 28125 63.SAi 79.G00 104-438 129.875 - -- - 13'.4 SW 28.8W 64AOO BO.ODO 105.500 131.200 134 Lag 29.8Mw ma"m 80.000 1054100 130.200 13'.4 Brad 2&625 54213 SO.ODO 105.688 131.375 13',6 Shad 29.800 66.400 81.000 106.600 132.100 13'.6 Lag 30.800 Sum Si.000 105. 00 131.200 1T;8 Brad 29.125 55.063 01.000 106.933 132.875 131.0 Shad 30.800 56.400 82.000 107. 133.200 17�8 Lang 31.250 58.825 82.000 IW.376 132.750 13';8 Bead 29.625 S5.813 82.000 108.188 134.375 13110 SW 31.388 U 163 82.938 108.713 134.488 13'.10 Lag 31.340 57.170 83.000 108.830 134.660 lXj I0 Bad 30.12558.563 83.000 109.438 135.875 1450 Skd 31.588 67.763 SIM 110.113 136.288 W.0 Lag 33250 5&625 KOM 109.376 134.750 14':0 Bead 30.625 57.313 84.000 110.688 137.376 14'+2 Shod 32.764 5&846 84.938 1116413 137.888 14'2 Lag 33.340 5At70 S5.000 110.830 138.660 4',2 Bond 31.125 5&063 85.000 111.938 138.875 1414 Shad 32.388 69.163 85.938 112.713 139.488 14' Lag 34.340 60.170 86.ODO 111.830 137.660 INN Bead 31.625 59.813 66.000 113.188 140.375 14' 6 Sh t 32.788 69.863 86.938 114.013 141.086 74',e Long 3S340 81.170 8760DO 112B300 138.660 14'.8 Bad 32125 59.50 87.000 114.438 141.876 14',8 Shot 33.168 60.683 87.9M 115.313 142.688 '8 Lag 23.218 44.812 66AG6 6S.000 109.694 131. 888 152.782 14':8 Bead 32.625 Ea313 88.0DO 115.688 143.375 4i10 S 33.688 61.283 88.938 116.613 144.288 14';10 Lag 23900 45.600 67.300 89.000 00 132.400 164.100 1440 Brad 33.126 61063 89.ODO 118.fA8 75 15. Shad 33M 61.938 89.938 117.938 38 i6.0 Lag 24.900 46.600 6&300 90.000 00 M. 155.100 160 Bead 33.625 61.813 90.000 118.188 76 16'm2 Shal 34.388 62,663 90.938 19.213 88 15'2 L 25.900 47.600 69300 91.000 _ 134.400 §14 158.10016':2 Bead 34A 62.663 91.000 119.438 615' 4 SMd 28.000 67600 79.200 104.800 00 158.00075';4 Lag 24876 47.250 69.62b 92.000 75 138.750 159.126I&A Dead 34.625 63.313 92.000 120.688 75We Shad 23.436 40.024 69.812 93.000 88 139.376 162. 41U0 Lg 246GW 47.600 70.300 93.000 .00 138.400 161.100 16':0 Bead 24.62E 97.417 70.209 83.1100 116.792 136.683 181375 158 Shot 24.436 47.624 70.812 94.00D 117.188 140.376 183.684 15r8 Long 25900 48800 71.300 94.000 110.700 131400 162.1DO 1178 Bead 25.026 48.017 71.009 04.000 716.992 139.Sa3 162.975 1E.10 Sind 26.438 48.821 71.812 95.000 118.188 141.376 164.564 15;10 2&251 49.167 72084 &5.000 117.917 140.833 163.760 15513 Bead 23.d28 46.817 7I.SO9 95.000 118.192 141,383 164.676 161,0 Shal 26.436 49.624 12.8 2 90 142.376 119..770802 165.564 l 70ag 1181416400 IMAM 10,0 ' o8.o00119. M.- 187376 TABLE 2 SECTION HEIGHTS HEIGHT 19 1 CESCNPT[N CF BE Wa I DATE IDY A IiFR.NWIW310/F8', l4Alib d4fG)H.® 06/II/OB SCY B lumulofmmo 10/18/11 we C I m mE W B31AJ sm(N 02/04/13 IU MAXSIZE 16' 16x 14'DES10 0 +4 8 IGN LPS F € °w°°�P ........ fS �T -49.3 PSF �4 c `( a � a N 04057 f ' STATE OF LARGE AIISSLE t� ' IMPACT PFOlH1CT IIEVISL•) RESISTANCE 7'Jod1 O R 1 G 1e o�ly4lg with the Flmi& EA F � v*'4, /ON A S,'1 Bttlid111� Cade A.W-mc, 11et3-o"Z, a ml P 17 V n i Prodt4LiCaWd 16S CARBIA6E CW.FT NNST@I-SALEN. N.G 27103 VYV, sm DBAYH BY RJ DATE O3/12/03 1 OMWH9 "m 8 a¢a9B BY UE DATE 03/14/03 IRC-9516-169-26 wu 3 Cf 3 OA WinDoor, Inc. 7500 Amsterdam Drive Orlando, FL 32832 RESOURCES (RER) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (7W 315-2590 F (786) 315-2599 wnnv. m is m i d ade. goy/economy SCOPE: This NOA is being issued under the applicable riles 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 Egli Velocity Hurricane Zone. DESCRIPTION: Series 119020" Aluminum Fixed Window — L.M.I. i APPROVAL DOCUMENT: Drawing No. 08-01634, titled "9020 Picture Window— Large Missile Impact" sheets 1 through 9 of 9, dated 06/20112, with revision A dated 10/24/12, prepared by manufacturer, signed and sealed by Luis R. Lomas, Pi E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 Iogo, city, state, model/series, and following statements "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be c< no change in the applicable building c TERMINATION of this NOA will i in the materials, use, and/or manufac of any product, for sales, advertising to comply with any section of this NC ADVERTISEMENT: The NOA r followed by the expiration date may displayed; then it shall be done in its f 3idered after a renewal application has been filed and there has been le negatively affecting the performance of this product. our after the expiration date or if there has been a revision or change •e of the product or process. Misuse of this NOA as an endorsement any other purposes shall automatically terminate this NOA. Failure shall be cause for termination and removal of NOA, nber preceded by the words Miami -Dade County, Florida, and e displayed in advertising literature. If any portion of the NOA is 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 consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.12-0627.05 MIAMI pADE GOUNTY Expiration Date: January 17, 2018 F� Approval Date: January 17, 2013 Page 1 File C®pW WinDoor, Inc. NOTICE OF AC, A. DRAWINGS 1. Manufacturer's die di 2. Drawing No. 08-016: 1 through 9 of 9, date manufacturer, signed EPTANCE: vings and sections. , titled "9020 Picture Window - Large Missile Impact", sheets 06/20112, with revision A dated 10/24/12, prepared by id sealed by Luis R. Lomas, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) For Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with installation diagram of an aluminum fixed window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-210-3774-1, Specimens 1, 2, 3, 4, 5, 6, 7, 8 and 9, dated 04/17/12, signed and sealed by Gerald J. Ferrara, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with installation diagram of an aluminum fixed window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-210-3774-2, Specimens 1, 2, 3, 4, 5, 6 and 7, dated 04/17/12, signed and sealed by Gerald J. Ferrara, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with installation diagram of an aluminum fixed