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HomeMy WebLinkAboutProduct Approval r MIAMl•DADE REVIEWED FOR MIAMI—DADS COUNTY UCT CONTROL SECTION CODE COMPfLIAI4 805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMS".TMEECOU NT Miami,Florida 33175-2474 BOARD AND COD ISTRATION DIVISION ®S O T 78 )315-2590 F(786)315-2599 t CCE CE (NOA) ` www.miamidade.gov/building Q2000 ncy Plus,Inc. (�0�I n� Locust Gap Highwaynt Carmel,PA 17851PE: t/NOA is being issued the applicable rules and reg �' the use of construction/4 ntation submitted has been reviewed a a� pte�Vami-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 DESCRIPTION. Se" s"5305 Tilt'White PVC`Double Hung Window L M I PPROVAL DOCUMENT: Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 10 of 10, dated 01/12/09, with revision L dated 10/20/20, prepared by PTC Product Design Group,LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami- on ro e ;:MIS IMPACT.RATING Large and Small Missile Impact Resistant; LABELING- Each unit shall bear a permanen a e wi ame or logo, city, state, 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 shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.20-0512.01 and consists of this page 1,evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. :Date:,. No.20-1103 08r Exp May 06,2025 MIAMWADECOUNT -""' Appronuary-21,2021" 01/21/2021 Page 1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitted under NOA No. 09-0122.05) 2. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 8 of 8, dated 01/12/09, with revision J dated 01/08/18, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of series 5305 tilt double hung vinyl window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-11422-2, dated 10/02/08, with revision dated 01/08/09, and addendum letter dated 03/12/09, all signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 09-0122.05) 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 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of series 5405 horizontal sliding vinyl window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-22724-1, dated 04/27/20, signed and sealed by Joseph A. Reed, P.E. (Submitted under NOA No. 20-0512.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 06/01/15 with revision dated 09/01/15, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under NOA No. 15-0618.02) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Sifang Zhao,P.E. Product Control Examiner NOA No.20-1103.08 Expiration Date: May 06,2025 Approval Date: January 21,2021 E-1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. NOA No. 19-0305.02 issued to Kuraray America,Inc.for their"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. NOA No. 18-0122.02, issued to ENERGI Fenestration Solutions USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, expiring on 02/28/23. 3. ENERGI Fenestration Solutions Data Sheet for compound product No.3242/8007, Rigid PVC Building Products Profile Extrusion compound designed for Windows and Doors dated May 19, 2016. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 611 Edition (2017), dated January 8, 2018,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E.(Submitted under NOA No. 18-0122.14) G. OTHERS 1. None. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. RPLS0064,titled"Series 5305 Tilt Double Hung Impact Vinyl . Window", sheets 1 through 10 of 10, dated 01/12/09, with revision-L dated 10/20/20, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 711 Edition (2020), and of no financial interest, dated 10/20/2020,prepared by PTC Product Design Group,LLC, signed and sealed by Robert J. Amoruso, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0918.04, issued to Regency Plus, Inc. for their Series "5205" Outswing White PVC Casement Window—L.M.I., expiring on 05/06/20. Sifang Zhao,P.E. Product Control Examiner NOA No.20-1103.08 Expiration Date: May 06,2025 Approval Date: January 21,2021 E-2 2 R. REGENCY PLUS, INC.. o a SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW .o LARGE MISSILE IMPACT V6 =m ; L) O urc OLL O w �n a INSTALLATION ANCHORAGE DETAILS Ir W z a" a NOTES: a d o w a w 7p Sa w w 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7th EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Y a 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN IX BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE o DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR N o LL MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. $a 0 i� 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-110.11422-2,DATED 10/02/08,WITH REVISION DATED 01108/09 AND ADDENDUM LETTER DATED 03112l09 BY NATIONAL CERTIFIED O $ TESTING LABORATORIES,YORK.PA,SIGNED AND SEALED BY HAROLD E.RUPP,FLORIDA P.E.VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO.19-0312. Z > �$ 5. MATERIAL: ¢ 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA. �j= Z 5.2. REINFORCEMENT: Z = In ai 5.2.1. GALVANIZED STEEL TUBE(0.730"X 0.434"X 0.06"THICK,Fy=30-50 ksi&Fu=37.5-68.7 ksi)-SASH PERIMETER Vj= w m ~ J 5.2.2. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA. J a¢a m w Z Dw 6. GLAZING: >•(90O p c 6.1. GLAZING DETAIL AS TESTED: Z= 6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. w U U Z u E 6.1.2. GLASS THICKNESS:(1)LITE OF 1/8"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. W OJ = $ 6.1.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0,090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. of g F- n 6.1.4. SPACER TYPE/SIZE:7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER . p SS-D TYPE 2 LL$ ( ) �wogz° 6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKA FLEX"552"BACKBEDDING WITH A SNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. N o a 6.2. