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HomeMy WebLinkAboutNOA, Windows i M1AM1•DADE 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 DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wtvw.miamidade.gov/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,a's well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. ty�ar�l•oraoE cvuMrr NOA No.20-0526A11 3 Expiration Date: July 22,2025 Approval Date: July 02,2020 T6/215/20 Page!l i I . 1 I it Regency Plus,Inc. I� .I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturers 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.I2) 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 51h 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 i 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 j USA,Inc., for their White Rigid PVC Exterior Ex usions for Windo d II Doors, approved on 08/10/17, expiring on 02/28/18. Manuel Perez,P.E". ProductControl- Exa ;i NOA No.20=0 6.0f Expiration Date: July 22,10 E-1 PP Y 25 Approval Date: Jul 02,2020 � i I Regency Plus,Inc: i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I 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. 18-0911.04) th 3. Statement letter of conformance complyingwith FBC 6 Edition 017 dated t� )� January 8, 2018, prepared by PTC Product Design Group,LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under NOA No. 18-012Z12) 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. i i lI Manuel Perez,P.E. Product Control Ex�x:6�. NOA No.20- 2 Expiration Date: July 22; Approval Date: July 02,2020 E-2 �I I it 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 511 Edition (2014), dated 03/31/15, with revision dated 09/01/15, and updated to the FBC 61'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) 'Mande-Perez,P.E. Product Control Ex ` in r„. NOA No.20- 26.0 Expiration Date: July 22; 25 Approval Date: July 02,2020 E-3 `I Reizency Plus,Inc. I I 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 I' Doors, approved on 03/08/18, expiring on 02/28/23. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 6th 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, Product Control Ex finer;';- NOA No.20- 26.0 i Expiration Date: July 22; 25 Approval Date: July 02,2020 E-4 REGENCY PLATS, I1�TC. N m SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT �w O! � go mm w w INSTALLATION ANCHORAGE DETAILS a o.o <" S a�Ell NOTES: 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 � 2. ZX 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 CONCRETE/MASONRY OPENING IS - -'-' THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. J 3. 1X BUCK OVER CONCRETEIMASONRY 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 3: m m o DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITf OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR 0 a o LL MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. z 'q o 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 04/27I20 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY HAROLD cq m g RUPP,FLORIDA P.E.VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO.19-0312. o g } 5. MATERIAL: N J 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA V 2 ao S 5.2. REINFORCEMENT: Z= Z In r 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 to 0.a¢N 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 J 6.2.