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HomeMy WebLinkAboutNotice of Acceptance (3) FAU E7D :020MIAMIdDADE Permitting MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/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.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction.RER reserves the right to revoke this acceptance if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"5405"White PVC Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No.RPLS0063,titled"Series 5405 Vinyl XO-OX Horizontal Sliding Window-LMI",sheets 1 through 10 of 10,dated 01/12/09,with revision K dated 05/15/20,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. 18-0911.04 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. EV NOA No.20-0526.03 t ttat��,ge cvut Expiration Date: July 22,2025 O D E C O P ' a C E Approval Date: July 02,2020 ST. LME COPagel CC I+'ile Copy 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. 08-1210.12) 2. Drawing No.RPLS0063,titled"Impact Series 5405 Horizontal Slider Window", sheets 1 through 6 of 6, 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. 18-0122.12) 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 horizontal sliding window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-11507-1, dated 08/18/08, revised on 09/03/08 and signed and sealed by Harold Rupp, P.E. (Submitted under NOA No. 08-1210.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition(2014),dated 03/31/15,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. 15-0618.03) 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 Ex .unions for Windo: - d Doors, approved on 08/10/17, expiring on 02/29/18. Manuel Perez,P.E*. Product Control Exa e NOA No.20-0 6.0 Expiration Date: July 22,2025 Approval Date: July 02,2020 E-1 I Re2ency 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. 18-0911.04) 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. I8-0911.04) 3. 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. 18-0122.12) 4. Laboratory addendum letters in the Test Report No. NTCL-110-11507-1, 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. 08-1210.12) 5. Laboratory compliance letter in the Test Report No.NTCL-110-11507-1, issued by National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1210.12) G. OTHERS 1. Notice of Acceptance No. 18-0122.12, issued to Regency Plus, Inc. for their Series "5405" White PVC Horizontal Sliding 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. Manuel Perez,P.E. Product Control ExTffnbr NOA No.20-0 26.0 Expiration Date: July 22,: 5 Approval Date: July 02,2020 E-2 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.RPLS0063,titled"Series 5405 Vinyl XO-OX Horizontal Sliding Window—LMI", sheets 1 through 10 of 10, dated 01/12/09, with revision K dated 05/15/20, 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 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 5202 outswing 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 51" Edition (2014), dated 03/31/15, with revision dated 09/01/15, and updated to the FBC 6"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) Manuel Perez,PE. Product Control Ex in r a NOA No.20- 26.0 Expiration Date: July 22, 2`5 Approval Date: July 02,2020 E-3 Regency 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 "Trosifol®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 61h 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. 18-0911.04, issued to Regency Plus, Inc. for their Series "5405"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.