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER.GASKET MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. 'n 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT: tow 0� aos;w 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. - Lu F W m 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1116"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". a°m 9. FOR ANCHORING INTO CONCRETEIMASONRY USE IA"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 112"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT Robert J.Amoroso,P.E. INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+/-I"TOLERANCE. Flonde P.E.No.49752 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: ONu��nNr�ri 10.1. #12 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE ���,�AMESY4�py� WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS TABLE OF CONTENTS �:•�,\GENS�}q�'S SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE-I-V TOLERANCE. Ct i N1i y97752 t9. 10.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE SHEET DESCRIPTION 'r:A }I#..o 49. l .j WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS tU,{L4U7 cc�� SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. 1 NOTES STATE�O r�U 11. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS(SMS)WITH SUFFICIENT 2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS) LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND 3 ELEVATION AND ANCHOR LAYOUT(SMS/TAPPING/SELF-DRILLING SCREWS) 'rsIONAo &•�'` MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+1-1"TOLERANCE. 4 VERTICAL SECTIONS-COMPONENT ID&GLAZING DETAIL 12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING 5 HORIZONTAL SECTIONS-COMPONENT ID&FRAME CORNER CONSTRUCTION 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 6 VERTICAL SECTIONS-WOOD AND CONCRETE/MASONRY SUBSTRATE ANCHORAGE INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 7 VERTICAL SECTIONS-METAL SUBSTRATE ANCHORAGE&INSTALLATION NOTES 13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) HORIZONTAL SECTIONS-WOOD,CONCRETE/MASONRY&METAL SUBSTRATE PRODUCT REVISED 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 6 . plying M'Ith tho Flarlda 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF ANCHORAGE 9olitll.g Code NOA-No. 20-7703.08 13.4. METAL SUBSTRATE:STEEL 18GA(0.0428'),Fy=33KSI I Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. 9 COMPONENTS EKplrallan onto 0510612025 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FSC HVHZ CODE REQUIREMENTS. ,.- 10 BILL OF MATERIALS&COMPONENTS sy Nmml-Dodo Proaooe control Q Q Q K � K SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW o 53"MAX.FRAME INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING o WIDTH SCREWS) OR CONCRETE/MASONRY SUBSTRATE t, ti u o— 1 V 49, 'TOP SASH (CONCRETE SCREWS) 0 WIDTH w If �w ^ w✓ wo u 45 4'TOP a a C SASH �°w _ 0 w D.L.O.WIDTH 3"FROM CORNERS > J y @ HEAD 8 SILL TYP. � ¢ C B 4 g 6"FROM JAMB CORNERS TYP. < o ....._...� —.._...............=e. �. �: .e.e........._:-_._... _ o 2"O.C.TYP.FOR �� WOOD SCREWS. oz w e 3216 TOP II /� 4"O.C.TYP.FOR za ^o 365 X �i SASH g ii I D CONCRETE SCREWS. > 77"MAX. b 5 D.L.O. C X II 8 z� FRAME HEIGHT II �� I HEIGHT 8 I II 8 z 2 mo m F J HEIGHT 14}"O.C.MAX.TYP.WOOD J m a n m z IL�ooc,o-_ =l qMeetin Rad ......=,a- SCREWS m gg j B " 2"O.C. I 4 U to w Op 8 Na 13�"O.C.MAX.TYP. or q �I 33 a'BOTTOM TYP.EACH SIDE II ��/ CONCRETE SCREWS z D<z< 36y" E �, BOTTOM 5 5 SASH OF MEETING RAIL D.L.O. �R� �o -QSASH XHEIGHT J J�LL ~zHEIGHT INSTALLATION NOTES:1/ r $"• 1. HEAD AND SILL �� j---------1-------` W t ANCHORAGE THE SAME. �w o��w A „ q 2. JAMB ANCHORAGE SAME. ,„� 4 15 is O.C.TYP. g 3. +/-1"TOLERANCE ON ° a d m LL 46 j"BOTTOM DETAIL 1 SASH - (SEE SHEET 5) SERIES 5305 TILT VINYL DOUBLE HUNG 3.1. TAPCON MINIMUM Robert P.E.No.4 P.E. ......._......_............................... SPACING IS 4"OC. FlondaP.E.No.d9752 D.L.O.WIDTH WINDOW WINDOW 3.2. WOOD AND TAPPING ��ta+'�"trrpjrr 50J"BOTTOM EXTERIOR VIEW-ANCHORAGE SCREWMINIMUM tom— SASH WOOD AND CONCRETE/MASONRY SUBSTRATES SPACING IS 2"OC. p 40 34, WIDTH * s�tZ, SERIES 5305 TILT VINYL DOUBLE WEEP HOLES: .,Q�;mot. HUNG WINDOW WINDOW 1. ONE(1)TRIANGULAR-SHAPED WEEP HOLE MEASURING APPROXIMATELY 1/2"WIDE ',F.*.. °q .... ` ..................._.._..__.........._...._......_.__........__..-_......_...... EXTERIOR VIEW BY 1/2"HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER VERTICAL LEG. ,DESIGN PRESSURE RATING(PSF):' IMPACT RATING; 2. ONE(1)WEEP HOLE MEASURING 1"X 1/4"WAS LOCATED AT EACH END OF THE EXTERIOR SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR LARGE MISSILE: HORIZONTAL SILL FACE. ;)MPACT, PRODUCT REVISED 3. ONE(1)WEEP HOLE MEASURING 1-1/2"X 1/4"AND EMPLOYING A PLASTIC WEEP nameCoa wim the Piadda COVER WAS LOCATED AT 2-7/8"FROM EACH END OF THE EXTERIOR VERTICAL SILL NOA-No. 20-1103.08 Explration Data 05/0612025 FACE. ey nvamlwado Product eoneroi a a a SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW N ___._____..____-____..___......-_-.._____..._........_.._..___.__----- ____ N N S 53"MAX.FRAME INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR WIDTH SELF-DRILLING SCREW) LL o f =U 49 1 'TOP SASH W o o a o� F WIDTH p w w S IL a z a� 45y"TOP °� wZ aw SASH W "s D.L.O.WIDTH 3"FROM CORNERS Y @ HEAD&SILL TYP. . C B 4 7 6"FROM JAMB CORNERS TYP. o 0 a n a 2"O.C.TYP.FOR SMS oz Q' 36 5"TOP 'All II 32�'TOP ^I II I SCREWS. }. � o a " SASH D X II SASH 8 X g $ z 77"MAX. 5 „ 5 D.L.O. U FRAME HEIGHT II HEIGHT (I I t7^mo m HEIGHT /� a s wg z m z Meeting Rail 1 ._. " --- 9 O.C. OR SMS a�w oo Z MAX.TYP F / B „ 2„O.C. „ SCREWS z j w oU �„ 4 II 33 8"BOTTOM TYP,EACH SIDE II w U<za NJ e m w � BOTTOM 5 5 SASH OF MEETING RAIL ! ( o Fz e SASH " �( D.L.O. �( oo Pa J e LL$z HEIGHTPz L N � v®r HEIGHT �� INSTALLATION NOTES: o- t a - — _ — — = _�_ �__________,_-_ 1. HEAD AND SILL -- U> �t � i - ANCHORAGE THE SAME. �w a 2. JAMB ANCHORAGE SAME. 4 156 O.C.TYP. j 3, +/-1"TOLERANCE ON m @ HEAD&SILL DETAIL 1 ANCHOR LOCATION. 