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HomeMy WebLinkAboutProduct ApprovalProduct Approval (4) i P AE I=� i� MIAMI-DADS CODE COMPLIANCE MIAMI—DADE COUNTY ST. L CIE CO TY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOM � (I1 7 Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/building Regency Plus,Inc. 2000 Locust Gap Highway Mount Carmel,PA 17851 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.Iftliis 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: Series"5000"White PVC Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. RPLS0062, titled "Series 5000 Vinyl Single Hung Window - LMI", sheets 1 through 10 of 10, dated 01/12/09, with revision K dated 05/13/20, 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-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ABELING: Each unit shall bear a permanent label with the manufacturer'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 and renews NOA No. 18-0911.05 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. M�araoaflErcv�Nrr NOA No.20-0526.04 Expiration Date: July 22,2025 Approval Date: July 02,2020 6/26/20 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. 08-1210.13) 2. Drawing No. RPLS0062, titled "Impact Series 5000 Single Hung Window-LMI" sheets 1 through 5 of 5, dated 11/26/08, with revision J dated 01/08/18,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under NOA No. 18-0122.13) 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 white PVC single hung window, prepared by National Certified Testing Laboratories, Test Report No. NTCL-110-11537-1, dated 08/18/08, revised on 09/03/08, signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 08-1210.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 09/01/15, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under NOA No. I5-0618.04) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 16-0712.03, issued to ENERGI Fenestration Solutions USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 08/10/17, expiring on 02/28/18: Manuel Perez,P.E.' Product Control Exarn�r NOA No.20- /26.0 Expiration Date: July 22, 5 Approval Date: July 02,2020 E-1 Reaency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 06/11/18, signed by Tony Procopio,Plant Manager. (Submitted under NOA No. I8-0911.05) 2. Testing agreement letter dated 06/12/18 between National Certified Testing Laboratories (NCTL) and Regency Plus, Inc., issued by NCTL and signed by Justin L. Bupp, Laboratory Manager. (Submitted under NOA No. 18-0911.05) 3. Statement letter of confonnance,complying with FBC 61h 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. 18-0122.13) 4. Laboratory addendum letters in the Test Report No. NTCL-110-11537-1, issued by National Certified Testing Laboratories, dated 03/31/09 and 05/01/09, both signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 08-1210.13) 5. Laboratory compliance letter in the Test Report No. NTCL-110-11537-1, issued by National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 08-1210.13) G. OTHERS 1. Notice of Acceptance No. 18-0122.13, issued to.Regency Plus, Inc. for their Series "5000" White PVC Single Hung Window—L.M.I., approved on 03/08/18 and expiring on 07/22/19. 2. This is a one-year approval, subjected to successful verification test. ManuelS Product ControNOA NoExpiration Date: J Approval Date: July 02,2020 E-2 I .. Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. RPLS0062,titled "Series 5000 Vinyl Single Hung Window—LMI", sheets 1 through 10 of 10, dated 01/12/09, with revision K dated 05/13/20,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 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. 