window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-210-3774-3, Specimens 1, 2, 3, 4, 5, 6 and 7, dated; 04/17/12, signed and sealed by Gerald J. Ferrara, P.E. Manuel Perez, P. n Product Control Exa ne NOA No. 12-0627. Expiration Date: January 17, 2018 Approval Date: January 17, 2013 E-1 WinDoor, Inc. C. CALCULATIONS 1. Anchor verification dated 06/11/12 and 2. Glazing complies w D. QUALITY ASSURANCE 1. Miami -Dade Depart E. MATERIAL CERTIFICA7 1. Notice of Acceptance for their "DuPont Sei F. STATEMENTS 1. Statement letter of interest, dated June 2. Laboratory complii 3774-2, and NCTL dated 04/17/12, all 3. Proposal No.11-0, on July 06, 2011, si G. OTHER 1. None. culations and structural analysis, complying with FBC-2010, 18/12, prepared, signed and sealed_ by Luis R. Lomas, P.E. ASTM E1300-04 . of Regulatory and Economic Resources (RER) o. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. yGlas© Interlayer"'dated 08/25/11, expiring on 01/14/17. formance, complying with FBC-2010, and of no financial 2012, signed and sealed by Luis R. Lomas, P.E. letter for Test Reports No. NCTL-210-3774-1, NCTL-210- 0-3774-3, issued by National Certified Testing Laboratories, ied and sealed by Gerald J. Ferrara, P.E. issued by Product Control Section, dated May 23, 2011, revised �d by Manuel Perez, P.E. E-2 Mai uel P�ePO , P.E. Product Contrpi E. miner NOA No.-0617.05 Expiration Date: January 17, 2018 Approval Date: January 17, 2013 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: ALUMINUM 6063-T6. 6. UNITS MUST BE GLAZED PER ASTM E1300-04. SEE SHEET 4 FOR GLASS OPTIONS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. —B.—SHIM--AS-REQUIRED-AT- EACH_INSTALLATIONAIyCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD SCREWS WITH - SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO METAL STRUCTURE USE #12 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. ALL FASTENERS TO BE CORROSION RESISTANT. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063-T5 1/8" THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 5 ELEVATIONS AND CHARTS 6 CROSS SECTIONS AND B.O.M. 7 - 8 INSTALLATION DETAILS 9 COMPONENTS REVISIONS REV I DESCRIPTION DATE I APPROVED A I ADDED CALL OUTS 10/24/12 1 R.L. " 7500 j"IMRD4>T4 DRIVE WiD D OOf ORLANDO, FL 32832 APProvedasmmld 29Villbthe INCORPORATI31) P407.4nws5 t%%,.windoorincspm Florida FZpWIRg >- pn Date -1 NOif 3 1 �. 3 9020 PICTURE WINDOW PtIn Ua.tzP!lplro[ LARGE MISSILE IMPACTrodpel ny lLf{� CL LI,IS� GL NOTES DRAWN: OIYC N0, REV /", .L R. Lomas P.E. A.P. 08-01634 A ot Flarjda No, 62514 SCALE NTS DATE 06/20/2012 1 SHEET 1 OF 9 - 60" MAX FRAME WIDTH 4' MAX 8" MAX O.C.-- 4" MAX 6 1 8' MAX. T 120' MAX FRAME HEIGHT E REV DESCRIPTION {— 96" MAX FRAME WIDTH -I A Aooeo CALL ours MISSILE LEVEL D, WIND ZONE 4 AND HVHZ 9020 PICTURE WINDOW WITH GLAZING A, B AND C EXTERIOR VIEW REFER TO CHARTS IN SHEET3 FOR SMALLER UNITS RATINGS DESIGN PRESSURE RATING IMPACT RATING t100.