` Y. Product Control Ex iner.r NOA No.20- 26.0 Expiration Date: July 22; 25� Approval Date: July 02,2020 E-4 a s REGENCY PUTS, INC. SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW s ow FQ LARGE MISSILE IMPACT INSTALLATION ANCHORAGE DETAILS � n g a1 NOTES: :31 .. 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 � 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY 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 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE 3: 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 NTH APPROVED COATING OR O a y LL MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. o O a 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-110-22724-1,DATED 0427/20 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY HAROLD RUPP,FLORIDA P.E.VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO.19.0312. Z 0 5. MATERIAL- m 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DARE NOA 5.2. REINFORCEMENT: C7 r~ m y Y 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 7 n=.a m O z 5.2.2. GALVANIZED STEEL TUBE(0.935"X 0.730"X 0.05"THICK,Fy=30-50 ksi&Fu=37.5-68.7 ksi)-FIXED MEETING RAIL ..I Q W 5.2.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA N =Z `� p 6. GLAZING: W U Q O q 6.1. GLAZING DETAIL AS TESTED: E 6.1.1. OVERALL:7I8"NOMINAL INSULATING LAMINATED GLASS. LU O FO-X N 8 6.1.2. GLASS THICKNESS:(1)LITE OF 118"NOMINAL TEMPERED GLASS TO THE INTERIORAND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. lz 6.1.3. LAMINATED LITE:(2)UTES OF 118"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. 6.IA. SPACER TYPEISIZE:7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). `8 a > m ®s 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. 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 y€m MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE w 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. EE to7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. m om 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF III S"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACKTO BE 1/4". a Robert J.Amoroso,P.E. 9. FOR ANCHORING INTO CONCRETEIMASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1I2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 112"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT Florida P.E.No.49752 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+/-1"TOLERANCE. ,1„II111280o . , Q��pFEES q4f-0oo 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: 10.1. #12 FLATHEAD WOOD SCREWS"WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318"MINIMUM EMBEDMENT INTO SUBSTRATE TABLE OF CONTENTS O®�,• G NSA WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS No 49752 "%UO SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE-1-V TOLERANCE. SHEET DESCRIPTION �J n 10.2. #14 FLAT HEAD WOOD SCREWS(INS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE 1 NOTES WITH 1"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+1-1"TOLERANCE. 2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS) STATE .`t/�, 11. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLATHEAD SHEET METAL OR SELF DRILLING SCREWS ISMS)WITH SUFFICIENT 3 ELEVATION AND ANCHOR LAYOUT(SMS/TAPPING/SELF-DRILLING SCREWS) ® i�`S.4 O R 1LENGTH O OP MINIM MTANCHOIRR--/TO-ANCHOR SPACING OF 2 3 THREADS MINIMUM YON CENTER.LOCATE ANCHORS AS HOWN IOND STRUCTURE INTERIOR WALL WITH 3/4'N ELEVATIONS AND INSTALLATION 4 VERTICAL SECTIONS-COMPONENT ID �NIMUM EDGE DISTANCE AND `�i�s�0NA%,100 DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. 