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA d C7 w o 6. GLAZING: Q X F- Lu 6.1. GLAZING DETAIL AS TESTED: O CJ 4O Z 3 6.1.1. OVERALL:718"NOMINAL INSULATING LAMINATED GLASS. W J F X PN 6.1.2. GLASS THICKNESS:(1)LITE OF 118"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. o } 6.1.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BYA 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. N z " z 6.1.4. SPACER TYPE/SIZE:7116"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). } m�= a 5 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 ®m 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 L m MATERIALS SHALL BE EOPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. w n e ri 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. w R,� 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. rn m o� 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF III 6"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACKTO BE 1/4". Robert J.Amoroso,P.E. 9. FOR ANCHORING INTO CONCRETEIMASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112-MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"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 RAVE+/-1"TOLERANCE. ao,,se�,p ES q���ioo 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: ��FP�•"�C E!Y`S �p o00 10.1. #12 FLAT HEAD WOOD SCREWS(INS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318"MINIMUM EMBEDMENT INTO SUBSTRATE TABLE OF CONTENTS �Q;•�, WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS No 49752 '.PO SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+A 1"TOLERANCE. SHEET DESCRIPTION 10.2. #14 FLAT 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 SPACING OF 2"ON CENTER LOCATE ANCHORS AS NOTES SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+A V TOLERANCE. Z ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS) STATE OF 11. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS(SMS)WITH SUFFICIENT 3 ELEVATION AND ANCHOR LAYOUT(SMSI TAPPING/SELF-DRILLING SCREWS) <<'�<p R LLENGTH O MINIMUM TANCHOACHIEVE TWINCHOR SPACING OF BEYOND 3 THREADS MINIMUM ON CENTER.LOCATE ANCHORS AUCTURE INTERIOR WALLS OTH WN M ELEVATIONS AND NIMUM EDGE DISTANCE STALLATION 4 VERTICAL SECTIONS-COMPONENT ID ,o�sSla�� AQ a DETAILS.ANCHOR LOCATIONS HAVE+/-V 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 p i with the Florida MINIMUM STRENGTH SPECIFIED BELOW: HORIZONTAL SECTIONS-WOOD,CONCRETE/MASONRY&METAL SUBSTRATE ll iidtaa erd 13.1. WOOD-MINIMUM SPECIFIC GRAVITY S (NON-HVHZ)AND 0.55(HVHZ) B Now-No. 20.0526.03 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH NGTGT ANCHORAGEH OF 2500 PSI F-aRiraJion oats• 7/2212025 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 9 'COMPONENTS ey: I'GCf4 13A. METAL SUBSTRATE:STEEL 18GA(0.0428'�Fy=33KSI I Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. 