2. Test reports on: 1) Air Infiltration Test, per FB•C, 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 5202 outswirig vinyl casement window,prepared by National Certified Testing Laboratories,-Test Report No. NCTL-110-22725-1, dated 02/14/20, with revision 01 dated,04/07/20, all signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5"' Edition (2014), dated 03/31/15,with revision dated 09/01/15, and updated to the FBC 611 Edition (2017) with revision 1 dated 04/29/20prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) y v� Manuel Perez,P.E. Product Control Exa n r, NOA No.20-0 26.0 Expiration Date: July 22, S Approval Date: July 02,2020 E-3 Recency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. . Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their "Trosifol0 Ultraclear, Clear and Color PVB.Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. 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.611 Edition (2017), and of no financial interest, dated.May 15, 2020, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. 2. Proposal No. 19-0312 issued to Regency Plus, Inc. by the Product Control Section, dated May 15, 2019, signed by Manuel Perez,P.E. G. OTHERS 1. Notice of Acceptance No. 18-0911.05, issued to Regency Plus, Inc. for their Series "5000" White PVC Horizontal Sliding Window—L.M.I., approved on 10/11/18 and expiring on 07/22/20. 2. This is a one-year approval, subjected to successful verification test. Manuel Perez,P.E. Product Control Exa for NOA No.20-0 26.0 Expiration Date: July 22, 2'S Approval Date: July 02,2020 E-4 REGENCY PLUS9INC. N12 SERIES 500 VINYL SINGLE HUNG WINDOW o LARGE MISSILE IMPACT ,p, II` STALLATION ANCHORAGE DETAILS a of ci NOTES* e o-. ' �a �W 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 6th EDITION(2017)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Y a 2. 2X WOOD FRAMING,1X OR ZX WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. c ' 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE m m 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 a o MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. O J ` K 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAB 202 AND TAS 203.SEE TEST REPORT NO.NCTL-110-11537-2,.DATED 08120/08,WITH REVISION DATED 09/03108 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK PA, 3� w N SIGNED AND SEALED BY HAROLD RUPP,FLORIDA P.E.VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO.19-0312. _ 0 Ei13 5. MATERIAL: Q z 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DARE NOA. ti= (�7 5.2. REINFORCEMENT: �U' Z ..m "� z 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 aim:Q= r m z 5.2.2. GALVANIZED STEEL TUBE(0.935"X 0.730"X 0.05"THICK Fy=30-50 ksi&Fu=37.6-68.7 ksi)-FIXED MEETING RAIL M S m w w 5.2.3. LAMINATE GLASS INTERLAYER TROSIFOL INTERLAYER BY KURARAYAMERICA,INC.PER CURRENT MIAMI-DADE NOA IL j 0 OO.m Z 6. GLAZING: _ z:Q�Z 6.1. GLAZING DETAIL AS TESTED: ui UO U y o«S 6.1.1. OVERALL:718"NOMINAL INSULATING LAMINATED GLASS. Z „em 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. oo 2i> �"$ ' 6.1.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA.INC. o 0 o a= 6.1.4. SPACER TYPOSIZE:7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). N N H 8.6 6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKA FLEX"55T'BACKBEDDING WITH A SNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. to o 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 MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. - W 8 6.3. AS TESTED GLAZING MEETS ASTM E1300.09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. y - Un'4LL 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED.FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ m o� 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1116"ORGREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". RObw 9. FOR ANCHORING INTO CONCRETUMASONRY USE 1/4"FLATHEAD TAPCONS(CS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 112"MINIMUM EDGE DISTANCE AND V MINIMUM.EMBEDMENT t Florida No.