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 AND HVHZ WITH GLAZING A DESIGN PRESSURE RATING IMPACT RATING t90.0PSF LARGE MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 AND HVHZ WITH GLAZING BAND C RMSIONS DATE APPROVED 10/24/12 R.L. 7500 AAInTIRDAM DRIVE - .RPI'Mcd m ww F ag fvlW llfoINCORPORATEDpW40148I0505 F7arida �--d'Zdf. Ilun WinDoor ORLANDO, FL 32832 rlox,o7aslaao %v v.windootinc.wmNOA9020 PICTURE WINDOW LARGE MISSILE IMPACT BY ' JAW& y Lr ELEVATIONS AND CHARTS Luls:R.. Lamas P.t. Fla d& No. 625.14 ORAVIN: A.P. OIVC N0. 08-01634 REV A SCALE NTS DATE 06/202012 SH-2 OF 9 REVISIONS REV DESCRIPTION DATE I APPROVED A I ADDED CALL OUTS 10/24/12 1 R.L. Design pressure rating for units with glazing A (pso Frame Frame width (In) ^ Height 24.0 30.0 36.0 42.0 48.0 54.0 60.0 1 66.0 72.0 78.0 84.0 90.0 96.0 (in) Pos Nag Pos Neg Pos Neg Pos Neg Pas Nag Pas Nag Pas Neg Pas Pas Nag Pas Neg Pas Nog Pas Nag Pas Nag 24.0 110.0 147.3 110.0 146.0 110.0 1449 110.0 143.3 110.0 142.0 110.0 140.7 110.0 139.3 110.010.0 136.7 110.0 135.3 110.0 134.0 110.0 132.7 110.0 131.3 30.0 110.0 146.0 110.0 145.8 110.0 144.2 110.0 142.6 110.0 140.8 110.0 139.2 110.0 137.6 110.010.0 134.2 110.0 132.6 110.0 130.8 110.0 129.2 110.0 127.E 36.0 110.0 144.7 110.0 144.2 110.0 144.0 110.0 142.0 110.0 140.0 110.0 138.0 110.0 136.0 110.010.0 132.0 110.0 130.0 110.0 128.0 110.0 126.0 110.0 124.0 42.0 110.0 143.3 110.0 142.5 110.0 142.0 110.0 141.8 110.0 139.5 110.0 137.2 110.0 134.8 110.010.0 F120.8110.0 130.2 110.0 127.E 110.0 125.6 110,0F127 110.0 120,8 48.0 110.0 142.0 110.0 740.8 110.0 140.0 110.0 139.6 110.0 139.3 110.0 136.7 110.0 134.0 110.0110.0 128.7 110.0 126.0 110.0 123.3 110.0 110.0 118.0 54.0 110.0 140.7 110.0 139.2 110.0 138.0 110.0 137.2 110.0 130.7 110.0 136.5 110.0 133.6 110.010.0 127.5 110.0 124.E 110.0 121.5 110.0 110.0 115.5 60.0 110.0 139.3 110.0 137.5 110.0 138.0 110.0 134.8 110.0 134.0 110.0 733.6 110.0 133.3 110.0110.0 126.7 110.0 123.3 110.0 120.0 110.0 110.0 113.3 66.0 110.0 138.0 110.0 135.8 110.0 134.0 110.0 132.6 110.0 131.3 110.0 130.E 110.0 130.0 110.0110.0 1262 110.0 122.E 110.0 118.8110.0110.0111.6 720 110.0 136.7 110.0 134.2 110.0 132.0 110.0 130.2 110.0 128.7 110.0 127.5 110.0 128.7 110.0 126.2 110.0 126.0 110.0 122.0 110.0 118.0 110.0 110.0 110.0 135.3 110.0 132.6 110.0 130.0 110.0 127.8 110.0 126.0 110.0 124.6 110.0 123.3110.0 134.0 110.0 130.8 110.0 128.0 110.0 125.6 110.0 123.3 110.0 121.6 110.0 120.0 110.0 1327 110.0 129.2 110.0 126.0 110.0 123.2 110.0 120.7 110.0 118.5 110.0 116.7 110.0 131.3 110.0 127.5 110.0 124.0 110.0 120.8 110.0 118.0 110.0 115.6 110.0 113.3 R78.0110.0 110.0 130.0 110.0 125.8 110.0 122.0 110.0 118.E 110.0 115.3 110.0 112.5 110.0 11 .0 110.0 128.7 110.0 124.2 110.0 '120.0 110.0 116.2 110.0 112.7 109.6 109.E 108.7 108.7 110.0 127.3 110.0 122.6 110.0 118.0 110.0 113.8 110.0 {10.0 106.E 106.5 103.3 103.3 110.0 128.0 110.0 120.8 110.0 116.0 110.0 111.5 107.3 107.3 103.6 103.6 100.0 100.0 Design pressure rating for units with glazing B and C (psi) Frame Re" Width (In) , Height 24.0 30.0 36.0 42.0 1 48.0 54.0 6 0 66.0 72.0 78.0 94.0 90.0 96.0 (In) Pas Neg Pos Neg Pos Neg Pos Nog Pos Neg Pos Neg Pos Neg Pos Neg Pos Neg Pas Neg Pos Pos Neg Pas Neg 24.