10 BILL OF MATERIALS&GLAZING DETAILS Miam ado proauc erci 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. F M E SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW FRAME HEIGHT 74r INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING0"SASH HEIGHT 32" 33" SCREWS OR CONCRETE/MASONRY SUBSTRATEL.O.WIDTH .WIDTH )56'�"D.L.O. B 57 'D.L.O. (CONCRETE SCREWS) W W HEIGHT 4 4 HEIGHT a ��W ¢O O o � �w a: Y � � J m O Meeting Rail oCie a a y e X p ® 5 =o �i(L o DETAIL 1 4"O.C.TYP. 0z m z¢ (SEE SHEET5) 4"O.C.TYP. 3 11 j'O.C.TYP. Z=m / t�:FO m m y 6"O.C.TYP. > g -jaa°gm�z IL rD 00 � A B / ZjMXXqO 4Lu 4 4 3"TYP. Wocdo °gem 35 "SASH �� �� won yQ WIDTH N zz -_ 14a'O.C. SERIES 5405 VINYL XO-OX TyP• HORIZONTAL SLIDING WINDOW X O 1 Um WW nomw WEEP HOLES: EXTERIORVIEw s a L ` m c INT 1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL 2. 0.180"DIAMETER LOCATED V AND 1.5"FROM EACH END OF THE BOTTOM RAIL 00 K104d RE No.4975E Fbdtla RE No.49752 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK `e`pa�Enp,°��., 4 TRACK BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL �``�QS•.•r••EIYg�.09�ii� 5. TRACK WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 6 SERIES 5405 VINYL XO-OX HORIZONTAL No 4s�sz o THE EXTERIOR SILL FACE sr 6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW o 7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW"ANCHORA B STATE to WOOD AND CONCRETE/MASONRY SUBSTRATES iF•..,OR1 .••C�e` DESIGN PRESSURE RATING PSF IMPACT RATING INSTALLATION NOTES: ��4iS�OfVe E�,Oe ( ) 1. HEAD AND SILL ANCHORAGE THE SAME. 2. JAMB ANCHORAGE SAME. ON ANCHOR LOCATION 3. +/-1"TOLERANCE . LARGE MISSILE PRODUCT REVISED +55.0/-55.0 IMPACT 3.1. TAPCON MINIMUM SPACING IS 4"OC. "ead�dngCoaga,RhOnFlotfda 3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 4"OC. NOA-No, tlo 20-0526.03 E:piratlon Dat" 7122/2025 gy; Q N9am ado Produ 1 "M SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW GHT 74"CWIDTH DTHFRAME INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR60"SASH m HEIGHT 32" 33" SELF-DRILLING SCREW) e m D.L.O.WIDTH D.L.O.WIDTH 56 T"D.L.O. A B B 57 1"D.L.O. g a c � HEIGHT 4 4 4 HEIGHT w - F-o co Oa0 / Y = Meeting Rail J X 3 0 u) 0 C D 4"O.C.TYP. 0 a ti a 5 5 5 DETAIL 1 4"O.C.TYP. Zv A g a (SEE SHEET 5) 2"O.C.TYP. 6"O.C.TYP. .0 i 0: 2"O.C.TYP. o N 3 _ / 11 1"O.C.TYP. 4"O.C.TYP. } 2 11��.O.C. ¢z�rn� `2m 6"O.C.TYP. A TYp, ¢� r Z � r6 7 �I -�•-Zo rm r- Y QQ _j �2 A B TT a wo0 ff 4 4 4 3"TYP.J z�¢oz s 35'q'SASH o c�o¢ °e E„ W J,_X0 -rLLN WIDTH rr oo m}Z N ZZ �8 az° SERIES 5405 VINYL XO-OX. �° g a 19mo HORIZONTAL SLIDING WINDOW � X ® �� �N m� EEP HOLES: EXTERIOR VIEW 14TM O.C. E W w o fz 6 y -LL 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL 8 e - T 0.180"DIAMETER LOCATED V AND 1.5"FROM EACH END OF THE BOTTOM RAIL 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK Robert J.Amoroso,P.E. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR_SILL Flodda P.E.No.49762 TRACK A `����,` SjkMES 4"1It� 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF ' SERIES 5405 VINYL XO-OX HORIZONTAL �`�Q.