4616'BOTTOM (SEE SHEET 5) 3.1. SMS,TAPPING OR Robert J.Ameruso,P.E. SASH _SERIES 5305 TILT VINYL DOUBLE HUNG SELF-DRILLING Florida P.E.No.49752 D.L.O.WIDTH WINDOW WINDOW SCREWS MINIMUM %A%`jNMES'4 9*4 t EXTERIOR VIEW-ANCHORAGE SPACING IS 2"OC. �'�Q -Etis• ©.f4� 50 g"BOTTOM �per v� P btp SASH STEEL SUBSTRATES cQ No 43 sx WIDTH * *= 4 SERIES 5305 TILT VINYL DOUBLE WEEP HOLES: rat� Et$x� m. HUNG WINDOW WINDOW_ 1. ONE(1)TRIANGULAR-SHAPED WEEP HOLE MEASURING APPROXIMATELY 1/2"WIDE EXTERIOR VIEW BY 1/2"HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER VERTICAL LEG. DESIGN PRESSURE RATING(PSF) IMPACT RATING 2. ONE(1)WEEP HOLE MEASURING 1"X 1/4"WAS LOCATED AT EACH END OF THE EXTERIOR SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR +55.0/-55.0 LARGE MISSILE HORIZONTAL SILL FACE. PRODUCT REVISED IMPACT 3. ONE(1)WEEP HOLE MEASURING 1-1/2"X 114"AND EMPLOYING A PLASTIC WEEP NOA om ngwiththa Pia8 COVER WAS LOCATED AT 2-7/8"FROM EACH END OF THE EXTERIOR VERTICAL SILL Pxp1rnnt1o7 odaet,05106i2025 FACE. 9y 1 . Miami-Dade Product con"[ a a � Nm p p C V m p EXTERIOR INTERIOR 16 19 LL i 0J N s p LL u 4 o W� � �s � 1 7 a- <o 9 wo 00 O 2A =off �w o 3 8 W P 4 17 J Y 9' 10 1 p 10 2 J 6 EXTERIOR Q D 11 INTERIOR �Q a o a a 2 SEE ErGLAZIN,G 14 10 2 2 o o 1 1 SHEET 4 16 2 SEE GLAZING 7 Q DETAIL 1, 7� Z'S VERTICAL SECTION 8 SHEET 4 z =o rri S WZ mm ~ J HEAD-COMPONENT ID 1 6 Z a J=o z 31 3� m ��� VERTICAL SECTION cn�o m N sEE cl7i c 1 6 L MEETING RAILS-COMPONENT ID LU o 0 Z o $N DETAIL 1, W J r>03 3 ti 14 30 17 SHEET 4 6 z o J z ~ R 2 o w rn "L �16 1 1/2"GLASS BITE �Q 43-16 31 7 �� H. 13 1 4 _ INTERIOR 7/8" O.A. LAMINATED GLASS CONSISTING OF: N> 1 n EXTERIOR LAMINATED GLASS - (2) NOMINAL 1/8" j u 1 1 1 ANNEALED GLASS W/0.090" KURARAY AMERICA RobertModd P.E. mw.o.P.2 INC. TROSIFOL INTERLAYER, 7/16"AIRSPACE W/ 5 33 o I STAINLESS STEEL SPACER(TYPE SS-D), �Q��c�EMsOa'� EXTERIOR �° 1 l / INTERIOR 1/8"TEMPERED GLASS -$� �` 17 ` INTERIOR C Na 40n52 10 y 1� E OCw� VERTICAL SECTION — EXTERIOR o�� �� SILL-COMPONENT ID �`�ligS,lo t� 2 18 GLAZING DETAIL 1 PRODUCT REVISED plyln with the Florida HOA-Ng cod NOA-No. 20-1101.08 e.plraeoa nata0 510 512 0 2 5 . ey Rmm-0aea woeuoe control N D O =0 00 Ina D LJ N n O D I N ( J N N O O X z X m z mac) m� m ors m Adz � v�iry rn N 00 ro0 o y C) y Qn �Dj 0>� a4 ❑ n U =OCR O O z z a f - � zr o z QI REGENCY PLUS,INC. r� =R3°0 `0�.�3p�a'L' Fi r� 20MT00 OCARMECUST GAPA17851fAY UPDATE To7TH zo-0610 a .. v a naE SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW-LMI L EDITION(2020)FBC 10/20,2o RJA e �. 4 f d a HORIZONTAL SECTIONS-COMPONENT ID 8 FRAME CONST. Np .a a tlt 3L' in D' REVISED,NEWANCHORAGE - H Q < a h7 y: e 2 �� DRAYN BY DATE: K AND FRAtAE PROFILE 4/2920 RJA a BB 1/12109 UPDATE TO 6TH e 'm w m'm Ly:F �. �{�. ®� SC E: ORAWNG NQ J 1f6118 RJA •O' PTO Product Design Group,LLC N ^O QjA''':.; •b N.T.S. RPLS0064 ED.(2017)FBC O �j'T� Q��, N m PO Box 520775,Lang—d.FL 32752-0775 321-6501788 inb@pccolp.wm R� L SHEET: S OF tO REV D'SCRIPPON DATE BY FBPE Cert.of AIRn.No.25935 a. a PROPERLY SECURED 1X #12 OR #14 WOOD SCREW 53 PROPERLY SECURED 1X WOOD BUCK BY OTHERS 54 INSTALLATION LA ON ANC WOOD BUCK BY OTHERS N N m o INSTALLATION ANCHOR INSTALLATION ANCHOR c (SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) zo 1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. O WOOD BUCK PROTECTION BY EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. 2X WOOD R x m �u = OTHERS (SEE NOTE 3, SHEET 1) BY OTHERS � n ad SHEATHING (SEE NOTE 2, SHT. 1) w 0 o a' p^ c CONCRETE BY OTHERS ; .`, 1 1/2" MIN. BY OTHERS ,. w 2 w (SEE NOTE 2, SHT. 1) EMBEDMENT " a <o z`a. a 1 EXTERIOR FINISH '%k. #14 WS: 1 1/2" MIN. EMBEDMENT aCi a a 1/4" MAX BY OTHERS '; #12 WS: 1 3/8" MIN. EMBEDMENT �W sa �w SHIM SPACE #�s. EXTERIOR FINISH 1/4" MAX. Y BY OTHERS / SHIM SPACE ¢ PERIMETER CAULK w O Q BY OTHERS O PERIMETER CAULK m e o BY OTHERS �0 a N u QQ �o Q = A a O 0U z K . m " w to >m ..z EXTERIOR m a a m> sg a CDW O Z 6 2 B VERTICAL SECTION 00 WINDOW CONCRETE SUBSTRATE INTERIOR w 7)¢} q HEIGHT B VERTo pAI S ECTIONECTION INTERIOR HEIGHT LU o ?w U eY3 EXTERIOR o $ . o o JeLL Np Z & 0 p`Q+SS m 1 a ¢o ao to Z V�-LT Ld ANCHOR—TO—SUBSTRATE F,a ^G� EDGE DISTANCES ARE © w O n0 � TYPICAL AND O m MEASURED TO BOTH B a m n SIDES OF SUBSTRATE n Robert J.Amoruso,P.E. Florida P.E.No.49752 QC3 o q QC3 o Q ` MESA PERIMETER CAULK Ow ytC s AGE. BY OTHERS 1/4" MAX. 1/4" MAX. O F, _FSHIM SPACE SH;!A SPACE 52 _ PERIMETER CAULK EXTERIOR FINISH "s^1': ':'• s�fp + W go, —� BY OTHERS —� # / `'� 14 WS: 1 1 2" MIN. EMBEDMENT ¢ram BY OTHERS :::.,r:- �_ '' #12 WS: 1 3/8" MIN. EMBEDMENT CONCRETE BY OTHERS-,_ o 1 1/2" MIN. ��FS''%�A.•'q�6 (SEE NOTE 2, SHT. 1) 6 e EMBEDMENT .' � A,�tttt`t r EXTERIOR FINISH PROPERLY SECURED 1X e BY OTHERS \ WOOD BUCK BY OTHERS SHEATHING 2X WOOD (SEE NOTE 3, SHT. 1) BY OTHERS BY OTHERS BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR WOOD BUCK PROTECTION 1/4' IiW TAPCON 54 1EDGE DIST. #14 WS: 1" MIN. EDGE DIST (SEE NOTE 2, SHT. 1) . SHEET 1 #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X WOOD BUCK BY OTHERS PRODUCT REVISED #12 OR #14 WOOD SCREW n�a plylnB Wth the P.M. INSTALLATION ANCHOR 53 (SEE NOTE 2, SHT. 1) eu9al,e cnae A VERoTIICAL SBE C1 IC VERTICAL SECTION ON E PI,aNlnn oamoslos zozs A `ION r WOOD SUBSTRATE ey "" mlaml-0aap P.ou��e conrrol Q ¢ K K #14 SHEET METAL y SCREW/SELF-DRILLING SCREW 55 c c N m INSTALLATION ANCHOR m 3/4" MIN, o EDGE DIST. METAL SUBSTRATE N q (TYP.) BY OTHERS ^m g w (SEE NOTE 2, SHT. 1) o^ o O mLL W o ,a H EXTERIOR FINISH BY OTHERS ;Z' 'p w s w c 3 THREADS MIN. a a w a LrEMBEDMENT BEYOND 5 sa W w INTERIOR WALL 1/4" MAX. p � rSHIM SPACE y PERIMETER CAULK w co o BY OTHERS QQp 0 0 o d INSTALLATION NOTES: ?