�•E RENo.4 P.E. 49752 INTO MASONRY WITH T'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 12 FLAT WO OD I NESS W D SCREWS LENGTH(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318"MINIMUM EMBEDMENT INTO SUBSTRATE TABLE OF CONTENTS `,O�P�4`'(•�E(� 10 1 WITH 718"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS V F G SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+A P'TOLERANCE. SHEET DESCRIPTION Q� NO 4>3752 4� _ 10.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE 'NOTES WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS I), SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE, 2 'ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS) 9 STATE OF 11. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLATHEAD SHEET METAL OR SELF DRILLING SCREWS(SIBS)WITH SUFFICIENT 3 ELEVATION AND ANCHOR LAYOUT(SMS/TAPPINGISELF-DRILLING SCREWS) LENGTH TO ACHIEVE 3THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND �oe�CCSi• OR I� DETAILS.ANCHOR LOCATIONS HAVE+ MINIMUM ANCHOR-TO-ANCHOR SPACING O TON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 4 VERTICAL SECTIONS-COMPONENT ID �i� Sf®IV..... AL 5 HORIZONTAL SECTIONS-COMPONENT ID&FRAME CORNER CONSTRUCTION 12. ALL FASTENERS TO BE CORROSION RESISTANT 09 HAVE A CORROSION RESISTANT COATING 6 VERTICAL SECTIONS-WOOD AND CONCRETE/MASONRY SUBSTRATE ANCHORAGE 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 7 VERTICAL SECTIONS-METAL SUBSTRATE ANCHORAGE&INSTALLATION NOTES PRODUCT REVISED INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE - Building o,mpi�i .with n,a Florida MINIMUM STRENGTH SPECIFIED BELOW: HORIZONTAL SECTIONS-WOOD,CONCRETE/MASONRY&METAL SUBSTRATE NDA-.. 20-0526.04 13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVRZ)AND 0.55(HVHZ) - 6 ANCHORAGE E.gl.a0,n Dar,;.07/2� 212025 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 13.3, MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY-117 PCF 9 COMPONENTS ar• 13A' METAL SUBSTRATE:STEEL 18GA(0.0428"),Fy=33KSI/Fu-45 KSI OR ALUMINUM 6063-TS 0.048"THICK MINIMUM. - email, add Prod,%,13o�Vol 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 10 BILL OF MATERIALS&GLAZING DETAILS I l a a SERIES 5000 VINYL SINGLE HUNG WINDOW INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING SCREWS) OR CONCRETE/MASONRY SUBSTRATE mw 52"MAX.FRAME (CONCRETE SCREWS) Gap WIDTH w IL FN •� o wo ao 4642" g �w D.L.O.WIDTH 3"FROM CORNERS Y p @ HEAD&SILL TYP. C B 6,'FROM JAMB 6 4 13 4"O.C.MAX.TYP.WOOD CORNERS TYP. $ LL SCREWS �� a a O 12 4"O.C.MAX.TYP. 2"O.C.TYP.FOR o m CONCRETE SCREWS WOOD.SCREWS. o¢ 4"O.C.TYP.FOR y Zrn 334"D.LO. D ® ® CONCRETE SCREWS. a 5} 75'MAX.HEIGHT 5 5 Zo m HEGHT JME Q�WgmZ x �Meefina Rail a 0 w C.90 o � V,Z ZS H rc B 2"O.C. / z�QmZ 32 4"SASH E /� 4 36" TYP.EACH SIDE �� w zo �" D.L.O. 5 5 SASH OF MEETING RAIL $ $ r g >¢ e� HEIGHT HEIGHT C / N oz �Bt X //� 8 �� 8 INSTALLATION NOTES: I. HEAD AND SILL wj ®moo-a ANCHORAGE THE SAME. q 2. JAMB ANCHORAGE SAME. �� v m 4 15'g'O.C.TYP. 6 3. +/-1"TOLERANCE ON @ HEAD&SILL ANCHOR LOCATION. a a n DETAIL.1 3.1. -TAPCON MINIMUM er Robert XAmoroso,RE 454°SASH (SEE SHEET 5) . SERIES 5000 VINYL SINGLE HUNG WINDOW SPACING tS4"OC. Florida RE No.E9752 752 D.L.O.WIDTH EXTERIOR VIEW-ANCHORAGE 3.2. WOOD AND TAPPING il ,dgeeeeaareo0 1AWIES WOOD AND CONCRETE/MASONRY SUBSTRATES SCREW MINIMUM ��`( 4:fi, e 49"SASH SPACING IS 2"OC. �1%`�0�Q GEiv �9G WIDTH �QJ No 49752 i SERIES 5000 VINYL SINGLE �� 9 HUNG WINDOW s�0 ••�raTE OF � EXTERIOR VIEW WEEP HOLES: ,,,�c.S•[O p lO,r��2 - �oi�S�OP1A Fr�Pe SIGN PRESSURE RATING(PSF) IMPACT RATIN 1. ONE(1)WEEP HOLE MEASURING 1-1/4"X 1/4"AND EMPLOYING A PLASTIC WEEP COVER WAS LOCATED AT 2-5/8"FROM EACH END OF THE EXTERIOR SILL FACE. 55.0/-55:0 LARGE MISSILE PRO °�wEuaa°oriaa' + eoud�"g g IMPACT NOA-N 20-0526.04 E. uon o 71„° 22/2p25 1�1, f mfg Miam-0ado woduepsl),:.oi SERIES 5000 VINYL SINGLE—HUNG WINDOW w INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR SELF—DRILLING SCREW) a \ 52"MAX.FRAME _ o s WIDTH °1 w 5 w w �o 464. Sza �w D.L.O.WIDTH 3"FROM CORNERS Y a @ HEAD&SILL TYP. 4 B 6"FROM JAMB N CORNERS TYP. g �U a 0 2"O.C. 2"O-C.TYP.FOR SMS 0z /w TYP.EACH SIDE �� SCREWS, r Z� " 33 "D.L.O. 0 OF MEETING RAIL ® a -� HEIGHT D 0=m CAD 75"MAX. 5 FRAME - 'En'=g >m Z x HEIGHT Lu Meeting Rail 9 j'O.C.MAX.TYP.FOR SMS a ,�,��p o SCREWS Z Z)M @0 I; B c w a z 32 4,.SASH E 4 E w 0 z ao S g„ D.L.O. 5 5 36' 8 8 �o�>a g-, HEIGHT HEIGHT % N �SASH O �8@)s // /// INSTALLATION NOTES: oD 'tea Ss 1. HEAD AND SILL ANCHORAGE THE SAME. ww A A 2. JAMB ANCHORAGE SAME. 4 15 e"O.C.TYP. 7 3, +(-1"TOLERANCE ON a @ DETAIL 1 HEAD&SILL ANCHOR LOCATION. 454"SASH (SEE SHEET 5) SERIES 5000 VINYL SINGLE HUNG WINDOW 3.1. SMS,TAPPING OR fl�aP.�o P.E. 7 D.L.O.WIDTH~ --ERIE SELF-DRILLING oa011teueeee", EXTERIOR VIEW-ANCHORAGE SCREWS MINIMUM �.� UES 4 " STEEL SUBSTRATES SPACING IS 2"OC. 04�`'i��c ENsF'�9G'% 49"SASH Flo 49752 Rio WIDTH �l SERIES 5000 VINYL SINGLE STATE OF r�tr ............. WEEP HOLES: P HUNG WINDOW XTTER OR VIEW 1. ONE(1)WEEP HOLE MEASURING 1-1/4"X 1/4"AND EMPLOYING A PLASTIC WEEP COVER WAS LOCATED AT 2-5/8"FROM EACH END OF THE EXTERIOR SILL FACE. DESIGN PRESSURE RATING(PSF) IMPACT RATING PRODUCT REVISED +55.0/-55.0 LARGE MISSILE ^ mP"^9 �w' °""F'�i 6uiie'ingoeo IMPACT NOA-No. 20-0526.04 E.iravon 0aro D71 12025 6y: miam oaao aroe^oseo voi SEE GLAZING z z m DETAIL 2, 21 SEE GLAZING 20 SHEET 10 16 Is DETAIL 1, 2 10 12 43 9 19 SHEET 10 15 50 F- sa. mm 3 20 w a m F 8 12 21 6 13 a i wo 3 7 wLL ov d 0 14 ��§ w 14 n 20 Y 23 18 15 EXTERIOR INTERIOR � ' 5 16 �J ❑ 12 16 0 0 1 16 a a 3 � Lia 0 23 �o q 19 SEE GLAZING o z 3 Qo O oa DETAIL 1, a Zz SHEET 10 9 o 10 7. 00- y EXTERIOR INTERIOR Z0 7 a a=U a m Z Y �RTCAIJ SECWD TT VERTICAIJ SECTI®101 a�of W-zMEETING RAILS-COMPONENT ID o >W s E COMPONENT w�F-zoo s w N'2 N~ W> ®� =o 0o INTERIOR EXTERIOR N 0 �$Nw V. a a Q Robed J.Ammso,P.E _ Florida P.E.No.49752 1 D �nuaeoec000 20 No 49752 0 9 = Zo SEE GLAZING DETAIL SHEET 10 STATE QF :mow • NA; VERTICAL, SECTION DEAD—COMPONENT ID PRODUCT REVISED pt nnq with Uw Florida. • emlalmy Non-No, 20-0526.04 EsRiration oato;�7/2212D25 ey: GLisUC�i Ml—m P,da Produ lrol N O] p Q INTERIOR W ¢a O 1� a W FO ¢ d Z Q wo ao 0 W O� 11 � SEE GLAZING Q DETAIL 2, Do SHEET 10 a co o O A y a 2U -ia O W N C 9 19 20 EXTERIOR z tZ �} U=m Z. Z H®R ONTAL SECTION _N=a=L m = Y ao Wa FIXED LITE Ja w W W,L o w JAMBS-COMPONENT ID Z N �¢ WOU Jz J"EP W J�Z0 ^sg K o�j— �g c oW �93z N 1 15 3 7 19 20 w¢ ®mma 09.-0 izz Luo ao � o Kmnm INTERIOR o 15 a �d a 5 Robert J.Amoroso,P.E. Florida P.E.No.49752 SEE GLAZING , pi�ur°rerorr DETAIL 1, q ���, o� �o �o0�rv�GENSF•.9G SHEET 10 �No 49752 ; _ . 