-"%GENSF�9-,,. THE EXTERIOR SILL FACE ? No 49752 SLIDING WINDOW 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE = �I( Z:¢ STEEL SUBSTRATES STATE INSTALLATION NOTES: i OR���'t��?��� DESIGN PRESSURE RATING(PSF) IMPACT RATING 1. HEAD AND SILL ANCHORAGE THE SAME. r�4.s/ilNAi 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. ;:,o PRODUCT REVISED ply ng with the Florida unaing Cod" NOA-No. 20-0526.03 E:imtion D"t"�•n712212025 6r tLtciu€'i Miam ado Pd. t a VERTICAL SECTION VERTICAL SECTION B VERTICAL SECTION HEAD-COMPONENT ID HEAD-COMPONENT ID HEAD-COMPONENT ID W a 10 1! y #GLAZING 117 � 'W1741 4418 N8 0n Z ^ O 113 13 Zo1515 o5 3B Q yz16 41 205 9 H=Q ZN026 20 ' 21 20 a a 0 O21 J SEE GLAZING SEE GLAZING 0,0 w o z SEE GLAZING DETAIL 2, DETAIL 2, 21 DETAIL 1, _W W X°— DETAIL 1, SHEET 10 SHEET 10 SHEET 10 °10,0 w y N E SHEET 10 woJ�Xw ^er R'p�JJ EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR N =�a a-:- �9 1 21 21 Q> oss 23 26 20 23 21 21 20 9 5_ ^m a 22 20 5 22 20 5 ca 13 9 13 o n 3B 17 15 ('7 16 A 15 f'1 Robert J.ANo.4 52 IILJI} pbritla P.E.No.49752 1 U Irtil�' 16 16 � D �I � 16 ,�µoeoolp01q IIl11l �%A 3PMES q •4.. 8 �o q �o e tQA�.......... 0 E NSF Qo 18 ? No 4975 •O 18 0 33 O0 ' 4 4 STATE OF :�U/` 17 18 3A 3A 18 3A c�'•.�` P,:•2�� F` •�OR1�. ��� •••SS�ONA„���``, VERTICAL SECTION VERTICAL SECTION VERTICAL SECTION SILL-COMPONENT ID SILL-COMPONENT ID SILL-COMPONENT ID PRODUCT REVISED pleng with tho Florida Building Cade NOn-No. 20-0526.03 traelon Dat*- 71 2/2026 Miaa ado Produovf. drol 6 Q K 'o' SEE GLAZING o DETAIL 1 12 16 15 1 , o SHEET 10 13 15 INTERIOR ` 3 $ w INTERIOR 10 9 7 11 51 w �g oA � IL jw 2 0 3A _ 52 a —- - 17-1 q 21 PO O 6 p E 6 y 20 o Do 17 0U o°0 a p O16 16 17 20 O zw m..� d d 21 d z�3 0 38 SEE GLAZING 4 0.3 wo_ 1 13 14 15 DETAIL 2, z� ~ m rd Y 25 SHEET 10 zy=¢pz z w •9 m• � EXTERIOR EXTERIOR EXTERIOR a�Lu0° 02 HORIZONTAL HORIZONTAL HORIZONTAL u1to X2 ,s 00 oz � N W J�XD K O�J_ C SECTION SECTION SECTION zUc1= N 5;uj OPERABLE LITE MEETING RAIL FIXED LITE ®L s So JAMBS-COMPONENT ID JAMBS-COMPONENT ID JAMBS-COMPONENT ID w o e a w� oewm m� 1 o 9 Robert J.Am"'so,P.E. Florida P.E.No.48752 � E Ab1f88qtyt� ��tP•••GN' S�.•q� No 40752 3A � = AT_ STATE OF 3 B r tttti0/0NApe B PRODUCT REVISED DETAIL I Bu;,Eing Dodowith the Florida NOA-No. 20.0S26.03 MASTER FRAME CONSTRUCTION PSDiratlon Date• 7/2212025 (SASH FRAME SIMILAR) Mlam�Dade Prude cA-G i Q Q K K I PROPERLY SECURED IX 53 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 52 PROPERLY SECURED 1X WOOD BUCK BY OTHERS INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS a (SEE NOTE 3, SHT. 1) r(SEE NOTE 2, SHT. 1) 1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. ZX WOOD WOOD BUCK PROTECTION BY EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. �J OTHERS (SEE NOTE 3, SHEET 1) BY OTHERS o a CONCRETE BY OT (SEE NOTE 2, SHT. 1) HERS SHEATHING wa o m (SEE NOTE 2, SHT. 1) c 1 1/2" MIN. BY OTHERS 'p we a EMBEDMENT , + EXTERIOR FINISH #14 WS: 1 1/2" MIN. EMBEDMENT wo ao BY OTHERS ', w .t.<. 