�z ` 00 (� 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: ANCHOR-TO-SUBSTRATE 1.1. WOOD FRAMING, } • EDGE DISTANCES ARE 1.2. STEEL STUD FRAMING, ¢ 0 TYPICAL AND 1.3. ALUMINUM FRAMING,AND V= j(p MEASURED TO BOTH 1.4. CONCRETE AND/OR MASONRY. zp1-=z m ui EXT I P© SIDES OF SUBSTRATE vi=¢w`6 'w i J 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE M EL a m wui DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND a C7 w O 9 CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. C}J t-:E 00 n� B VERTICAL SECTION WINDOW 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL U,VO U z z METAL SUBSTRATE HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X w J F2 j BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS o g I-w e^ Xl THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE o F¢ INTER EXTERIOR a'z �— � SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE w P RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. m o o E o 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1116" w� �Dj© OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE i/4". 0 w N 4 ' I 5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLATHEAD TAPCONS(CS)WITH SUFFICIENT LENGTH m n 5J TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1" °a m ILJt a MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE,LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4•'MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED. Robert J.Amoroso,P.F MAX, ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. Florida P.E.No.49752 SHIM SPACE 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: �o��"5AMES A!t'fl, PERIMETER CAULK Q 6.1. 9'12 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM .��Ft0�;.tC.ENa.�A�� BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 718"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR ti per�' F SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. C No 49 52 ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. 6.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM '9 51r jp pji SI; aTATE O EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR Q�.��• `,;,. SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. .y��ass��0 Ryv,C ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. EXTERIOR FINISH 3/4" MIN. 3 THREADS MIN. 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLATHEAD SHEET METAL OR SELF DRILLING SCREWS BY OTHERS EDGE DIST. EMBEDMENT BEYOND (SMS)WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL (TYP.) INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE #14 SHEET METAL ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1" SCREW/SELF-DRILLING SCREW METAL SUBSTRATE TOLERANCE. INSTALLATION ANCHOR 55 BY OTHERS (SEE NOTE 2, SHT. 1) 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. PRODUCT REVISED VERTICAL SECTION 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ewmme coa.nn mo Floddn ' ASTM E2112. ROA-No. 20-l703.06 METAL SUBS1'RA'CE e�lmurn Orao os106/2025 It ,. Mlam ada Product Con4o1 ¢ a ¢ 2X WOOD 1/4" MAX. c FRAME BY OTHERS SHIM SPACE o o 1/4" MAX. SHIM SPACE 1 1/2" MIN. EMBEDMENT - CONCRETE o (SEE NOTE 2, SHT. 1) INTERIOR SHIM AS REQUIRED �_ 1" MIN. EMBEDMENT - MASONRY N #14 WS: 1 1/2" MIN. EMBEDMENT ^o^ csi� 1p Imi #12 WS: 1 3/8" MIN. EMBEDMENT 54 1/4" ITW TAPCON INSTALLATION ANCHOR w o o o n F K F Z w W N a oI . �6 1 1/2 MIN. EDGE DISTANCE - CONC. a wz a w " #12 OR #14 WOOD SCREW 5g o� �� V 2" MIN. EDGE.DISTANCE - MASONRY w ` INSTALLATION ANCHOR Y/lM/I 1 J y p a,�S—CONCRETE OR MASONRY #14 WS: 1" MIN. EDGE DIST. o0 G '4 BEE NOTE 2, SHT. 1 0 o 0 #12 WS: 7/8" MIN. EDGE DIST. q d d p ( ) �� c 0 a o Qom-PROPERLY SECURED 1 X =a PROPERLY SECURED 1X ;,, C 00 BUCK BY OTHERS 0¢ }WOOD K HERS o O �� _d� t 'e° (SEE NOTE 3, SHT. 1) z F o WOOD BUCK BY OTHERS ; t1's; -".;;.; O fr.;.'y^ (SEE NOTE 2, SHT. 1) �a ❑ �� .'`s Q, .: WOOD BUCK PROTECTION BY ¢ OTHERS SEE NOTE 3, SHEET 1 zm SHEATHING EXTERIOR ( ) V2m O� BY OTHERS z c) x m m v J EXTERIOR FINISH vi=¢W¢ 'm 17 EXTERIOR FINISHJ PERIMETER CAULK PERIMETER CAU BY OTHERS a a-i BY OTHERS BY OTHERS BY OTHERS Ja -j On U 2 Cl VERTICAL SECTION W 0 c zz JN e ¢i' N WOOD SUBSTRATE ANCHOR-TO-SUBSTRATE VERTICAL SECTION w o-F_:>N es; EDGE DISTANCES ARE CONCRETE/MASONRY o e LL$o TYPICAL AND SUBSTRATE oRz MEASURED TO BOTH �� �0 1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE �U o o=? INTERIOR SHIM AS REQUIRED w0 Fr U A.8 uj0 .-- #14 SHEET METAL o m 55 SCREW/SELF-DRILLING SCREW 3 a a LL INSTALLATION ANCHOR - RobM J.Amoroso,P.E. Florida P.E.No.49752 f�77 3/4" MIN. U� UPPER SASH JAMBS EDGE DIST aaaaj"1Dprrejr� . (1YP.) ryaq�=, SHOWN.SIMILAR ��w�rvlcE?+s�0,4, INSTALLATION FOR ec° No=49 s2 `0 3 THREADS MIN. LONER SASH JAMBS. EMBEDMENT BEYOND INTERIOR WALL METAL SUBSTRATE BY OTHERS (SEE NOTE 2, SHT. 1) EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY OTHERS PRODUCT REVISED as mOpl�l g with the Florida NOA-No. 0 204103.00 VERTICAL SECTION Expiration Rate 05/06/2025 METAL SUBSTRATE 0y � Mlam Dade Product Centro Q Q K K Al .