14MLA O' 4 STATE OF O�••��ORIQPG�=� EXTERIOR DETAIL I i��'FSSDoNA' a 15 24 /�g �j MASTER FRAME IZ® �L�.t+ •����®� (SASH JPA1Yffil! SIMILAR) PRODUCT REVISED plyyingg with Ne Florida Building Codo LOWER SASH NOA-No. 2o-0526.04 JAMBS-COMPONENT ID E,Rtra�oo Deco: 7122f2025 ey [Id r i.fs Miam�Dado produe4G vol 's z PROPERLY SECURED 1X #12 OR #14 WOOD SCREW 51 PROPERLY SECURED 1X m WOOD BUCK BY OTHERS INSTALLATION LA ON ANC 52 INSTALLATION ANCHOR WOOD BUCK BY OTHERS INSTALLATION ANCHOR m (SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) §� m WOOD BUCK PROTECTION BY v �1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. 2X WOOD EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST.OTHERS (SEE NOTE 3, SHEET 1) BY OTHERS ,2 � o �p Qo'.v (SEE NOTE 2, SHT. 1) SHEATHING t~i �rc pm o a F r CONCRETE BY OTHERS v 1 1/2" MIN. BY OTHERS p (SEE NOTE 2, SHT. 1) v EMBEDMENT a ¢= EXTERIOR FINIS Hn #14 WS: 1 1/2" MIN. EMBEDMENT 8 a W 1/4" MAX. BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT p `SHIM SPACE - }i 1/4" MAX Y e EXTERIOR FINISH _SHIM SPACE BY OTHERS PERIMETER CAULK o BY OTHERS ' I d PERIMETER CAULK o o IL�1 BY OTHERS so A z a p Q D Q Z Q 0w o i- �9� ?0r Zm m o) EXTERIOR Qa=�. s �z a(D_j z � VERTICAL SECTION 0 ca�9a W WINDOW CONCRE[ESUBSTRATE INTERIOR VERTICAL SECTION INTERIOR WINDOW 0 p O W �"8� HEIGHT WOOD SUBSTRATE HEIGHT �c�>� OEXTERIOR Z �5 O NV ��E¢ Q Z tj3g ANCHOR-TO-SUBSTRATE Q �� w oa a m m o EDGE DISTANCES ARE 0AND 0 LL n DESURED TO BOTH SI IF SUBSTRATE TI7I' 1n' I a U a LJ a Flodd J.A P.E.No.49 P.E Fladtla .No.49752 ' ,pa066GOdd9dd LANES 4('*'- PERIMETER CAULK Q oO 1/4" �a 1/4" MAX. 4o�O�Q.•�\G� SF�pG BY OTHERS SHIM SPACE SHIM SPACE QJ No 49752 PERIMETER CAULK EXTERIOR FINISH BY OTHERS �t=; 14 WS- 1 1/2" MIN. EMBEDMENT. BY OTHERS =.:;�:• �_ ;E #12 WS: 1 3/8" MIN. EMBEDMENT CONCRETE BY OTHERS c e 1 1/2" MIN. . (SEE NOTE 2, SHT. 1) c EMBEDMENT EXTERIOR FINISH `s' (p�«QQ Goo; PROPERLY SECURED 1X �4' BY OTHERS S,O WOOD BUCK BY OTHERS SHEATHING 2X WOOD (SEE NOTE 3, SHT. 1) 1 1 BY OTHERS MIN. . BY OTHERS WOOD BUCK PROTECTION 1/4" ITW TAPCON 52 EDGE"D DIST. (SEE NOTE 2, SHT. 1) BY OTHERS SEE NOTE 3, #14 WS: 1" MIN. EDGE DIST. ,sPRODUCTpl eewseo ( INSTALLATION ANCHOR #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X Pi ing with the Florida SHEET 1) WOOD BUCK BY OTHERS NOA-Ne do #12 OR #14 WOOD SCREW 51 (SEE NOTE 2, SHT. 1) NZimtIo 20OSz6.04 VERTICAL SECTION INSTALLATION ANCHOR ira1ia ivam:o�rzzTzozs B�s?asic c�- coNcarlesuasTRATE VERTICAL SECTION Miam adu Pmdack({o 4oi WOOD SUBSTRATE ¢ ¢ � K #14 SHEET METAL SCREW/SELF—DRILLING SCREW S3 m 3 3/4" MIN. INSTALLATION ANCHOR a EDGE DIST. METAL SUBSTRATE a (TYP.) BY OTHERS $ o O EXTERIOR FINISH (SEE NOTE 2, SHT. 1) w x0 rum s a °� BY OTHERS % w c 3 THREADS MIN. O jo 1»" EMBEDMENT BEYOND w ;. INTERIOR WALL 1/4" MAX. iY rSHIM SPACE x PERIMETER CAULK DO w m o 0 BY OTHERS � INSTALLATION NOTES: Z z O JZ �0� n Q D 1. APPROVED INSTALLATION SUBSTRATES INCLUDETHE FOLLOWING: f- ANCHOR—TO—SUBSTRATE 1.1. WOOD FRAMING, zg EDGE DISTANCES ARE 1.2. STEEL STUD FRAMING, ¢ ¢ TYPICAL AND 1.3. ALUMINUM FRAMING,AND u 2 m y MEASURED TO BOTH 1.4. CONCRETE AND/OR MASONRY. ?0 n Z? m vi EXTERIOR SIDES OF SUBSTRATE vi=¢=w m w z Y 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE J Q a w� DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND a(9 w a o CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. }F. K Z j�tZ02 u ,"¢ VERTICAL SECTION WINDOW 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL w QO }Q METAL SUBSTRATE HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEWASONRY SUBSTRATE.WHEN USED,1X Z BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS 6'o j w Pe INTERIOR THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE o c Q o y i EXTERIOR SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE w rO @ m® RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. w uj m L� 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF I/i G' wy �J^� OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". u1 m S. FOR ANCHORING INTO CONCRETEIMASONRYOSE 1/4"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" ` ILJ` 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.Amomso.RE ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. Florida RE No.49752 q SHIM SPACE Qo 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: � "% AMES 4A�ire' PERIMETER CAULK 6.1. #12 FLAT HEAD WOOD'SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVER 1 3/8"MINIMUM ear��`.��C ENS';0. i BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 71W MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR •.•_Gip , SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. Q: No 497S2 C, ' ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. 6.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1P1"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR—TO—ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. O: STATE ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. o'.i�•-.A`� EXTERIOR FINISH Y' EDGE DIST. 3 THREADS MIN. 7 (SMS)WITH SUFFICIENT. FOR ANCHORING INTOILENGTETAL H TO ATCHIEVE 3THREA S MINIMUMURE USE#14 FLAT HEAD BEYOND EYOND STRUCTURE ET METAL OR SELF INTERIOR ILLING CWALLS ���I� �j6e BY OTHERS EMBEDMENT BEYOND WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE (TYP•) INTERIOR WALL ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1" #14 SHEET METAL SCREW/SELF—DRILLING SCREW BYEfOOTHEURSSTRATE TOLERANCE- INSTALLATION ANCHOR 53 (SEE NOTE 2. SHT. 1) 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. PRODUCT REVISED - asc p10 with Um pmrlda Building Cod VERTICAL SECTION 9• PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH NOA-No. 20.0526.04 ASTM E2112 eagi arlon Oaro• 7/2 212 0 2 5 METAL SUBSTRATE Mlam ado PmducrVe k"ol o: a: 2X WOOD 1/4" MAX. = FRAME BY OTHERS SHIM SPACE m 1/4" MAX. SHIM SPACE 1 1/2" MIN. EMBEDMENT - CONCRETE e (SEE NOTE 2, SHT. 1) SHIM AS REQUIRED 4 INTERIOR 1" MIN. EMBEDMENT — MASONRY m 10 ��#14 WS: 1 1/2" MIN. EMBEDMENT #12 WS: 1 3/8" MIN. EMBEDMENT 52 1/4" ITW TAPCON INSTALLATION ANCHOR w a 1 o W o a z Q2 p p Q• J 1/2"" MIN. EDGE DISTANCE - CONC. w W#12 OR #14 WOOD SCREW S1 � dd � 42" MIN. EDGE DISTANCE - MASONRY INSTALLATION ANCHOR J V -CONCRETE OR MASONRY #14 WS: 1" MIN. EDGE DIST. o� �o V. BY OTHERS w #12 WS: 7/8" MIN. EDGE DIST. �1 p Ea, _Q (SEE NOTE 2, SHT. 1) m o o^ 0 a ti LL V. PROPERLY SECURED 1 X �Z ❑ WOOD BUCK BY OTHERS ¢ PROPERLY SECURED 1X r.4q Do O +;:.. F WOOD BUCK BY OTHERS ;'r 'i;;.r :; JIL�> � (SEE NOTE 3, SHT. 1) o�' a (SEE NOTE 2, SHT. 1) �� dL—� '�'"+K' > Zw $• WOOD BUCK PROTECTION BY SHEATHING EXTERIOR ,= ='t OTHERS (SEE NOTE 3, SHEET 1) �m BY OTHERS i c9�zm vi EXTERIOR FINISH vi=¢=a >m z Y EXTERIOR FINISHJ ERIMETER CAULK PERIMETER CAUL BY OTHERS 3<D-W BY OTHERS BY OTHERS BY OTHERS D_0 w�� � 5 U y.2 Z d Z>Q N� r VERTICAL SECTION w,o}o g o wooDsuesTRATE ANCHOR-TO-SUBSTRATE � VERTICAL SECTION WJ zy eF EDGE DISTANCES ARE CONCRE'iEtNIASONRY g > 3 TYPICAL AND SUBSTRATE N o oLL Lz° MEASURED TO BOTH 1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE wccc ®L J3 0 INTERIOR SHIM AS REQUIRED w0 o � #14 SHEET METAL oo �a 53 SCREW/SELF-DRILLING SCREW 3 a n INSTALLATION ANCHOR _ Robert J.Amoroso,RE Florida P.E.No.49762 N. WER H JAMBS EDGE/DIST I(7YP.) LSHOWN.SIMILAR 'kQ�••�GEEfUS��.9�i� INSTALLATION FOR o`b:' F'•.,GJ, 3 THREADS MIN. UPPER FIXED LITE JAMBS. e No 49762 :o EMBEDMENT BEYOND INTERIOR WALL METAL SUBSTRATE BY OTHERS STATE OF .•�/ ❑ (SEE NOTE 2, SHT. 1) ate••. 