1/4" MAX. •. #12 WS: 1 3/8" MIN. EMBEDMENT `SHIM SPACE MAX. EXTERIOR FINISH BY OTHERS _ SHIM SPACE _ PERIMETER CAULK � D� ; BY OTHERS o d PERIMETER CAULK nn 3 Q tO II'�'II BY OTHERS Qp s 0 ?z J o ZT IJ I I 7z Q Q Z~s D Q J y=S O� lom 2 _jaoL nl> B nJ.(9_FrZ . w= 0 co of 0 WINDOW SLOB INTERIOR EXTERIOR INTERIOR WINDOW 0 p CI o mJ e E s. HEIGHT HEIGHT uj o �� g^er N Z0 �a�Z eg� $o � my U ANCHOR—TO—SUBSTRATE w—a ti w Ou�m EDGE DISTANCES ARE co O n TYPICAL AND f1 IJ MEASURED TO BOTH U a n (1 n SIDES OF SUBSTRATE n ` u LUI SrJI u RabeA J.Amoruw,P.E. Florida P.E.No.49762 \\IIIIIIII/1 PERIMETER CAULK Q EN••'���,��i BY OTHERS 1/4" MAX 1/4" MAX. �0;•�. _SHIM SPACE SHIM SPACE "TA PERIMETER CAULK EXTERIOR FINISH :' ^''i1✓ � BY OTHERS — #14 WS: 1 1/2" MIN. EMBEDMENTBY OTHERS n � 12 WS 1 3/8" MIN. EMBEDMENT .•<J/ CONCRETE BY OTHERS—.-,—,! 0 1 1/2" MIN. 4i �r ,c a o•+ o (SEE NOTE 2, SHT. 1) f c EMBEDMENT EXTERIOR FINISH i�aS-�-••• O, ����� PROPERLY SECURED 1X 5 o BY OTHERS HiltOEN.•` WOOD BUCK BY OTHERS SHEATHING 2X WOOD (SEE NOTE 3, SHT. 1) BY OTHERS BY OTHERS WOOD BUCK PROTECTION 1/4" ITW TAPCON 53 1 1/2" MIN. (SEE NOTE 2, SHT. 1) BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR EDGE DIST. #14 WS: 1" MIN. EDGE DIST. PRODUCT REVISED SHEEP i) #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X a. plyioag with tho Florida 6wldlag #12 OR #14 WOOD SCREW WOOD BUCK BY OTHERS NOA-No. 20.0526.03 VERTICAL SECTION INSTALLATION ANCHOR 52 (SEE NOTE 2, SHT. 1) a:Iran" 11 , 7122/2025 A CONCRISFE SUBSTRATE A N u y do Pmdu 1 t3 VERTICAL SECTION ^�°a WOOD SU13STRATE < < #14 SHEET METAL SCREW/SELF-DRILLING SCREW 54 m o 3/4" MIN. INSTALLATION ANCHOR EDGE DIST. METAL SUBSTRATE u MID-) F BY OTHERS (SEE NOTE 2, SHT. 1) EXTERIOR FINISH a w ON BY OTHERS a < B 3 THREADS MIN. t8 k EMBEDMENT BEYOND ;r INTERIOR WALL 1/4" MAX. -- -- — - :< - SHIM SPACE � c PERIMETER CAULK m� c BY OTHERS ❑ ocm o Z J o �I ( INSTALLATION NOTES: o n Q (I 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: Z t LLJJ 1.1. WOOD FRAMING, m g a Q ANCHOR-TO-SUBSTRATE 1.2. STEEL STUD FRAMING, EDGE DISTANCES ARE 1.3. ALUMINUM FRAMING,AND Lj ,nto xw-N TYPICAL AND 1.4. CONCRETEAND/OR MASONRY. _ H z m m MEASURED TO BOTH y=<o m m z Y SIDES OF SUBSTRATE 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE J a N u DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND y w a o CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. y Lu o U fA X= WINDOW 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL w c=i U Q Z j N e HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEMIASONRY SUBSTRATE.WHEN USED,1X w F:X< 2� BUCKS SHALL BE DESIGNEDAND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS w c g Y w 5^o EXTERIOR INTERIOR 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 OT �a RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. �n7 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 111G' w<OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACKTO BE 1!4•. W F w5. FOR ANCHORING INTO CONCRETEIMASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH m n TO ACHIEVE 1 1/2°MINIMUM EMBEDMENT INTO CONCRETE WITH 1 12"MINIMUM EDGE DISTANCE AND 1" a IUti 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 1 Amoruso,RE 1/4" MAX. ANCHOR LOCATIONS 14AVE+/-1^TOLERANCE. Flodda RE No.49752 q SHIM SPACE �J111111//,� Q 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: ���a��lAME$,q i!