5 HORIZONTAL SECTIONS-COMPONENT ID&FRAME CORNER CONSTRUCTION 12. ALL FASTENERS TO BE CORROSION RESISTANT OR 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 mI'lying with the Florida MINIMUM STRENGTH SPECIFIED BELOW: HORIZONTAL SECTIONS-WOOD,CONCRETEIMASONRY&METAL SUBSTRATE °Building a 13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) B ANCHORAGE NOA-No. 20A526.03 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI Ez2lration onto• 7/2Q_ 212025 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 9 COMPONENTS By J� 13.4. METAL SUBSTRATE:STEEL 18GA(0.0428"),Fy=33KSI I Fu=45 KSI OR ALUMINUM 6063-175 0.048"THICK MINIMUM. Miam ado Proda fso Lrol 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 10 BILL OF MATERIALS&GLAZING DETAILS � z 63"MAx. SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW N a HEIGHT ME 74"MAX.FRAME INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING 60"SASH WIDTH HEIGHT 32" 33" SCREWS) OR CONCRETE/MASONRY SUBSTRATE D.L.O.WIDTH D.L.O.WIDTH (CONCRETE SCREWS) O c 56 t'D.L.O. A B g 57 g'D.L.O. N N HEIGHT 4 4 4 HEIGHT O ¢ w O Cj a �` �w Y s a o^ Meeting Rail o arc y LL D E o '-o X ® z o 5 5 5 DETAIL 1 4"O.C.TYP. z0z ai `s z¢ 9 (SEE SHEET 5) 4"O.C.TYP. �� 11 2'O.C.TYP. n�= zo F Y 6"O.C.TYP. a N g m z a;ul c}i ai� 00 A B °d x ci T W0 Qz w x 4 3"TYP.JJJ 0 r o a" 4 35 2'SASH 4 4 �// o i¢ 9 s L WIDTH 144'O.C. o~ "�®Q SERIES 5405 VINYL XO-OX TYP. ®slM1= HORIZONTAL SLIDING WINDOW X ® W a^dw WEEP HOLES: EXTERIOR VIEW g 8 N m 1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL s �� g�� O n 2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL / Rlodda P.E.No.a,P.E. Flodda .E.No.4a757 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK A AA AA Aa`������FPAES qs.,�� 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL TRACK A 4b=� F'•-,G'. 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 6 SERIES 5405 VINYL XO-OX HORIZONTAL �'� No as�52 THE EXTERIOR SILL FACE SLIDING WINDOW e �Iy 6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK EXTERIOR VIEW-ANCHORAGE o ��Uv "" ;`x STATE OF 7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE ,�u WOOD AND CONCRETE/MASONRY SUBSTRATES ,�•. t QP;`��� INSTALLATION NOTES: �i,��SfONAB Ea���s DESIGN PRESSURE RATING(PSF) IMPACT RATING 1. HEAD AND SILL ANCHORAGE THE SAME. 2. JAMB ANCHORAGE SAME. LARGE MISSILE 3. +/-1"TOLERANCE ON ANCHOR LOCATION. PRODUCT ReviseD +55.0/-55.0 IMPACT 3.1. TAPCON MINIMUM SPACING IS 4"OC. ;:,coimn9PiyingwitntnaFiarlda 3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 4"OC. NOA-No. Cod 20-0526.03 Expiration Date• 7/22/2025 Mla p r tr Miam ade Produc�t4 0l MAX.E SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW IGHT MAX. O"SASH 74 WIDTHRAME INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR � m HEIGHT 32" 33" SELF-DRILLING SCREW) 4 m D.L.O.WIDTH D.L.O.WIDTH 56 Q"D.L.O. q B B 57�'D.L.O_ o d o HEIGHT 4 4 4 HEIGHT w a w o m o w wo - m z rE. o doLu o N o Y � Meeting Rail C x p J o 5 5 0 5 4"O.C.TYP. o a , DETAIL 1 4"O.C.TYP. ma o (SEE SHEET 5) 2"O.C.TYP. Z 6"O.C.TYP. ga 2"O.C.TYP. z¢ o 11""O.C.TYP. 4"O.C.TYP. 1 a Ng 6"O.C.TYP. �+ A 11 2 O.C. o�N Jr J I TYP. ZD 7 �n F-O m m Y q N� 4 4 4 a,0W00 3"TYP. c}i inn�x= a 35"'SASH z�<XZ ^ WIDTH �� 00 o¢ S"aM Zz W J F X D SERIES 5405 VINYL XO-OX. �'a J^5x N >0 �'9 HORIZONTAL SLIDING WINDOW x 0 00 41,H®g EEPHOLES: EXTERIORVIEW 14a'O.C. N� z9ad TYP. E wW aF%w 8 a �m 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL w LL 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL �� 8 �° 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL Robert 1.nmamso,P.E. Fiodda P.E.No.49752 TRACK °1ppi11firs" 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF A °°S SNMES �oi�� . THE EXTERIOR SILL FACE 7 SERIES 5405 VINYL XO-OX HORIZONTAL m``Q-'�?OEN 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW No 497 :o' 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE STEELSUBSTRATES STATE OF DESIGN PRESSURE RATING(PS F) IMPACT RATING INSTALLATION NOTES: - ;F`'••�0 R kQPG�`�,� 1. HEAD AND SILL ANCHORAGE THE SAME. °�isg/ONA` 2. JAMB ANCHORAGE SAME. +55.0/55.0 LARGE MISSILE 3. +/-1"TOLERANCE ON ANCHOR LOCATION. IMPACT 3.1. SMS,TAPPING OR SELF-DRILLING SCREWS MINIMUM SPACING IS 2"OC. PRODUCT REVISED as co rg l6otley n9 With the Florida NOMNo. 20.0526.03 E.irotien Da to•D712212025 s7: Qit[!L� Miam ado Produ c e l a (�)_�Rj�TCAL SECTION VERTICAL SECTI®N , VERTICAL SECTION MPONENT ID HEAD-COMPONENT ID HEAD-COMPONENT ID m a Q' o 1 17 1 17 7w 17 � 41 4 4 Y 0 �=00 �DLJ� 41 Q 41 M aD a Q 8 O a LL 8 I ' z oa O 1 13 n D I I n D 13 nr 15 lU� I�Jr (1 15 } o W a o 36 V 5 U ¢ J Z ���0 ❑ 16 9 20 5 41 20 9 zgf9:H2 ..m w 26 20 21 20 a a N m 17 z Y 21 SEE GLAZING J SEE GLAZING SEE GLAZING a r,w 0, 21 DETAIL 2, 21 DETAIL 1, c}i v~i �0 SEE GLAZING DETAIL 2, 0 Ea of x DETAIL 1, SHEET 10 SHEET 10 SHEET 10 5o,ow 9^sn SHEET 10 w J F x 0:O2 JJ EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR z� cgs N o 21 21 �> ®�gm. 20 23 00 w a U 26 20 29 21 21 9 w a x m 22 20 5 22 20 5 i y 13 9 13 a m p 3B 6 i 17 - 16 U 15 I I 15 Ro dda P.E. No.4 P.E FlMda P.E No.49752 LJ 16 � � 16 ,0µeeoollia,�i 1 LJJ 16 8 ��QS�CEENS�p9G��' 8 Qo 18 1e _ No 4975 0 0 0 33 :S 4 4 STATE OF 17 18 3A 3A 18 3A �••'�(p R 1QPt�2,�• !CC&NENTTID SECION VERTICAL SECTION VERTICAL SECTION SILL SILL-COMPONENT ID SILL-COMPONENT ID " PRODUCT REVISED � omplying with tha Florida B.Ilding O d NOA-No. 20-0526.03 Exjt r ton Onte• 7/22/2025 Miam-0adg Produ" trot a Is 's 'z SEE GLAZING N m DETAIL 1, o SHEET 10 13 15 INTERIOR 12 16 15 13 11 INTERIOR 10 9 7 oLL 51 wd o' J(II71 �] w 2 Im W 8- 52 00 21 20 6 5 p F 20 6 0� $Z oO a j z O 17 16 16 17 } 20 O z w a d 21 d z� > om SEE GLAZING 4 �3�,�� 36 13 14 15 DETAIL 2, a r Z to Y 1 25 SHEET 10 zw >m EXTERIOR °° �Z EXTERIOR EXTERIOR J` _as ��n=oa Z70:x0 19 Lu OOV OZ JNQP HORIZONTAL HORIZONTAL HORIZONTAL w��X W.MM L) SECTION SECTION SECTION o >- to $$ N �oJ v OPERABLE LI IE MEETING RAIL FIXED LITE I a ®y m JAMBS-COMPONENT ID JAMBS-COMPONENT ID JAMBS-COMPONENT ID W o a a w WW to O o a0m F Robert J.Amoroso.P.E Florida P.E.No.49752 � e``•,��PPAEg�q�ay� No 49752 •:�O '`STATE OF 3B ���iS�ONA��Npp DETAIL T T 1 PRODUCT REVISED J6✓E ■ A�L 1 BuOd! Piying with the Florida iil1JJ 1 11��JI NOA-No. Cod 20-0526.03 MASTER FRAME CONSTRUCTION Expiration Datoo7/2 212 0 2 5 By (SASH FRAME SIMILAR) Miam J ada PraEucy6o trot 2 � K � PROPERLY SECURED 1X 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 52 PROPERLY SECURED 1X !2 w WOOD BUCK BY OTHERS 53 INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS w u, (SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) WOOD BUCK PROTECTION BY 1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. 