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 136.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 110.0 135.0 110.0 135.0 30.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 136.0 110.0 135.0 110.0 110.0 135.0 110.0 135.0 38.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 136.0 110.0 135.0 110.0 110.0 135.0 110.0 135.0 42.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 136.0 110.0 135.0 110.0 135.0 110.0 f135 110.0 136.0 110.0 131.7 48.0 110.0 135.0 110.0 136.0 110.0 136.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 136.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 110.0 131.3 110.0 126.0 54.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 136.0 110.0 135.0 110.0 110.0 127.0 110.0 121.0 60.0 110.0 136.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 136.0 110.0 135.0 110,0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 110.0 123.3 110.0 116.7 66.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 136.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 110.0 120.3 110.0 113.0 72.0 110.0 135.0 110.0 136.0 110.0 135.0 110.0 135.0 110.0 135.0[97.0 135.0 110.0 136.0 110.0 135.0 110.0 135.0 110.0 134.0 110.0 126.0 110.0 118.0 110.0 110.0 78.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 136.0 110.0 135.0 84.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 136.0 133.0 110.0 130.0 90.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 131.3 127.0 110.0 123.3 96.0 110.0 136.0 110.0 136.0 110,0 135.0 110.0 131.7 110.0 128.0 121.0 110.0 116.7 ' IOZO 110.0 135.0 110.0 135.0 110.0 134.0 110.0 127.0 110.0 120.7 116.0 110.0 110.0 108.0 110.0 136.0 110.0 135.0 110.0 130.0 110.0 122.3 110.0 116.3 109.0 103.3 103.3 114.0 110.0 135.0 110.0 135.0 110.0 128.0 110.0 117.7 110.0 110.0 103.0 96.7 96,7 120.0 110.0 135.0 110.0 131.7 110.0 1220 110.0 113.0 104.7 104.7 97.0 90.0 , 90.0 - 7500 AMSTERDAM DRIVE WinD o or ORLA `IDO, FL 32832 Ap rored N a 77orlda Bnidinge�+vllh llM D 1e ri /ZOJ 3 NOgB / Ati�ml NeProdatt ehlro INCORPORATED �°"t'aT•4°I'e'�1p rae4ln.481.0SOS amm-indoodnc.cnm ��/�yjj//L / 9020 PICTURE WINDOW LARGE MISSILE IMPACT ELEVATIONS AND CHARTS (r Luis flora Z. L'o , .6 P.E. ''Florida No, .6251'4 OR0.1VN: A.P. D1YG N0. 08-01634 REV A SCALE NTS DATE 06/20/2012 SHEET3 OF 9 ' 4" MI T 1 8" MAX C -T 120" MAX FRAME HEIGHT 1 5" M 60" MAX FRAME WIDTH --{ a" 9020 PICTURE WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACTRATING +100.01-120.OPSF LARGE MISSILE 1MPACT MISSILE LEVEL D, WIND ZONE 4 AND HVHZ WITH GLAZING AAND B REVISIONS REV I DESCRIPTION DATE I APPROVED A I ADDED CALL OUTS 10/24/12 1 R.L. Marlmum dacinn nresarm canarlfv rharf /nc11 Frame Frame width (in) Height (in) "14.00 Pos " Nei '30.00 Pas ' I Nag 36.00 Pas Keg '42.00. I Pas Meg 46.00 Pas Nag �54.00 Pas I Meg 80.00 Pas Nag _36.0- 150.0 J60.0 -160.D 160.0 160.0 150.0 160.0 150.0 150.0 150.0 160.0 160.0 150.0 150.0 42.