�i�, PERIMETER CAULK 6.1. #12 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318-MINIMUM S a4 BY OTHERS EMBEDMENTINTOSUBSTRATEWITH7/6'MINIMUMEDGEDISTANCEANDMINIMUMANCHORTO-ANCHOR ` F.Q:-��GENSFD�G�4. SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. No 49752 ANCHOR LOCATIONS HAVE+ti 1^TOLERANCE. 6p' 6.2. #14 FLAT HEAD WOOD SCREWS(V1/S)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12"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 .w� ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. EXTERIOR FINISH �" EDGE DIST. 3 THREADS MIN. 7• ISMS)WITH SUFFICIENT LENGTH TO ACHIEVE 3THREADS MINIMUM BEYOND TRUCTUREI ANCHRING INTO METAL STRUCTURE USE#14 FLATHEAD SHEET METAL OR SELF DINTERIOR WALL ......SCR � � BY OTHERS EMBEDMENT BEYOND illllll� (NP•) INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ,ll #14 SHEET METAL ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1" S METAL SUBSTRATE TOLERANCE. CREW/SELF-DRILLING SCREW BY OTHERS PRODUCT REVISED INSTALLATION ANCHOR 54 SEE NOTE 2, SHT. 1 B. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. pi i with We Florida ( ) Buiwi�LTod. �\ NOA-No. 20-0526.03 / A \ VERTICAL SECTION 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH o-au.n O,ep.;.0712212025 a-� METAL SUBSTRATE ASTM E2112. 6r.f.11 fl(P,G , _ Miam ado Produopc Vol a a � • ¢ 's 2X WOOD 1/4" MAX. FRAME BY OTHERS m a SEE NOTE 2, gl{T, 1 SHIM SPACE 1/4" MAX. SHIM SPACE 1 1/2" MIN. EMBEDMENT - CONCRETE o ( ) INTERIOR SHIM AS REQUIRED 1" MIN. EMBEDMENT - MASONRY #14 WS: 1 1/2" MIN. EMBEDMENT ~ m #12 WS 1 3/8" MIN. EMBEDMENT 53 1/4" TTW TAPCON INSTALLATION ANCHOR w & oFZ E ' 'o w o � a o Q• 1 1/2"" MIN. EDGE DISTANCE - CONC. w �w #12 OR #14 WOOD SCREW 5p o� Q y 2" MIN. EDGE DISTANCE - MASONRY INSTALLATION ANCHOR I Q yV�CONCRETE OR MASONRY — -----�-—__ #14 WS: 1" MIN. EDGE DIST. o� �o V C BY OTHERS 0 #12 WS: 7/8" MIN. EDGE DIST, p V - (SEE NOTE 2, SHT. 1) o= Q PROPERLY SECURED IX z u 5 m IJ0 WOOD BUCK BY OTHERS �z PROPERLY SECURED 1 X r.,:+,;', � '^ 4' (SEE NOTE 3, SHT. 1) 0 w WOOD BUCK BY OTHERS k ;;:';) .' •.>!-:;' .; O tT;r z� � (SEE NOTE 2, SHT. 1) �d d4 •�r+vor. .; WOOD BUCK PROTECTION BY < jF :�:: :';r. �::i OTHERS SEE NOTE 3, SHEET 1 SHEATHING EXTERIOR ( ) �j<u, m BY OTHERS z °^° w Y EXTERIOR FINISH M= NF z EXTERIOR FlNISHJ PERIMETER CAULK PERIMETER CAU BY OTHERS w $ H BY OTHERS BY OTHERS BY OTHERS a O w Om U o, _o X} C VERTICAL SECTION UJ r)o�z �9 „ wOODSUBSTRATE ANCHOR-TO-SUBSTRATE D VERTICAL SECTION W J F:xm t eg" EDGE DISTANCES ARE CONCREIFIMASONRY g y< TYPICAL AND SUBSTRATE N z 46 LL Jl z MEASURED TO BOTH SIDES OF SUBSTRATE u 1 g 1/4" MAX. SHIM SPACE INTERIOR SHIM AS REQUIRE w o 4 d w #14 SHEET METAL p u I�a NO 54 SCREW/SELF-DRILLING SCREW 3 0°r INSTALLATION ANCHOR F o Robert J.Amoroso,P.E Flodda P.E.No.49752 f7p 3/4" MIN. o`1uuuUjr�, L!