0R1• �Gea. �i�oIC `���� NA S d EXTERIOR FINISH PERIMETER CAULK BY OTHERS asPRODUCTwe�inaoerid, BY OTHERS eellaln9oee NOA-No. 20.0526.04 Fsplratlon DateW7/22/2025 E VERTICAL SECTION 142111a.-"aa-� METAL SUBSTRATE mean[-.Dade Produ.,vc. 1 I it O WHINE RIGID E IMPOST MULLION/FIXED 3O SASH FRAME ® SASH STOP FRAME O SLOPED SILL COVER Im 2 WHITE RIGID PVC COVER WHITE RIGID PVC TYP.WALL TICKNESS 0.070" O WHITE RIGID PVC TYP.WALL THICKNESS 0.070" WHITE RIGID PVC TYP.WALL THICKNESS 0.075"4.170^ TYP.WALL THICKNESS 0.066" TYP.WALL THICKNESS 0.070" 3.450"0.315" ~ LL 2.7 L+ 01.000".0e0 0.565" " a 1.400" w 3 a fu I� �l x.xtt �--�--1.530" 1.635• W 3.250" GLAZING BEAD STOP GLAZING LIFTRAIL HANDLE POCKET INSERT FIXED LITE MEEMG RAM GLAZING BEAD STOP/SASH INTERLOCK COVER 0© WHITE RIGID PVC 7O WHITE RIGID PVC ® WHITE RIGID PVC WHITE RIGID PVC 9O WHITE RIGID PVC OTyp WALL TICKNESS 0.060" o TYP.WALL THICKNESS 0.055" TYP.WALL TICKNESS 0.055" TYP.WALL THICKNESS 0.075" TYP.WALL ? 1 0.9 THIoC.tKJoN ESS 0.070" 53l - s� t.ast a Y p 0.914" Z_ o a I^�1.722" 1.121"�l t.tza a.747 a ^Z to m F x 'o:a )z m Z -1Q Ww f a(9w 00 � U y m Z� e HURRICANE �o }cJ j E„ GLAZING BEAD STOP REINFORCEMENT O REINFORCEMENT TILT LATCH o m> e� Fi3�D LITE HEAD AND JAMBS STEEL STEEL STEEL-ZINC COATED 1 1 WHITE RIGID PVC g' TYP.WALL TYP.WALL TYP.WALL TICKNESS 0.070" THICKNESS 0.06" THICKNESS 0.05" 0.69T' ®" w �r t.ast 0.437"(TYP) 0.176' 0.323" of `o d w 0.434" 0.730" o.W m 0.0T a -�I 0280"(TYP) 0.206' - `a T 0.377" 0.709" 0.747 - 0 Robert J.A-ruso.P.F- �+--sl-0.730" �--�F-0.935° 0.166'J Florida P.E.Na 48752 0.377" 1.9U6• 2,2so• eoee,��°`jpPAES q sio 6.622" ` Q,Q;-V;GENe 0.669" ❑ No 4975 :Po PIVOT BAR CONSTANT FORCE 0.803" 1.057" s METAL ® BALANCE ©3 CAM SWEEP LOCK 0 O _ f7 + STEEL 1.a1z" 0.7� sra -?TE OF �� 0.559" 0.665" 0.000 TYP.WALL TICKNESS NA ` �: P•2� 0.352" -.{�o.17a" 1.220 DIA.MAX. -0.100 o.1s7"� F,p'r�.... ���.• �+--2.836' o.s4a^ ° ore OMAExalt �?�`, 0.551" ❑o ^ 0.748" ®o +0.000 1 I .885" -0.100 0r:�7' 0.368" PRODUCT REVISED 2372" t-11�" pI in with the Florida e�imlz 0.526" NOA-Na. 20-0526.04 0.735" E:Rlratlon Oate:07/22/2025 �- 6y; . mtamr�oad.ee Pe Pr oaue wt - Series 5000 Single Hung/Bill of Material Item No. Description I Part Numbers ISuppli.r Materialor Note Frame Components w 1 Master Frame IV White 7780 Energi/Royal White PVC(2) o 2 Impost Mullion Fixed CemarSection(Fixed Meeting Rail) N White 1063/7735 Energl/Royal While PVC(2) 1/2"GLASS BITE $ u 3 Sash Frame(Operating Sash) IV White 128217750 Energi/Royal White PVC(2) o� r0 4 Sash Stop Frame Cover Head N White t070l7736 Energi/Royal White PVC(z) 7 7/8"O.A.LAMINATED GLASS o ID 5 Sloped Sill IV White 118117738 Energi/Royal White PVC(2) 1 INTERIOR CONSISTING OF:EXTERIOR w a o 6 Glazing Lifiral Handle(Operating Sashes) IV White 1068 17747 Energi/Royal While PVC(2) — LAMINATED GLASS-(2)NOMINAL 7 Glazing Bead Stop(Operating Sashes) IV White 1067/7745 Energl/Royal White PVC(2) 14 \\ 1/8"ANNEALED GLASS W/0.090" a o 8 IntedockCover(Operating Sashes) IV White 1180 17727 Ene alto aI White PVC 2 \ KURARAYAMERICAINC.TROSIFOL < 'W 9 Pocketlnsert!Fixed Center Section IV White 107s 17737 EnergifRo al White PVC 2 ¢ 10 Glazin Bead Fixed Center section /FixedMeetingRail IVWhite1080/7753 EnergllRo al White PVC 2 INTERLAYER,7/16"AIRSPACE W! tt Glazing Bead Fixed Center Section IV While1103l7728 EnergilRo al White PVC(2) ` I STAINLESS STEEL SPACER(TYPE Y Reinforcement SS-D),INTERIOR 118"TEMPERED Operating Sash/Lock Sash I Impact Lock Top&Bottom/Heavy 12 Reber ST-22fi-144-0.052 Hygrade Metals .Ofi"GaN.