�- cs W � O ipt � IG LL 2 W 6 n D^ F O MAIN FRAME 2 SASH FRAME O SASH COVER ® SASH STOP FRAME O SLOPED SILL COVER a w o WHITE RIGID PVC O WHITE RIGID PVC WHITE RIGID PVC COVER a E �� a o TYP.WALL TICKNESS 0.070" WHITE RIGID PVC o w< w TYP.WALL THICKNESS 0.070" TYP.WALL THICKNES 0.065" WHITE RIGID PVC TYP.WALL THICKNESS 0.075" w f--4.170" TYP.WALL THICKNESS 0.070" J Y w T � Eiz � 3.450"2.730" T 2.155" 1.000" n 1t n 0.565 o m -�-3.250"-� 1.530" 1.350 1.635" 0 } GLAZING LIFTRAIL HANDLE GLAZING BEAD STOP POCKET HEAD COVER 10 REINFORCEMENT d_ INTERLOCK COVER j STEEL © WHITE RIGID PVC 7O WHITE RIGID PVC ® WHITE RIGID PVC 9O WHITE RIGID PVC TYP.WALL �+_¢uj�2:,o °m z J TYP.WALL THICKNESS 0.055" TYP.WALL TICKNESS 0.055" TYP.WALL THICKNESS 0.075" TYP.WALL a n m w yai f �0.306" THICKNESS 0.070" THICKNESS 0.06" U Qa - 2 - J- p �/ "^ 0.953" lllr�.-1 It ll 0.891" 0.914" �JI 1.857" 0.434" w O U Z O N E 0.280"(TYP) (2 O S.m J� W�:E e-. 0.329 . I+� 1.722" 1.077 0.85" o � eLLo 1.121"- N �8 tLc 0.730" � agBt w 8Eli E am�m © CAM SWEEP LOCK FACE MOUNTED KEEPER ®CONSTANT FORCE STEEL BALANCE STEEL 19 am TYP.WALL TICKNESS NA TYP.WALL TICKNESS 0.070" Robert J.Amoroso,P.E. Florida P.E.No.49752 1.750" +0.000 1ttlt1ll �2.836"�J �If-0.150" 0.665" _0.100 �`t��jPMES,A N. 1.326" 1.220 DIA.MAX. 0.687" `o�w�'v�cEH� .+�.pG �I_ 1.885" U 2.062" -0.100 D U tDD 2 0.467" 67hT�E O 0.735" 0.525'. PRODUCT REVISED omplying wllh tho Flarlda Bullding Code NOn-No. 20-1103.08 Explmtlen pate 0510612025 By Mlaml-0ada Produet Control Series 53DS Double Hung/Bill Of Material rr Imm No. Deecrl lion I Pan Numbers ISuppli.r I Malarial e m aFrame Components _Master Frame _ _ IV White 7780_ _ EnerQl/Royal his PVC(2Z 2 Sash Framr(Operating Sash) W White 1282 I T750 Enecitit Royal White PVC(2) °D 3 Sesh Cover Head(KOaperSaeh) W Whit.107817725 Ene i1Ro ate.I VfhitePVC 2y HURRICANE 4 Sash Stop Prem.Cover W Whit.1D70/7736 EnarglfRoyal Whit.PVC(2) TILT LATCH 5 Sloped Sill Cover W White 118117738 Energi(Royal White PVC(2) U ^ON ;� 0i o 6 Glazing Lilhail Handle(Operating Sashes) W Whit.1068/7747 E-ill/Royal White PVC12) STEEL ZINC.COATED t`d 1-N as �^ a 2m � 7 Glazin Bend Step( math[ Sash.. IV White 106717745 Ener i1Ro al WUile PVC 2 a 4O 6+ Q N u a Interlock Cover(O wrLong Sashos) _ IV White 1180 I7721 Energl I Royal ____While PVC 12! p 2 w o p O p 9 Pocket Cover Head IV White 1073/7724 Enor if Royal While PVC 2 ]0 o-W Roinforcemenl 0.697" UI w 10 10pomUng Sash Perimeters l Heavy Reinforcement ST-T26.14b0.052 Hygratle Metals A6^Galt'.(11 p: 11 #6x518"TakISashReinforcementFastener 117595 GLF Co ration 0.176' 0.323" Y it Westnarotrl ing 0.345" .210-3(h)Fin Seal Pocket Cover 11073 17724 1 Frame Head VV23303NW000O Ultra-Fab 0.205" .210 x.300 Fin Seal Pocket Cover 111 at 177381 Frame Sill W23303NWCDOO Ultra-Fab 12A .210 x.100 rin Seal Sash Frame 112821775D1 Keep- W23303N DOO Ultra-Fab p, o 0 -.1,10 x.31111"Se,15-hFrame 11 28 2 117 5D/Lack Sash W23303NWOi100 Ultra-Fab o 0.377" 0.709" A D 0 .210 x.300 Fin Seal Sash Frame 112821775D/Lack Sash W23303NWOD00 Ultra•Fab �?� c 128 .187 x.300 Fin Seal lntmlock Cover 1118017727f Keeps Sash W23301NWOD00 Ultra-Fab 0.166 � O .187 z.300 Fin Seal Interlock Cover 1,,80177271 Lack Sash W23301NW000O Ultra-Fab 12C .270 x220 Fin Seal Sash'Frame l5ingle Lon Screen Frame W112257WOBOO Ultra-Fab 0377 1906" 2.260" Zs1�- o 13 .200 x.340 H-Bulb Seal Sash Frams 1282/7TS0 f Lock Sash . E20718WN1020 Ultra-Fab } iW Glazing Q Ur Z 5.622" 14 Wet Glaze(Operating Sash 552 50ca0ax Black Sikes US ut Z O EL 16 Operating Lock Sash E3662.7mm 10.B.0 PYB Inters erlG Hurtk:ann Laminate bnpact Cardinal 0.669' ❑ ?c5 to x 16 Opera Ong Keeper Sash E366 2.7mm 10.9.0 PVB Intcrlayer IG Hurtkane Laminate Ira act Cardinal = W O ;m 17 J 17 Glass Senin Blocks Sash 2N8.8K-0.125-032-0G4 Frank Lowe 0 0.803" 1.067" O 7 0.d In s.6 .'Z 1B ENDUR IG wi01 XL Edge 55 Spacer SS-D TYPE - Cardinal Stainless Steel J Q 19 Face Mounted Keeper Steel Truth Hardware } W O ° - Screen Cestn.nerd, ..tall wmponente ID'ed in socliun views 1.012" 0 709" Z rn g o a 20 Sin le Leg Frame New WhKe 05516NEW192 Shapes Uulimiwd Z I,Q}LU '� 21_ Ooubb Log Frame New WhRe _ 06515NEW192 Sha ep s Unlimited _ _ TT 0 0 �_ O m 8 22 Tensions An s 25B4 Adept 0.157'J �o~� Y3 23 Fibe lass Screen Cloth Chmcoal 160"a 96, 3002606 Phifer o -1 EL 2 LL$ . 0.544" 24 Screens line EX-FLXA165-BK bn erial Plastic USA N I-O O o az 25 Aluminum Corner Keys CK252X260 H•rade[.Metals 26 Screen Clip Clear H-884 Product Design 27 Screen Clip Clear H-3150 Product Design Mlec.Components,Hardware and Hardware Fasteners not all-portents 10'ed In seal..views) W Tj 28 36 lb.3 Coil 1984 Series l C...tant Force B.1... 803838 Atnesbu /Truth W 2'P 29 Not Used nfa r na �x�u Hurricane Tdt Latch 12S A-003-EVy Vlslon lndusirles am°m 31 Pivot Bars/TShaped Head 6967 Vision Industries n r 32 CAMT .Ewes lock 3220SS-0D3-EW Truth Hardware Z 9 33 Weep HOlBCover White _ H-608WHZ Product Design_ PIVOT BAR Robert,l.Amoroso,RE Muntin Bar W58y1 Hygrode Metals 35 Muntin Bar End Pins D58P Hygrad.Metals Florida P.E.No.49752 36 Interlock Cover(Operating SanhllLockSash HH_66 Vinyl Content RHProducts METAL 37 Interlock Cover Oparutin SashllKaopar5ash HH-66 Vin'l Cement RH Products 38 LiltrailEndCa sWhife g 0015GZ001 S.,.L.PIasBe ��dtR• r.,Er/g•~.Ai�, 39 Stainless Sfeel Sla ies 3/8x 1R Sash BEA80110 Smith Staple No d$S2 GAO 40 3OPP12-18PSO.9116 X1 318 X 3 Fuam Block W0511022 Uridenme r 41 .75 White Balances Plu 213DO-00077 Lamalek * tr{y S l # 42 Hurricane Grads spring _ C5025 _ James Sprin Wlre 0.559" �• "d+. yQ�3 a� 43 AcL.I..!y PartslnslallalionTrenslucnnl 02-MX015D010C2 N ovallard Silicones 352" 0.173" a ti a 44 Safe Seal Lock 32203E-003-EW Vision industries 0. ��.P•. z. �'P•'�$,�4 8292A. Safe 45 ovor 03-_EW tiiessorl 112003 GLF Corporation 46 #532T-Ro e S47 #8.1 137341 ___ GLF Cor ation +7+0111N0A16�1.t spv6 48 #6xI"TakOhiteIeepers 116821 GLF Corporation 0.551 ❑ 0.748" ®® 49 #6 x 1"Tao White 1 Keepers 120166 GLF Corporation 90 #8 xWS"Tek/Pan Head(Balance Shoos) 120766 GLF Corporation _51__#5x318^Tpkl Screen CFips_W_nito_ _ 116506 GLF COrporetion 0.368" 52 #12 x 3"Flat/Installation Screws 401168 GLF Cor oration Installation Fasteners 53 10012 OR#14 WOOD SCREW Inf. rtla Steel 54 1M"ADVANCEO THREAOFORM TAPCON nfa rTW Steel 2.372" 1.122" PRODUCT REVISED SS #14 SHEET METAL OR SELF-DRILLING SCREW irda Ida Stool a, plying with the Florida B.Ihn.g code NOA-No. 20.1103.08 (1)Hyarada Metals SPedfireti-AISI 10051a IU10,CS TYPv A and B.4a kei to SU Yd yield Strength.G W Galvaniiod (2)ENERGI RNESTRATIONSMUTIONS use,INC,PMCURRENTMIAMI-DADENOnCEOFACCEPTNICEINUAI. Expiration Date05/06/202$ By Mfam"ade Product Control e REVIEWED FOR MIAMI'�Q�E CODE COMPLIANCE ST. LUCIE !