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 160.0 160.0 160.0 48.0 . 150.0 160.0 160.0 160.0 150.0 150.0 150.0 160.0 150.0 160.0 160.0 150.0 160.0 150.0 54.0 150.0 1SO.0 160.0 160.0 160.0 150.0 150.0 160.0 160.0 160.0 160.0 160.0 143.4 150.0 60.0 150.0 150.0 150.0 160.0 160.0 150.0 150.0 160.0 150.0 150.0 150.0 160.0 133.3 150.0 60.0 .. 150.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 160.0 150.0 145.6 160.0 125A 150.0 72.0 160.0 150.0 160.0 150.0 160.0 160.0 150.0 150.0 160.0 15D.0 138.9 160.0 119.0 142.9 78.0 . 150.0 150.0 150.0 160.0 160.0 160.0 150.0 150.0 150.0 150.0 133.8 150.0 114,0 136.8 84.0 160.0 150.0 150.0 150.0 150.0 150.0 150.0 160.0 160.0 150.0 120.9 150.0 109.9 131.9 90.0 150.0 150.0 150.0 150.0 160.0 160.0 160.0 150.0 1150.0 160.0 127.0 160.0 108.7 128.0 96.0 150.0 160.0 150.0 150.0 160.0 160.0 150.0 160.0 160.0 160.0 126.0 160.0 104,2 125.0 102.0 160.0 160.0 150.0 150.0 160.0 160.0 150.0 150.0 150.0 150.0 123.6 148.6 102.3 122.8 108.0 160.0 160.0 150.0 150.0 160.0 150.0 150.0 1b0.0 160.0 150.0 123.E 148.1 101.0 121.2 114.6 160.0 imal i6o.ol 150.0 160.0 150.0 160.0 160.0 150.0 160,0 123.5 148.1 100.3 120.3 120.0 160.0 150.0 150.0 160.0 160.0 150.0 150.0 160.0 160.0 160.0 123.5 148.1 100.0 120.0 4pproved ar complying nilh fop Florid o101ogC o NOAN 1 v rmeet control %' 7500 AAfSTERDAMI DRAM WinDoor ORLANDO, FL 32832 TNCORPORATED P---407.4e11wo Pov401.481.050S %--vindootinc.mm 9020 PICTURE WINDOW LARGE MISSILE IMPACT ELEVATIONS AND CHARTS A.P. 1 08-01634 SCALE NTS OATS 06/20/2012 SHEE74 OF 9 LUIS R. 'Lomas P.E. Florida No. 62514 144" MAX FRAME WIDTH 12" 6" MAX TYP 6" MAX MAX 3" MAX TYP 3/16" O.C. MAX. D.L.O. A 6" MAX T 12" MAX O.C. D 9 18" MAX TYP 12" MAX O.C. TRIPLE PICTURE WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING f85.0PSF LARGE MISSILE IMPACT 72" MAX FRAME HEIGHT PENSIONS REV DESCRIPTION DATE APPROVED A ADDED CALL OUTS 1 10/24/12 JR.L. Design pressure rating chart (sO Frame Total Fralre Wdlh (In) Helght 35.00 54.00 72.00 90.00 f0a.00 126.00 144.00 (In) Poi Nag Pos Nag Pas Nagr Meg Pos Neg Pos Nag Pos Meg 24.0 10D.0 126.0 100,0 125,0 100.0 126.0 126.0 100:0 -126:0 100A -126:0 -100:0- -126:0- 30.0 100.0 126.6 100.0 125.0 100.0 126.0 125.0 100.0 126.0 100.0 125.0 100.0 125.0 36.0 100.0 125.0 100.0 126.0 100.0 125.0 125.0 100.0 126.0 100.0 125.0 100.0 122.0 100.0 125.0 100.0 125.0 100.0 126.0 126.0 100.0 125.0 100.0 125.0 100.0 125.0 48.0 100.0 125.0 100.0 125A 100.0 126.0 126.0 1000 1280 1000 1250 WOO 126.54.0 100.0 125.0 100.0 125.0 1 DO.0 125.0 125.0 100.0 126.0 100.0 125.0 100.0 12500.0 100.0 126.0 100.0 125.0 100.0 126.0 125.0 100.0 125.0 100.0 119.0 100.0 125.0 100.0 125.0 100.0 125.0 126.0 100.0 113.3 100.0 103.6 97.1 07.1 72.0 100.0 126.0 100.0 126.0 1 100.0 125.0 1 100.0 1 114.6 1 100.0 1100.7 1 01.4 I 01.4 1 85.0 85.0 