(1) / GLASS o 13 1 Impost Mullion Fixed Meeting Rai STA88-168-0,062 jHygrad.Mct.Is 1 .05"Galy.1 1 \ a N LL -14 1#fix518"Tek/Sash Reinforcement Fastener tt7595 GLF Co oration i - EXTERIOR o o a c Weathers ing GLAZING DETAIL, 1 15 .210 x.300 Fin Seal Pocket Cover W23303NW0000 Ultra-Fab O Q w w 16 .200 x.340 H-Bulb Seal Sash Frame E20718WN2020 Ultra-Feb 3 OPERATING SASH JAMB SHOWN. o 17 .187 x.300 Fin Seal Interlock Cover W23301NW000O Uitra-Fab ¢ Z 18 .270x.220 Fin Seal Sash Fam,I Single Leg Screen Frame WI12257W0000 Ultra-Fab SAME AT HEAD AND SELL. �..5 Glazing O=m(s Z 19 W at et Glaze topeating Sash 552 Sikaflex Black Sika US = O >to 20 O eratin Lock Sash E366 2.Tmml0.9.0 PVB Interta erlG Hurricane Laminate Ira ac Cardinal J Q o.W s Z 20 Fixed Kee er Sash E3662.7mml0.9.OPVBInter erlG Hurricane Laminate lm ac Cardinal a(9� 21 Glass SettingBlocks Sash 2NB.8K4.125-032-064 Frank Lowe 9 EL H Uj Z J 22 ENDUR IG with XL Edge SS Spacer(SS-O TYPE) — Cardinal Stainless Steel // \ w U3 Q Q N ^¢ Screen Components(note!!components ID'ed in section views) / �� 17 O(J 5-W 3 23 Singlet-egFrameNewWhite 06516NEW192 ShapesUnlimited / .INTERIOR �o�>a 24 Double Le Fa me New White OSSISNEW192 Shapes Unlimited 25 Tension Springs 2584 Adept N .0 26 Fiberglass Screen Cloth Charcoal 160"x 96' 3002606 Phifer 19 27 Screens line H! EX-FLX-O76543K Imperial Plastic USA / I W'—�t 28 Aluminum Comer Keys CK25ZX260 Hygrade Metals CO 3 W 2 Misc.Components,Hardware and Hardware Fasteners not all components ID'ed in section views I / 1/2" GLASS BITE Lu d 29 Weep Hole Cover White H-808WHZ Product Desitin c. 30 Push Guides White/Screen Fame H-H707WHZ product Design EXTERIOR \ / 31 Interlock Cover(Operating Sash)/Lock Sash HH-66 Vinyl Cement RH Products 10 / a o 32 29 lb.3 Coil/984 Series Constant Force Balance 803829 Amesbury/Truth \ / - 33 Lif rae End Caps White 00156L001 S.I.L.Plastic ~ Robert J.Arta—,P.E. 34 30PPI21SteelStaples18 x 3 Foam BEA80110 Smith Staple - -- 718"O.A.LAMINATED GLASS Florida P.E.No.49752 35 30PP72-18P50-9116 Xt 3B X 3 Foam Block W0571022 Lindenme ' 36 .75 White Balance Plug 21300-00077 Lamatek 22 CONSISTING OF:EXTERIOR °1�uleeepsre 37 Hurricane Grade Spring Cs025 Jamess rin Wire LAMINATED GLASS-(2)NOMINAL �a°p° �ELh1fS 4'�e���� 38 Accessory Parts installation Translucent 02-MX0150010C2 NovaardSilicones 1/8"ANNEALED GLASS W/0.090" � � S��9'�. Usedtosecure p��'Y' �''•Grja 39 HurtieaneTiltLatch 105TA-003-ESN Vision industries operating sash to KURARAYAMERICAINC. _ No 49752 mast"I'mme. TROSIFOL INTERLAYER,7/16" m 40 Safe Seal Lock 322OSS-003-EW Vision Industries AIRSPACE W/STAINLESS STEEL 41 Safe Seal Keeper 8292A-003-EW Vision Industries SPACER(TYPE SS-D),INTERIOR STATE OF 42 Pivot Bars IT-Shaped ed Head 6987 Vision Industries O (V 4a 43 snz TnRVet.040ft75Gri '/Sash Pivot Bars 112003eep Lack 3220SS-003{W Truth 5 GLF Corporation 1/8"TEMPERED GLASS R(aP ��`o 45 9B-18x0.650 Flat WaferShoulderl Sash/Hurricane Latch 137341 GLF Corporation 46 08x1114"Tek White/Locks 120376 GLF Corporation GLAZING DETAIL 2 B+eFr:Fn►�� 47 It6x1"Tek While/Keepers 116821 GLF Corporation 48 B 8 x 3W'Tek/Pan Head Balance Shoes 120766 GLF Corporation FD{ED LITE HEAD SHOWN.SAME 49 012x3"Flat/Installation Screws 401168 GLF Corporation AT SILL AND JAMBS.SILL PRODUCT REVISED 50 Face Mounted Keeper Steel Truth Hardware GLAZING.BEAD IS ITEM NO.10. pICyi hg wish It.Florida Installation Fasteners 6u iding NOA-No. 20.0526.04 51 :12 OR 914 WOOD SCREW n/a n/a Steel 52 1/4"ADVANCED THREADFORM TAPCON n/a Tit Steel Expiration /D/a)ttpo';107/22/2025 53 1014 SHEET METAL ORSELF-DRILLING SCREW n/a nla Steel By'LV{ Miahnf:Pado Prod.oVD/hUol (Ii Hygrade Metals SpedOraOan:AISI 1005 to 3010,CS Type A and B,301¢I to 50 ksi Yield Strength,G40 Galvanized (2)ENERGI FENESTRATION SOLUTlON5 USA,INC.,PERCURRENT MLWI-DADS NOTICE OFACCEPTANCE(NOAI.