�®VIi1MI—DADE COUNTY,FLORIDA RODUCT CONTROL SECTION BOCC 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AN DMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 =Plus,Inc. A PTANCE (NOA) ir•Nvsv.miamidade.gov/building . (� HighwayA 17851g 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 a er as where allowed by the Authority Having Jurisdiction(AHJ). � � any 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, i DESCRIPTION.,SeTies"Tech 5108"White PVC Fixed Window=`L.M:T:� PROVAL DOCUMENT. Drawing No. t e eries ech 5108 Vinyl Fixed Window (LMI)", sheets 1 through 5 of 5,dated 09/16/08,with revision J dated 10/20/2020,prepared by PTC Product Design Group,LLC, signed and sealed by Robert J.Amoruso,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade Coun Pr L_ �_. ISSILE.IMPACT RATING: Lar a and Small Missile Impact Resistant' ABELING: Each unit shall bear a permanent label with the manu acturer's name or logo,city,state, 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 shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA.revises NOA No. 20-0109.04 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. Cp '2 -11030 MIAPtfDADECG►UNTY 28,2025 s 01/21/2021 I;2021 Page 1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08 1021.04) 2. Drawing No. RPLS0060,titled"Series Tech 5108 Vinyl Fixed Window(LMI)", sheets 1 through 5 of 5, dated 09/16/08,with revision H dated 12/24/19,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.Amoruso, 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)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a series 5108 white PVC fixed window,prepared by National Certified Testing Laboratories, Inc., Test Report No. NCTL-110-11363-1, dated 05/15/08, signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1021.04) 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 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a series 5108 white PVC fixed window,prepared by National Certified Testing Laboratories, Inc., Test Report No. NCTL-110-22857-1, dated 12/17/19, signed and sealed by Joseph A. Reed, P.E. (Submitted under NOA No. 20-0109.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014),dated 06/11/15 with revision dated 09/01/15,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under NOA No. 15-0618.01) 2. Glazing complies with ASTM E1300-04 CI. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) CII. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. Sifang Zhao,P.E. Product Control Examiner NOA No.20-1103.06 Expiration Date: January 28,2025 Approval Date: January 21,2021 E-1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 6"Edition (2017), dated January 8, 2018,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under NOA No. 18-0122.10) G. OTHERS 1. Notice of Acceptance No. 18-0918.03, issued to Regency Plus, Inc. for their Series "5108" White PVC Fixed Window—L.M.I., approved on 10/11/18 and expiring on 01/28/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. RPLS0060,titled "Series Tech 5108 Vinyl Fixed Window(LMI)", sheets I through 5 of 5, dated 09/16/08,with revision H dated 12/24/19,prepared by PTC Product Design Group,LLC, signed and sealed by Robert J. Amoruso,P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 7"Edition (2020), and of no financial interest, dated 10/20/2020,prepared by PTC Product Design Group,LLC, signed and sealed by Robert J.Amoruso, P.E. G. OTHERS 1. Notice of Acceptance No. 20-0109.04, issued to Regency Plus, Inc. for their Series "5108" White PVC Fixed Window—L.M.I., approved on 01/30/20 and expiring on 01/28/25. Sifang Zhao,P.E. Product Control Examiner NOA No.20-1103.06 Expiration Date: January 28,2025 Approval Date: January 21,2021 E-2 S S REGENCY PLUS, INC. SERIES TECH 5108 VINYL FIXED WINDOW (LARGE MISSILE IMPACT) o r a 0 INSTALLATION ANCHORAGE,DETAILS �m Z 9 �m 0 NOTES: v o O z FO n w w o a N w 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7th EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). O < w w a w w a o~ a 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING IS > j > THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE = Cl DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.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. m 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-110-22857-'I.DATED 12/17119 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY JOSEPH A.REED,FLORIDA P.E.NO.58920 tD Co a � O 5. MATERIAL: d 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MD NOA. S R o 5.2. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MD NOA. } O U T. S Z W 6. GLAZING: U= 6.1. GLAZING DETAIL AS TESTED: Z 0 0 Cco O all OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. y= X w 6.1.2. GLASS THICKNESS:(1)LITE OF 3116"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. a a LL Z 6.1.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. 6.1.4. SPACER TYPEISIZE:3/8"NOMINAL CARDINAL ENDUR IG EDGE SPACER(Al-D)ALUMINUM }F,w z C7 ° 6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKAFLEX 552 BACKBEDDING WITH A SNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. U U) j w y 6.2. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER.GASKET w U U o 0 J N E,., MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER. W 0 BEN 6.3. AS TESTED GLAZING MEETS ASTM E7300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. o =S L 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. wW o aa' U)Z s�a 8. 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". of 9. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO U) 2w MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: 10.1. SHOWN IN SECTION VIEWS:#12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE WITH W8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR - SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/.1"TOLERANCE. Y 10.2. NOT SHOWN IN SECTION VIEWS:#14 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR Robert J.Amcruso.P.E. SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+1.1"TOLERANCE. Florida P.E.No.49752 ' yt;ttt><��MES h�q�iy 11. FOR ANCHORING INTO METAL STRUCTURE USE#14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM .k$K EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-V TOLERANCE. 3�Q?,+'�t. fi 12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING it 4q 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S "'75EtO> V�• STRENGTH INSTRUCTIONS N TR IO CTN A D ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE .i MINIMUM 13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) 6y,1S�pNA' N�{t 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI TABLE OF CONTENTS' 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 13.4. METAL SUBSTRATE:STEEL 18GA(0.0428"),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. SHEET DESCRIPTION 13.4.1. METAL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS.- 1 NOTES AND DESIGN PRESSURE CHART 2 ELEVATION&ANCHOR LOCATION HORIZONTAL&VERTICAL SECTIONS-WOOD AND CONCRETE/MASONRY 3 PRODUCT REVISED SUBSTRATE INSTALLATION as complylnfl with the Florida 6ulltling Cotla ESIGtJ PRESSURE RATI{JG(PSF), ;IMPACT RATING] - 4 HORIZONTAL&VERTICAL SECTIONS-METAL SUBSTRATE INSTALLATION,GLAZING Noa-No. 20-1103.06 "LARGE M�S91LEi DETAIL explraaon gaee 01/26/2025 -t55 Q PSF �r IMPAC;[?, 5 COMPONENTS,FRAME CORNER CONSTRUCTION AND BILL OF MATERIALS By ml 1 uaao protluet control s s s N O a a a 0 N0 w R �m Z �D] LL 0 LL p MAX. UNIT WIDTH 60" W Lu" o � W & o aw o� a 0ri w a Iw o D.L.O WIDTH 54 1/2" 5"MAX. FROM CORNERS (TYP) o 10"MAX.O.C. SPACING (TYP) 0 5"MAX. FROM N Ao B F CORNERS(TYP) o 3 3 4 10"MAX. O.C. SPACING(TYP) } o°a Q Z U h CJ=m S0 X O i m F Go / G / ovJ2 Kos ¢ nZT' 4 Wo60MO em Do D MAX. UNIT 3 HEIGHT 0�$ 3 0 �W En C Cop D.L.O. 60 N 'w W 3 3 - HEIGHT w ,;3 INSTALLATION 541/2" N asw ��vwm ANCHOR(TYP.) 10"LL 11 Robert J.Amoroso,P.E. Florida P.E.No.49752 B opp E `0��;•��G EhHg fi D+DGr� 3 3 4c4':' r1D gs 62 =poi ELEVATION ANCHOR LAYOUT _��� ••.,O ;d. .F o a •GN6�,. it NA� THROUGH-FRAME INSTALLATION EXTERIOR VIEW EXTERIOR VIEW PRODUCT REVISED pl In with the Florida e',liedhg rYo�O NDA-No. 20.1103.06 Expimtlan Dato01/28/2025 ey �17 Miam Da a Pro uet Conf, ¢ S ¢ ¢ K Jill o m � 1/4"MAX SHIM K 2X WOOD FRAME BY c o a m OTHERS(SEE NOTE 2, 7/g"MIN.EDGE DISTANCE 1 3/8"MIN.EMBEDMENT SHEET 1),PROPERLY 2X WOOD FRAME BY OTHERS R = 3 = SECURED 1X BUCK IS ^O w r O #12 WOOD SCREW � m z „m OPTIONAL(SEE NOTE 2, (SEE NOTE 2,SHEET 1), r o 0 O O F SHEET 1 INSTALLATION ANCHOR PROPERLY SECURED 1X BUCK IS w r N o r F ) OPTIONAL(SEE NOTE 2,SHEET 1) N n $ SHEATHING o`� ¢ o`i #12 WOOD SCREW a s o o m BY OTHERS11 INSTALLATION ANCHOR 1 2 3 4 0 w ? D w EXTERIOR FINISH 1 3/8"MIN. BY OTHERS EMBEDMENT } I SEE GLAZING DETAIL 1 J� 5 ON SHEET 4 = O w r 1 7/8"MIN. PERIMETER CAULK 5 2 INTERIOR 1/4"MAX SHIM EDGE DISTANCE ? N BY OTHERS � ` ^m `n i O 7 3 ANCHOR—TO—SUBSTRATE =Of } g 4 EDGE DISTANCES ARE o 0) o TYPICAL AND SHEATHING BY OTHERS 7 6 EXTERIOR SEE GLAZING DETAIL 1 MEASURED TO BOTH ci{ ON SHEET SIDES OF SUBSTRATE EXTERIOR FINISH z ❑w ri BY OTHERS PERIMETER CAULK vi= X 'm ~ B VERTICAL SECTION BY OTHERS m n.a z z z INSTALLATION 0.(DI- }00 WOOD FRAME SUBSTRATE MAX.O.A.FRAME WIDTH v U)2>o HORIZONTAL SECTION LLI'0 0-3 a^ MAX.O.A. SEE GLAZING DETAIL 1 C INSTILLATION o a:m $o FRAME HOOD GRAME SUBSTRATE O v z LL s? HEIGHT 6 ON SHEET 4 c� W o W 6 k. EXTERIOR 7 4 INTERIOR 114"MAX.SHIM Lu ai ®�3� 1 1/2"MIN.EMBEDMENT-CONCRETE Lu U u PERIMETER CAULK 5 3 1"MIN.EMBEDMENT-MASONRY > ry gq BY OTHERS 2 06 EXTERIOR FINISH CONCRETE/MASONRY BY p a 0 m 1l4"MAX SHIMOTHERSF = BY OTHERS (SEE NOTE 2,SHEET 1) 4 3 2 1 Robert J.Amoroso,P.E. ;; 1/4"ITW TAPCON Florida P.E.No.49752 PROPERLY SECURED EMBEDMENT SEE GLAZION SHEET 4 INSTALLATION ANCHOR +++++DETAIL 1 I`i3aMES 4 r, 1X WOOD BUCK BY 5 +`op` GENSF pGZ OTHERS(SEE NOTE 3, !.: �¢ NO as 52 di. SHEET 1)' CONCRETE BY OTHERS ;•. r tt # (SEE NOTE 2,SHEET 1) 1 1/2"MIN.EDGE DISTANCE-CONCRETE o vs U 'p 1/4"ITW TAPCON ) �9? STAFF 8 2"MIN.EDGE DISTANCE-MASONRY 1 1/2"MIN.EDGE DISTANCE ]ON ANCHOR :.`.,' 4i�Fs•�ON�Q. b;.� h�iIsJONA��+P� A VERTICAL SECTION 6 7 PROPERLY SECURED 1X WOOD BUCK WOOD BUCK INSTALLATION BY OTHERS(SEE NOTE 3,SHEET 1) PROTECTION BY CONCRETE SUBSTRATE PERIMETER CAULK BY OTHERS WOOD BUCK PROTECTION BY OTHERS(SEE NOTE 3,SHEET 1) EXTERIOR FINISH BY OTHERS OTHERS(SEE NOTE 3,SHEET 1) —MAX.O.A.FRAME WIDTH PRODUCT REVISED plying with the Florida OHORIZONTAL SECTION BOA-N.coax T NOa-Na. 20-7103.00 1� INSTALLATION Expiration oat,0112812025 CONCRETE/MASONRY SUBSTRATE ey d ) mlam ado Product Control #14 SHEET METAL INSTALLATION NOTES: SCREW/SELF-DRILLING SCREW INSTALLATION ANCHOR METAL SUBSTRATE 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: a m BY OTHERS 1.