MISSILE LEVEL D, WIND ZONE 4 AND HVNZ WITHGCA ZING A, BAND C �1- •; [ i q 7500 A111STERDAAL DRIVE .. W inD o or ORLANDO, IZ 32832 XPProved.aecorupWgvvlthMQ INCORPORATED P-47AML5050 Florad�IOlo ru aoTne[nsos vnvavdadootinc.com n � o+j Date. 1^ 0 \��- NDAq 9020 PICTURE WINDOW / NO? Dade nnooddqq hol LARGE MISSILE IMPACT �,/9Z Dyl 7, �� ELEVATIONS AND CHARTS DRAWN: DWG NO. REV Luis R. Lomas P.E. A.P. 08-01634 A Florida No. 62514 SCALE NT$ JDAIE 06/20/2012 SHEEr5 OF 9 PARTS LIST PART NUMBER DESCRIPTION MANUFACTURER MATERIAL S-9020Al-WDI FRAME HEAD AND SILL ASSEMBLY KEYMARK ALUMINUM 6063-T6 S-902OA2-VIDI FRAME JAMB ASSEMBLY KEYMARK ALUMINUM 6063-T6 S-902OA3-WDI MULL ASSEMBLY KEYMARK ALUMINUM 6063-T6 FH-06559 MULL INTERIOR REINFORCEMENT KEYMARK ALUMINUM 6005-T6 FS-06558 MULL EXTERIOR REINFORCEMENT KEYMARK ALUMINUM 6005-T6 S-49328 SCREVI COVER KEYMARK ALUMINUM 6063-T6 S-49330 FLUSH ADAPTOR KEYMARK ALUMINUM 6063-T6 S-49329 9/16" GLASS STOP KEYMARK ALUMINUM 6063-T6 S-46084 1" GLASS STOP KEYMARK ALUMINUM 6063-T6 S-46083 1 3/8" GLASS STOP KEYMARK ALUMINUM 6063-T6 GSVN-07A GLAZING VINYL 131014 88xl" SCREVY STAINLESS STEEL #8x1 3/4' SCREW STAINLESS STEEL #12xl" SCREW STAINLESS STEEL 121000-12100E1 SETTING BLOCK -RUBBER SIKA 552 URETHANE SEALANT 9/16" 1. 1/4" HS .090" SGP BY DUPONT 1/4" HS 3/16" TEMP EXTERIOR T T 16 11 v � I�I 6 HORIZONTAL SECTION VERTICAL SECTION 6 1 3/8" 3/16" HS 3/16" TEMP .090" SGP BY DUPONT - 3/16" HS I pi ALUMINUM INTER SPACER SYSTEM 15/16" BITE 15/16" BITE EXTERIOR 15 n i� n0 INTERIOR 9 GLAZING DETAIL A GLAZING DETAIL B 3/16 TEMP 11 ALUMINUM SPACER SYSTEM EXTERIOR 15 - 3/16" HS .090" SGP BY DUPONT 3/16" HS 15/16" BITE REVISIONS APPROVED R.L. U GLAZING DETAIL C WinDoor 750DANISTERDAITDRWE ORIANDO, FL 32832 4pproved as°1pIYI+l3wtlhtbtl INCORPORATED Ph-407a814M P-407ABMS �vmmi.dowin—m FioHdq,gnldlDgC' ,/c .y�?�✓7 � l 9020 PICTURE WINDOW LARGE MISSILE IMPACT ate / Nona Mlaml Dade product Con CROSS SECTIONS AND B.O.M. DRAWN: DWC N0. REV Luis R. LomasP.E. A.P. 08-01634 A Florida No..62514 SCALE NTS DAZE 06/20/2012 JSHEE6 OF 9 7/8" MIN. EDGE DISTANCE WOOD FRAMING METAL OR 2X BUCK — STRUCTURE BY OTHERS 1 5/8" MIN. BY OTHERS EMBEDMENT REVISIONS DESCRIPTION DATE APPROVED ADDED CALL OUTS 10/24/12 1 R.L. 1/4" MAX. .1 r SHIM SPACE INTERIOR APPROVED SEALANT M 1 4 MAX. SHIM SPACE M APPROVED SEALANT I UtSU 1/4" MAX. SHIM SPACE #12 SMS OR SELF DRILLING SCREWS #12 WOOD METAL SCREW STRUCTURE BY OTHERS #12 SMS OR SELF DRILLING SCREW EXTERIOR -- INTERIOR EXTERIOR /NTEf #12 WOOD SCREW APPROVED APPRO' SEALANT 1/4•" MAX. SEAL SHIM SPACE WOOD FRAMING OR 2X BUCK 1 5/8" MIN. STRUT 1 5/8" MIN. EMBEDMENT #12 SMS OR 7/84w__ SELF DRILLING EDGE SCREW 1/4" MAX. #12 WOOD SHIM SPACE SCREW WOOD FRAMING EXTERIOR APPROVED SEALANT JAMB_INS.TALLA.T_ION OETAII METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE INTERIOR BY OTHERS EMBEDMENT BY 01HtrcZ> U W N OR 2X BUCK EXTERIOR A VERTICAL CROSS SECTION % WOOD FRAMING OR 2X BUCK INSTALLATION 7 