2X WOOD m OTHERS (SEE NOTE 3, SHEET 1) EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. BY OTHERS o J O SHEATHING (SEE NOTE 2, SHT. 1) a p— CONCRETE BY OTHERS r 1 1/2" MIN. BY OTHERS p w'o (SEE NOTE 2• SHT. 1) s a EMBEDMENT " a ¢u 1 EXTERIOR FINISH #14 WS: 1 1/2" MIN. EMBEDMENT ` =W *; 1/4" MAX BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT h ''•"s `SHIM SPACE 7y. 1/4" MAX x EXTERIOR FINISH FSHIM SPACE BY OTHERS m W PERIMETER CAULK D� 0 , c BY OTHERS �o PERIMETER CAULK 3< o BY OTHERS _p DO o 0 Q � z J o d = TT Z Iuf q D =W � o Q D Um . ?C=7r ySQ Zpc m z Y 7 ad N> w CL o z 3 u U v~i�=w o WINDOW EXTERIOR INTERIOR EXTERIOR INTERIOR WINDOW a p _) O� .4E HEIGHT HEIGHT 0:o �w �a^ c >X eLL Y a ZU ,0a vL nL) o to Z ANCHOR—TO—SUBSTRATE w Q $ A U Q EDGE DISTANCES ARE y 0 6 m m TYPICAL AND D 6 MEASURED TO BOTH Q a 4 SIDES OF SUBSTRATE n uRobert J.Amontso,P.E. Florida P.E. �9752 11 3pMES PERIMETER CAULK 1/4" MAX BY OTHERS 1/4 MAX' _SHIM SPACE SHIM SPACE N PERIMETER CAULK EXTERIOR FINISH = '`' :' -T BY OTHERS #14 WS: 1 1/2" MIN. EMBEDMENT p* BY OTHERS �_ w #12 WS: 1 3/8" MIN. EMBEDMENT ; CONCRETE BY OTHERS e 1 1/2" MIN. ^y. •h4TAT§ •�k/ (SEE NOTE 2, SHT. 1) i Q o o e EMBEDMENT EXTERIOROTHEIRS ONAL�NG`�``, PROPERLY SECURED 1X WOOD BUCK BY OTHERS SHEATHING 2X WOOD (SEE NOTE 3, SHT. 1) BY OTHERS BY OTHERS 53 1 1/2" MIN. (SEE NOTE 2, SHT. 1) WOOD BUCK PROTECTION 1/4" ITW TAPCON EDGE DIST. #14 WS: 1" MIN. EDGE DIST. I PRODUCT REVISED BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X emiaaingliod9ew,th tha Florida SHEET 1) WOOD BUCK BY OTHERS #12 OR #14 WOOD SCREW 52 (SEE NOTE 2, SHT. 1) NBA-tio ez i 20A 025 INSTALLATION ANCHOR raea�oaea• 7/22/2025 VERTICAL SECTION Br 4�su CONCREM SUBSTRATE A VERTICAL SECTION miam aao Prod�o,rrol WOOD SUBSTRATE I Q ¢ LY #14 SHEET METAL N B SCREW/SELF—DRILLING SCREW 54 m 3/4" MIN. INSTALLATION ANCHOR Q EDGE DIST. METAL SUBSTRATE o�m (TYP.) BY OTHERS $ O EXTERIOR FINISH (SEE NOTE 2, SHE 1) w <a o LL BY OTHERS 3 THREADS MIN, w o a o ;�' EMBEDMENT BEYOND �w INTERIOR WALL 1/4" MAX. ;s rSHIM SPACE x PERIMETER CAULK o BY OTHERS 0� o Lit a m LL �C=l d INSTALLATION NOTES: Z z O 9O n n 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: Z �(JJ 1.1. WOOD FRAMING, } p g QANCHOR—TO—SUBSTRATE 1.2. STEEL STUD FRAMING, vJ EDGE DISTANCES ARE 1.3. ALUMINUM FRAMING,AND TYPICAL AND 1.4. CONCRETEAND/OR MASONRY. ? z y toai MEASURED TO BOTH vi x Q O W =B Y SIDES OF SUBSTRATE 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE a J�¢ 9 DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND w O o CONCRETEMIASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. V w=O N. z=)0=Xx WINDOW 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL w c7 U 40 J N HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEWASONRY SUBSTRATE.WHEN USED,1X w F X Q BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS a'o W ^e� EXTERIOR INTERIOR THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE o z~ 'e LL a qa ca pz SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE >F _ C E RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. o(D 2 =� 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1116' w J § 1 U R OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACKTO BE 1W'. wrl F (I 6 5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH m n ll� TO ACHIEVE A 1 112"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 117'MINIMUM EDGE DISTANCE AND 1" F ILJ` 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,P.E. 1/4" MAX. ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. Florida P.E.No.40752 o q SHIM SPACE N�jjjOj��aaa 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: ���0 SNMES"q aaaii 6.1. #12 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318"MINIMUM '� q9 �i PERIMETER CAULK QQ;.