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)OA2(NON-HVHZ)AND 0.55(HVHZ) (SEE NOTE 2,SHEET 1) 1.2, CONCRETE•MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI EXTERIOR FINISH 1.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF c BY OTHERS sLr. 3/4"MIN. 3 THREADS MIN. 1.4' METAL SUBSTRATE:STEEL 18GA(0.0428'),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. N ^U w O S'LEDGE DIST.--{ EMBEDMENTBEYOND 1.4.1. METAL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 02 zm mYP.) I INTERIOR WALL U o O? it 2. 2X WOOD FRAMING,IX OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY w w c LL N w o 1!4"MAX. TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF O ¢ W w ¢El SHIM SPACE RECORD. D a d o w W a. Z 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK PERIMETER CAULK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO a STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED BY OTHERS = QO '�O COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. J 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16"OR GREATER OCCURS.MAXIMUM I¢- o ' 2 ALLOWABLE SHIM STACK TO BE 1/4. W a O o 0 5. FOR ANCHORING INTO CONCRETEIMASONRY USE 114'HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12"MINIMUM EMBEDMENT INTO ^Z d O 5 3 CONCRETE WITH 1 12"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS c z v SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+/-1" g TOLERANCE. E k o 7 SEE GLAZING DETAIL 1 A 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: Q Z L o ON THIS SHEET 4 6.1. SHOWN IN SECTION VIEWS:#12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO V ri:n�� �1 VERTICAL SECTION SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER,LOCATE ANCHORS AS SHOWN IN Z n p j m Vj 6 r INS"I'ALLA'I'ION WINDOW ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/.1"TOLERANCE. = W M s m r EXTERIOR h1ETAL SUBSTRATE INTERIOR HEIGHT 6.2. NOT SHOWN IN SECTION VIEWS:#14 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 UT MINIMUM EMBEDMENT INTO a a,n 6 SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER,LOCATE ANCHORS AS SHOWN IN -,¢ LIL ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+l-1"TOLERANCE. U w Z w SEE GLAZING DETAIL 1 7 FOR ANCHORING INTO METAL STRUCTURE USE#14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 Z p 0_m . 2 7 ON THIS SHEET 4 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON a UO U u 2 8 m CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. lug-1 :n Z em / \1 5 3 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. N W W J�J s R. ��§ 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. to p "m c< 2 LLI� C 1/4" MAX. SHIM SPACE 3 rn> 'a oa Qo 1 SHIM AS REQUIRED EXTERIOR 8 m�LL SHIM SPACE 4 3 2 #14 SHEET METAL 0 2p a /—SCREW/SELF-DRILLING SCREW PERIMETER CAULK / INSTALLATION ANCHOR Robert J.Amomso P.E. `'� INTERIOR 4 Florida P.E.No.49752 BY OTHERS ,dC. `tttttuU4yt, 3/4"MIN. 0.578"GLASS u EDGE DIST.—� 3 THREADS MIN. 5 52 O EDGE DIST.(TYP.) BITE f u - mp) EMBEDMENTBEYOND L Q:- No BY OTHERS 49 '.0 EXTERIOR FINISH INTERIOR WALL / *' '* METAL SUBSTRATE I 3 THREADS MIN. ' #14 SHEET METAL BY OTHERS �� EMBEDMENT BEYOND INTERIOR WALL 7 E� QJ�: SCREWlSELF-DRILLING SCREW (SEE NOTE 2,SHEET I) / \ 6 �� "..'�ORtaPp�?: INSTALLATION ANCHOR ,vA, METAL SUBSTRATE BY OTHERS 718"O.A.INSULATING GLASS ...........(�,p SEE GLAZING DETAIL 1 I 1 0 (SEE NOTE 2,SHEET 1) CONSISTING OF: VERTICAL SF,CTION ON THIS SHEET "` t i _. O . 1!8"ANNEALED GLASS, INTERIOR INSTALLA•I10N 0.090"TROSIFOL METAL SUBSTRATE INTERLAYER BY KURARAY EXTERIOR AMERICA INC.,1/8" ANNEALED GLASS,0.39"AIR ANCHOR E EXTERIOR FINISH SPACE,3/16"INTERIOR EDGE DISTANCES BSTR STANCES AREE PERIMETER TYPICAL AND CAULK BY OTHERS TEMPERED GLASS MEASURED TO BOTH 6 7 BY OTHERS PRODUCT REVISED SIDES OF SUBSTRATE as GLAZING DETAIL I Build.9 NOA-No. In 20,103.06 G HORIZONTAL SECTION INS'I'ALLA'FIUN Expiration oate01128/2025 METAL SUBSTRATE - it, z�- Mlaml-Dade Product control ¢ ¢ ¢ 0 MASTER FRAME Q SASH STOP FRAME COVER o a 0.070"TYPICAL WALL THICKNESS 0.070"TYPICAL WALL THICKNESS 0 4.170" 1.635" z M = 0 01 ZO Wt-N ¢2.015, 0.542 .730" W W 1.400" N F � x 0.847" la 3.250" ►{J 1 x c� 4 ° o o z ¢ �, 4 GLAZING BEAD l " J o 3O POCKET INSERT �z �zv 0.070"TYPICAL WALL THICKNESS 3 o 0,070"TYPICAL WALL THICKNESS 0� o 0.552" ¢ z I�0.612„ 1.031" zx oz z ujo 0.380" JQaa JW s z 0.825" �O3 0" 0.750" ® n w>Z 0.416" � 3 z0�MW ry —1.133" . 1" Lu�?< �6 1 �x¢ me �0 wCd � CV U)z Wc°,"' CORNER CONSTRUCTION wz ®� w U's R 0 N , ao�a U U„wm Series Tech 5108 Miami Dade Impact Fixed Will of Material filer 1 Robert J. a m Item Part Numbers Description Su .Amoroso,P.E. Numbers p 'Supplier Florida P.E.No.49752 ,1Nt+tt1#11" 1 IV White 1060/7780/AG Master Frame Energl Fenestration** ,s*K aA�!E5 A�'1,,r 2 IV White 107017736 Sash Stop Frame Covet, Energi,Fenestratlon** a`d�` , 1617 es vpfs ,�a•. 'ND as 62 [ 3 IV White 107,94 7737 Pocket Insert/'Center Section PW Energi•Fenestration'" 4 IV White'110317726 PW Glazing Bead Energl Fenestration*` E :9 STRFE .�lr,i1,y E 5 552 Sikatlek:Black Wet Glaze'(Fized CenterSection,) Sika US' 6 Hurricane.Laminate Impact Operating•Sash E366 2.7mm 10.90 PVB(Kuraray America,Inc.Trosifil)Interla er IG Cardinal 7. VEN-VG=12088 Black Glazing Tape 1M z 3/8 x 85 Fixed Center Section) Industrial Sales 8 2NB-8K-0.0062-028-064 Glass Setting.Slocks'.Sash,(Neoprene w/70 to 90 Shore A Durometer) Frank Lowe 9 We Endur IG Edge Spacer:(A1-D)Aluminum. Cardinal Not Shown'H-808WHZ,: Weep'Hole Cover White Product:Design Not Shown W0511022 30PP124BP50-9/16 X1 3/8 X 3 Foam Block Lindenmeyr *•ENERGI FENESTRATION"SOLUTIONS USA,INC.;'PER CURRENT MD NOTICE.OF ACCEPTANCE(NOA) PRODUCT REVISED ._.__ _.._._._.r. Bas uildin plying with the Florida NOA-No. 20.1103.06 ewplmtton Date 01/28/2025 ey mlorn aae Fro net control