— EDGE DIST. (TYP.) LOWER SASH JAMBS ���.� Sph1ES q 14,E SHOWN.SEMMAR a. �Q`���'r�,EIYS �.pG.�� INSTALLATION FOR 3 THREADS MIN. UPPER FIXED LITE JAMBS. No 4975 :no EMBEDMENT BEYOND INTERIOR WALL Q METAL SUBSTRATE BY OTHERS STATE OF .u/+ (SEE NOTE 2, SHT. 1) d EXTERIOR FINISH PRODUCT REVISED PERIMETER CAULK BY OTHERS . plrirg BY OTHERS wlth th.Florida e.0m� NOA-No. 20-0526.03 it ti n o t.• 712 212 0 2 5 VERTICAL SECTION'acv AfEI'AL SUBSTRATE Mum .do Produ" I STOP O HIV RIGID PVC O SASH COVER FRAME ® POCKET COVER ® POCKET COVER POCKET INSERT o m WHITE TYP.WALL TICKNESS 0.070" WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC ® WHITE RIGID PVC g �4.170• TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070° TYP.WALL THICKNESS 0.070" m 0.315" 2.730" t.o7e o.eao w c w 0 n 0.565" 1.400" 1 n R li n J wo ao -3.250'� 1.635" GLAZING BEAD STOP GLAZING BEAD STOP IMPOST MULLIONIFIXED SASH FRAME GLAZING BEAD STOP/SASH FDCED 1TIE HEAD AND JAMBS FO(En=MEETING RAIL. MEETING RAIL ® O9 WHITE RIGID PVC WHITE RIGID PVC 5 WHITE RIGID PVC 6 WHITE RIGID PVC 7 TYP.WALL TICKNESS 0.055" WHITE RIGID PVC TYP.WALL THICKNESS 0.070" e TYP.WALL TICKNESS 0.070" TYP.WALL TICKNESS 0.069' TYP,WALL THICKNESS 0.066" i a i a o ,K I 0.e91^ o -L 2.oeo 1.656 - 1.000" o.3zs• N J 0.747 ? ^~m at1= Y 0.7a7 2.211-I y=Q ZO Z 9 m Z 1.530" IL0.N 0_w a C0 w Z - - - mZ=Q. a GLAZING LIFTRAIL HANDLE INTERLOCK COVER HURRICANE o o v 0 „e 0 WHITE RIGID PVC I WHITE RIGID PVC © SASH COVER ® TILT LATCH rc o x m em TYP.WALL THICKNESS 0.055" TYP.WALL THICKNESS 0.075" WHITE RIGID PVC STEEL-ZINC COATED o TYP.WALL TICKNESS 0.065" N > �P�e LL 1 0.306" 0 1s3 J- 10.697" � 0.953' 0,914" � °tee 0.176" w 0.323^ 7� T �+-- -1.722" ui x 12 0.345" 0.205* i^ 0,377• a 0.709' Robert J.Amoroso,P.E.0.166" Florida P.E.No.40762 0.377" 1.906" 2.260" 5.622" �oo��tQ:•��G E N S .�gGJt 0.669" ❑ R: NO 4975 O REINFORCEMENT ® REINFORCEMENT o.e03" roar 0 r - STEEL STEEL 1.012" ❑ 0.709" 9 STATE OF L TYP. THICKNESS L0.06" THICKNESS L0.06' 0.544" 0.15T'-T , 1a ISO �eaD2aeeou��� 0.437"(TYP) r0.434" 0.730" i -4 [--0.260"(TYP) PRODUCT REVISED mp1g,g with tho FluNda f� 0.730" j• -0.935" NOA-ny CCoodd NOA.N". 20-0526.03 Ea Irat,on Cato• 7 221202 sy: LC! Miam oado Produofao wl r Series 5405 XO Horizontal Slider/Bill of Material CC it Item No. Description Part Numbers IS.pprer I Materialor Note e m Frame Cam onents 1 Master From N White 106017780 Enagl/Royal White PVC(2) mo 2 Sash Stop Frame Cover Head N White 1070/7736 Energi/Royal White PVC(2) 3A Pocket Cover IVWhite,107317724 Ener I/Ro 1 White PVC 2 1/2"GLASS BITE 36 Pocket Cover N White 1776/7739 Energi/Ro al While PVC 2 4 Pocket Insert IV White 107917737 Ene i/Ro al White PVC 2 '�0 7/8"O.A.LAMINATED GLASS 58 oto ' 5 GlazingBead Fixed Section IV White 110317728 Ener I/Royal White PVC 2 w 0 CONSISTING OF:EXTERIOR 6 Glazing Bead Fixed Section IVWhite1080l7753 Energl/Royal WhitePvc 2 INTERIOR o w wS 7 Impost Mullion Fixed Section IV White 106317736 EnerillIRo al White PVC 2 LAMINATED GLASS-(2)NOMINAL 1/8" a