��GENgF OpG��� BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 7/6"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR ` SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. No 49752 ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. " 6.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 la"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. . STATE OF •:��1/� ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. �% ••' �P p•_ LLING EXTERIOR FINISH �''—EDGE DST. 3 THREADS MIN. T (S S)OR ANCHORING WITH SUFFICIENT LENGTH TO ACTO METAL UHIEVE 3 THREADS MRE USE#14 FLAT IN MUM BEYOND TRUCTU SD SHEET METAL OR SELF TRUCTURE CWAALL foNA1`% BY OTHERS EMBEDMENT BEYOND WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE mp.) INTERIOR WALL ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1" #14 SHEET METAL ME SCREW/SELF—DRILLING SCREW BYTAL OTHERSSTRATE TOLERANCE. INSTALLATION ANCHOR PRODUCT REVISED (SEE NOTE 2, SHT. 1) S. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. Bui�AinglCudq u,tna Florida NOA-No. 20.0626.03 VERTICAL SECTION 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH iralion Dare;07/2212025 METAL SUBSTRATE ASTM E2112. 6y: vuiv,�. . Miam ado Produ ACa vol Q Q � C � 2X WOOD 1/4" MAX m . FRAME BY OTHERS SHIM SPACE m m 1/4" MAX. SHIM SPACE 1 1/2" MIN. EMBEDMENT — CONCRETE v (SEE NOTE 2, SHT. 1) SHIM AS REQUIRED INTERIOR 1" MIN. EMBEDMENT — MASONRY o �m 0 #14 WS: 1 1/2" MIN. EMBEDMENT 53 1/4" ITW TAPCON INSTALLATION ANCHOR c~i H ro @ #12 WS: 1 3/8" MIN. EMBEDMENT a ~o ' o �7 p• 1 1/2°" MIN. EDGE DISTANCE — CONC. #12 OR #14 WOOD SCREW 5P oa L!� p 2" MIN. EDGE DISTANCE — MASONRY INSTALLATION ANCHOR Y � p__q—CONCRETE OR MASONRY #14 WS: 1" MIN. EDGE DIST. o� � Oo p. BY OTHERS 2w #12 WS: 7/8" MIN. EDGE DIST. Q p� V C (SEE NOTE 2, SHT. 1) 30 p p O0= N LL A. PROPERLY SECURED 1X < ?a m PROPERLY SECURED 1X ; ;.' ,•. WOOD BUCK BY OTHERS ¢ ...'t,•,,: _ _ ,pd p' (SEE NOTE 3, SHT. 1) ow WOOD BUCK BY OTHERS i;lt:'C•'a ."•`'' 3). { p z� SEE NOTE 2. SHT. 1 �d WOOD BUCK PROTECTION BY > o SHEATHING EXTERIOR % %':r '. OTHERS (SEE NOTE 3, SHEETJ? BY OTHERS ?C9 w ••m1;7— m EXTERIOR FINISH rJj=¢o<w 'm z Y EXTERIOR FINISHJ PERIMETER CAULK PERIMETER CAUL BY OTHERS Od a N BY OTHERS BY OTHERS BY OTHERSY H w o ZL)Q xz C VERTICAL SECTION u$92 o s v woonsuBSTRATE ANCHOR—TO—SUBSTRATE D VERTICAL SECTION w xm e° EDGE DISTANCES ARE CONCRETEIMASONRY o M Q TYPICAL AND SUBSTRATE N z c3 a z MEASURED TO BOTH m W 1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE 9Z eB4 ZyFc INTERIOR SHIM AS REQUIRE w V 6 n d w cr wo u„Ym #14 SHEET METAL to m 54 SCREW/SELF—DRILLING SCREW 3 a° INSTALLATION ANCHOR F o Robert J.Amoroso,P.E. Florida P.E.No.49752 Qg EDGE/DIST.IN.(TYP.) LOWER SASH JAMBS �� jptJIES q �i��� SHOWN.SIMILAR ae� �Q"..cEtisF•0,G o INSTALLATION FOR �o 3 THREADS MIN. UPPER FMD LITE JAMBS. _ No 4975 :o EMBEDMENT BEYOND INTERIOR WALL QP, METAL SUBSTRATE BY OTHERS STATE OF (SEE NOTE 2, SHT. 1) O �`S;•�ORI �,�� d EXTERIOR FINISH PRODUCT REVISED PERIMETER CAULK BY OTHERSa.co'; omp BUlai,g C lyo g with the Florida d BY OTHERS NOA-No. 20.0526.03 Expiration Date- 7/2212D25 VERTICAL SECTION g'a�— DIETAL SUBSTRATE miam ado Proau f-a. voi Q Q O N G MAIN WHITE RI GA MEE O SASH SS OOP FRAME ® POCKET COVER ® POCKET COVER POCKET INSERT WALL 0.070" WHITE RIGID PVC CVER WHITE RIGID PVC WHITE RIGID PVC ® WHITE RIGID PVC TYP. m w r TICK o• TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP,WALL THICKNESS 0.070" m �-0.315" t.e7e-{�t.o7e t.we toe Wew 2.730° n n . 