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL 7 WOOD FRAMING OR 2X BUCK INSTALLATION ��jr 7500 AMSTERDAM DMVE 4pprorallucosuplyingxitAfhc plcrldnl uldD,q Cade ' T 1nDOOID ORLANDO, FL 32632 INCORPORATED V_Qwu'ssoo ac az+etasa5 �vw.tvindoodnc.mm Dire NOTE., MInnl Dade l'rodnct Cont 9020 PICTURE WINDOW LARGE MISSILE IMPACT 13 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT QY�� /g-4 INSTALLATION DETAILS SHOWN FOR CLARITY. t DRAWN: D1vc No. R� Luis R. Lomas P.E. A.P. 08-01634 A Florida No. 62514 SCALE NTS IDATE 06/20/2012 5nEET7 OF 9 REVISIONS REV DESCRIPTION DATE APPROVED 2 1/2" MIN. A ADDED CALL OUTS 10/24/12 R.L. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS ° c 4 . ° 44 a ° ° 1 1/4" MIN. 1 1/4" MIN. OPTIONAL 1X BUCK a "Q .' 4. ` EMBEDMENT EMBEDMENT TO BE PROPERLY ° SECURED CONCRETE/MASONRY SEE NOTE 3 SHEET 1 BY OTHERS °' "4 ' ° APPROVED OPTIONAL 1 X BUCK TO BE PROPERLY a °�. 1/4" MAX. SHIM SPACE SEALANT 1/4 MAX. SECURED SHIM SPACE SEE NOTE 3 SHEET 1 1/4" TAPCON 1/4" TAPCON .a >' INTERIOR EXTERIOR INTERIOR 2 1/2" ° MIN. EDGE °. a ^ DISTANCE -a IILJIr� 1/4" TAPCON ° EXTERIOR APPROVED SEALANT APPROVED SEALANT OPTIONAL 1 X BUCK 1/4" MAX B JAMB INSTALLATION DETAIL TO BE PROPERLY . { SHIM SPACE 8 CONCRETEMASONRYINSTALLATION SECURED SEE NOTE 3 SHEET 1 �- CONCRETE/MASONRY BY OTHERS ° ° "' ", 4 ° 1 1/4" MIN. " -1EMBEDMENT d°' 4e a 4 - ° NOTE., . < . INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT 4 SHOWN FOR CLARITY. 2 1/2" MIN. EDGE DISTANCE nPPemxd na oowPlSieBwlsli.Fha 7500AARSPERDAMDRIVE WinDoor VERTICAL CROSS SECTION g CONCRETEIMASONRY INSTA LLA TION Ptorwn nwty, Code OAtI ORI.ANDO, FL 32832 INCORPORATED s arai�o wwtvwtndooTinc.com / _ P7 nril Dade Pralnrl ontral D-i. 9020 PICTURE WINDOW LARGE MISSILE IMPACT INSTALLATION DETAILS J� DRAWN: 1,110,110, }YG N0. REV Luls R. Lomas P.E. A.P. 08-01634 A Florida No. •62514 SCALE NTS DATE 06 20 2012 1 SHEET8 OF 9 — 3 3/16" I- - 3 3/16" --I 3 1/4" -{ Ll UUU 1 1 /4"' L 3 1 /2„ 3/41' QL 2 1 /4" a 2 1 /4" �—Lj L� 5/8 1 1/i6" .IL 0 FRAME 0 FRAME QMULL ASSEMBLY O4 REINFORCEMENT ALUMINUM6063-T6.080"THICK ALUMINUM6063-T6.080'THICK ALUMINUM6063-T6.080"THICK ALUMINUM 6005-T61. 100"THICK 1 1/16" 15/16" 11/16" 1 1/16" 11/16.. - T--a -- --7-- OO REINFORCEMENT O SCREW COVER ALUMINUM6005-T61.080"THICK ALUMINUM6063-T6.050"THICK b9 HORIZONTAL MULLION �1 3/8" J---�- 3/4" L 5/W 1 /4" 7 Q-9116"-GLASS-STOP FLUSH ADAPTOR .063" THICK ALUMINUM 6063-T6.065" THICK qf� 1 OP 10 13/8" GLASS STOP .063" THICK 1/4" Fi--� 15/16" T-- Dl�� THERMAL STRUT NYLON POLYAMIDE .070' THICK 4PPcoved.m complylag ulth'k Dlodde @alding add Hate 1 NOAU MI''n'"7ml Padt ct �e 'JI DESCRIPTION ADDED CALL OUTS REVISIONS DATE 7R.L. PROVED 10/24/12 D VERTICAL MULLION 9 7500 ATAMRDANI DRIVE WinDooY ORLANDO,tL32832 INCORPORATED P"°""•d81bi00 F=407ASIAM5 www.windoori—cam 9020 PICTURE WINDOW LARGE MISSILE IMPACT COMPONENTS A. P. 1 08—O'l 634 SCALE NTS — 06/20/2012 ISHEErg OF 9 Luis 'Ri Lomas P.E. Flotlda No. 62514