1.400" ~ � mw� aW Y � GLAZING BEAD STOP GLAZING BEAD STOP MOST MULLION/FIXED SASH FRAME GLAZING BEAD STOP/SASH FMDLrMHEAD AND IAMBS FiItEDI=MEEIINGRAIL MEETING RAIL ® 9Q WHITE RIGID PVC 5 WHITE RIGID PVC 6 WHITE RIGID PVC WHITE RIGID PVC 7� TYP.WALL TICKNESS 0.055" o Q WHITE RIGID PVC TYP.WALL THICKNESS 0.070" TYP.WALL TICKNESS 0.070" TYP.WALL TICKNESS 0.060" TYP,WALL THICKNESS 0.066" z ? a z.aeo 40001, 0.329----� �+-- J- J 1.250 ij h•J 0.747 LE� Z 0 to N=2 F_ Z Y 0.747 z.ztt 1.530„ as NNw m (L~w 00 0 GLAZING LIFTRAIL HANDLE INTERLOCK COVER ® THII.T LATH w°U°x NU 4 e° O WHITE RIGID PVC WHITE RIGID PVC © SASH COVER �o a$ WHITE RIGID PVC STEEL-ZINC COATED > JeLL$ TYP.WALL THICKNESS 0.055" TYP.WALL THICKNESS 0.075" z 9 TYP.WALL TICKNESS 0.065" a LoLo r0.306" __ 0.914" o.zse O.fi97" U) ^ N t 0.953" 0.176" w a o w w 0.323" a Nva 1.722' tasz 0.345" 0.205' twn 1.121" on 0.377" . 0.709' Rabert J.Alitmoroso,P.E. Flod%s P.E 49752 0.377" 1,906' 2.260" ,�e• lpIAES�,I��ii 5.622" 0 ,:!b'-*��CENS �qr, . tie 0.669" ❑ Q: No 4975 SY O 0.803" 1.06T' REINFORCEMENT ® REINFORCEMENT O O 1 ivy STEEL STEEL 1.012" T❑ 0.709" 9'. STATE OF TYP.WALL TYP.WALL THICKNESS 0.06" THICKNESS 0.05" O.W. 0.437"(TYP) 0.434' ED " I-r-0.280"(TYP) l�l PRODUCT REVISED mplWng with lhn Florida -- --0.730" f+ �-0.935" NOA-o. d NDAa11o. 20-0526.03 E:IraUan Date• 7/22/2025 By: Mlam Dada ProdUc,"q trol Q Q a > Series 5405 XO Horizontal Slider/Bill of Material ¢ IX Item No. Description Part Numbers ]Supplier I Material or Note r m Frame Corn onents 1 I Master Frame N White 106017780 Ener i I Royal White PVC(2) m o n 2 1 Sash Stop Frame Cover Head IVWhite 107017736 Energi/Royal White PVC(2) q 3A Pocket Cover IV White 1073 17724 Ener il Royal White PVC(2) 1/2"GLASS BITE `b 38 IPacketCover PJMIW 177617739 EnerglI Royal White PVC 2 s d lPocketinsert IV White 107917737 EnergiIRo al White PVC 2) 1 Q 7/8"O.A.LAMINATED GLASS is O� n 5 lGlazing Bead Fixed Section IV White 110317726 Ener I1 Royal White PVC 2 CONSISTING OF:EXTERIOR 6 Glazing Bead Fixed Section IV White 10B017753 EnergllRoyal Whit.PVC 2 INTERIOR O 7 Ira ostMullionFixedSection IV White 106317735 Ene iIRo al White PVC 2 LAMINATED GLASS-(2)NOMINAL 1/8" a o ¢Q- 8 Sash Frame(Operating Sash IV White 128217750 Ene i I Royal White PVC 2 n o-C3 ° 9 Glazing Bead Stop(Operating sash/Vents NWhite106717745 Ene IIRo al White PVC 2 1 3 \ ANNEALED GLASS W/0.090" tee+ 10 Glazing Liftrail Handle(Operating sash/vent IVWhito 21068177d7 Ene llgo al White PVC 2 / \ KURARAYAMERICA INC.TROSIFOLIII 11 Interlock Cover(Operating sash IVent IV White 1180/7727 Ene IIRo al White PVC 2 INTERLAYER,7/16"AIRSPACE W/ he it 12 sash Cover(OperatingSash IVent N While 107817725 Ene i/Ro al White PVC 2) STAINLESS STEEL SPACER(TYPE Reinforcement 13 O Ia4n Sash/Reinforcement sT-226.144-0.052 H mdeMetals .os^cam.t SS-D),INTERIOR 1/8"TEMPERED 14 I ast Mullion bred Meetin Rail Reinforcement 5T-868-168-0.062 H rode Meta4s .g5"Galt'.1 \ GLASS Q m LL 15 #6x 518•TeklReinforcement Fastener 117595 GLF Corporation c Weatherstri in 15 ' C3 ?�J ° 16 .210 x.300 Fin Seal Pocket Cover 1107317724 W23303NW0000 UltmFab GLAZING DETAIL1 N 16 ,210x.300 Fin Seal PocketCover1107317724 W23303NW000O Ultra-Fab EXTERIOR c2d g 16 .210 x.300 Fin Seal Impost Mullion 1106317735 W23303NW000O Ultra-Fab OPERATING SASH JAMB SHOWN. 17 .187 x.300 Fin Seal Interlock Cover 1118017727 W23301NMOOO UltmFab 8 SAME AT HEAD AND SILL. a W .187 x.300 Fin Seal Interlock Cover o /Blocks/11110 1 77 27 V423301NW000O Ultra-Fab ?�—J U, 17 .187 z.300 Fin Seal Sash Frame 11282177501 Ener i W23301NW0000 Ultra-Fab Zx: 17 .187 x.300 Fin Seal Sash Frame 11282I77501 Exterior Top W23301NW0000 UltraFab o m z Y 18 210 x.220 Fin Seal Sash Frame 11202I77501 ExteriorBase W23223NW000O Ultra-Faba a N C7 19 1.270 x 220 Fin Seal Sash Frame I Single Leg Screen Frame IW112257W0000 UltraFab Ja�-j W� Glazing > W 2 1 ° 20 Wet Glaze(Operating Sash I Fixed Section 5525ika0ex Black Sika US =W 2 XQ �¢ 21 E3662.7mm 10.9.0 PVB Interla er lG Hurricane Laminate Impact Cardinal _ W U¢ 22 Glass Setting Blocks Fixed Base 2NB-0K-0.125-032-064 Frank Lowe / 4 W O F X r O e B M 23 Glass Setting Blocks Sash Base 2NB-0K-0.125-028-028 Frank Lowe / \ MOM M_I Q n Eu°'i 24 ENDUR IG with XL Edge SS S acer SS-D TYPE — Cardinal Sminless Steel �� o > 2 LL ' Screen Components not all camporents ID'ed In section views 5 INTERIOR N >LLO e Q 25 Sin le Leg From New White 106516NEM92 12he es Unlimted ®o��S 26 Double Le Fmme New Whirs M ISNEM92 She es Unlimited win v m= 27 Tension Springs 2584 Adept 20 / , 28 Fibergas Screen Cloth Charcoal/28"x GOO' 3002606 nuer 29 Semen Spline HI EIx XFIX-0165-BK Ira oriel Plastic USA U.1 8 x LL 30 Aluminum Comer Keys cK252X260 H rsaeMelais I / 1/2" GLASS BITE �' J. ° 31 Screen Clip Clear H-315g Product Design B a n Misc.Components,Hardware and Hardwam Fasteners(notall components ID'ed in section views EXTERIOR \ _ R38 Wee Hole Cover White H-0O8WHZ Product Design \ Robert J.Amoroso,RE Stainless Wet"' Bearing Rollers WR03-113 Product Desf n \ / Flodda P.E.No.49752 34 Black Glazing 08B Industrial Interlock Cover(Operating Sash) h);VC t section HHa6Vin21Cemont RHPro Products Sales L 7/8"O.A.LAMINATED GLASS �� INUES 4°4�v Liftrall End Caps White 00156L001 S.I.L.Plastic ��Q.� •E 24 CONSISTING OF:EXTERIOR �.='�� NS''•.9 stainless Steel Staples 318 x 1/2 Sash BF11 BOHO Smith Staple �Q�• 30PP1248PSO-9nGX1318X3FoamBlock W0511022 Lindenme LAMINATED GLASS-(2)NOMINAL o: No 497'HurricaneGradeS rin CS02s JamesS rin Wire 1/8"ANNEALED GLASS W/0.090" AccessoryParts Installation Translucent 02-MX0150010C2 Nova and silicones KURARAY AMERICA INC. ��� 41 Hurricane Tilt Latch 1057A-003-EW Vision Industries e 42 safe Seal Lock 3220Ss-003ZW vision industries TROSIFOL INTERLAYER,7/16" 9. STATE OF r 43 safe seal Keeper 6292A-003-EW Vision Industries AIRSPACE W/STAINLESS;STEEL 44 0848x0.050 Flat Water Shoulder/Sash l Hurricane Latch 137341 GLF Corporation �j F"•�OR1Q.•• �♦ 5 98114"Tait White Locks 1 GLF Cooa 2037E GLF rtion ra SPACER(TYPE SS-D),INTERIOR 4 x1' tee �s'ss`S�OPIAI-EN��` 1/8' TEMPERED GLASS 4polz1EtLt� 47 #6 It 1 1M"Tek White I Impost Mullion Rebar 156160 GLF Corporation 48 #8x31t2"PhilPanHDSMSSnItSpmyllrFipastMullion 120913 GLF Corporation 49 1110925 x 0.194 Washer/Impost Mullion 145030 GLF Ca eretion 50 9Sx318"Tek/Screen Clips White 116506 GLF Co oration GLAZING DETAIL 2 PRODUCT REVISED 51 CAM T e Swee Lock 3220SS-003.EW Truth Hardwam 52 Face Mounted Keeper — l7ruth Hardware Steel mptying with the Florida Installation Fasteners FDCED LITE HEAD SHOWN.SAME as C d sz 1012 OR#16 WOOD SCREW IllsN NOA-No. 20-052S.03a steel AT SILL AND JAMBS. Ezq tlen Date: 7/22/202 53 19"ADVANCED THREADFORM TAPCON I Na I ITW I steel 54 014 SHEET METAL OR SELF-DRILLING SCREW Na Na Steel ay: Ldf I , Miam Dade Produce6 ntrol (1)tbgrade Metals Spedhadon:AM1005 to 1N0,CS Type A and B,30 W to 50 ksi Y.Id Strength,G40Galvanired I2)ENERGI FENESTRATION SOLUTIONS USA,INC,PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE INCA).