o=• 8 1 Sash Frame(Operating Sash IV White 1282/7750 lEnergll Royal I White PVC 2 a 9 2MIn BeadSto 0 emtin Sash 1Vents IV White1 067 1 714 5 Ener T/Ro I whl'aPVC 2 \ ANNEALED GLASS W/0.090" � �w 10 Glazin LiftrailHandW ratio sash/vent IV White 106817747 Ene IIRo al Whit; C z L \ KURARAYAMERICA INC.TROSIFOL 71 I Interlock Cover(Op emtin Sash!Vent IV White 1180 17727 lEnorgIlRoyal I White PVC z INTERLAYER,7/16"AIRSPACE W/ Y 12 1 Sash Cover(operating Sash/Vent NWhha107817725 lEnergIlRoyal I White PVC 2 I Reinforcement ❑ STAINLESS STEEL SPACER(TYPE 13 O ratio Sash/Reinforcenent ST-221444-0.052 HygmdeMetals .06"G21y.1 / SS-D),INTERIOR 1/8"TEMPERED 14 [nip I—Mullion MuOion(Fixed Meeting Rail)Reinforcement 5T-888-168-0.062 H rade Metals .05-GaW.1 GLASS o, �n o 15 06x518-TeklReiMoreemeM Fastener 117595 GLF Corporation I p a inLL Weathers td In 5 / o Z4 6 in o 16 .210 x.300 Fin Seal Pocket Cover 1107317724 W23303NW000O UftFab GLAZING DETAIL I U) 16 .210x.300 Fin Seal PocketCover1107 3 1 77 24 W23303NW000O Ultra-Fab EXTERIOR 16 210 x.300 Fin Seal Impost Mullion/1083/7735 W23303NM000 Ultra-Fab OPERATING SASH JAMB SHOWN. o v a 17 .187 x.300 Fin Seal interlock Cover 1118DI 7727 W23301NW0000 UltmFab Y a o 17 .187 x.300 Fin Seal interlock Cover(Top IBlacks/1180/7727 W23301NW0000 UltraF 8 SAME AT HEAD AND SILL. ab rn 17 .187 x.300 Fin Seal Sash Frame 11282/77501Ener i W2330INW0000 Ultra-Fab U 2 o�p JZ 17 .187 x.300 Fin Seal Sash Frame 11282177SO I Exterior Top W2330INW000D Ultra-Fab =_�Z co be 18 210 x 220 Fin Seal Sash Frame 11282 17750 1 Exterior Base W23223NW0000 UllraFab va a O� z 19 270 x.220 Fin Seal Sash Frame 1Single Le Screen Frame W112257W0000 Ultm•Feb J Q S Glazing IL CD w O-6 20 Wet Glaze(Operating Sash!Fixed Section) 652 SlkaOex Black Sika US Z X g �¢ 21 E3662.7mm/0.9.OPVBInterla rIG Hurricane Laminate lm aet Cardinal QQ 22 Glass Setting Blocks Fixed Base 2NB-0K-0.125,32-064 Frenk Lowe /i 4 tw7 p U d W "Q'8. 23 Glass Setting Blocks Sash Base 2NB-0K-0.125-028-028 Frenk Lowe \ f-X Q 24 ENDUR IG with XL Edge SS S SS-0TYPE — Cardinal Stainless Steel .� �� W.o ��LL Screen Components not all camponents ID'ed in section views 5 INTERIOR aU. 25 Sln te Fmme New White 06516NEW192 [Shapes Unlimited y�i0 ®� 26 Double Log Frame New Whka 06515NEW192 _—[shapes Unlimited uei Co 9 m 27 TensionSprings 2584 Ade t 20 / rn 28 Fiberglass Screen Cloth Charco1128"x 600' 3002605 PhHer w e o m 29 Semen Spline H I EXFLX-QISS-BK I erial Plastic USA w u W m 30 Aluminum Comer Keys CK252X260 H ride Metals / m 4a m LL 1/2" GLASS BITE O 31 Semen Clip Clear N-315D lProductDosign ' Misc.Components,Hardware and Hardware Fasteners(not all components,ID'ed in section views) EXTERIOR 32 Weep Hole Cover White H-008WHZ Product Design \ Roben J.Amoroso,P.E. 33 Stainless Steel Ball Bastin Rogers WR03•R3 Product Design \ / Flodda P.E.No.49752 34 BlackGlazlnq Tape 118 x 318 x 85' ixed Section VENNG-1208B Industrial Sales 35 Interlock Cover(Operating Sash/Vent HH-06Vin Cement RHProducts -- 7/8"O.A.LAMINATED GLASS ♦♦♦♦���INMES 4�'�4 36 Liftrall End Caps White 00156L001 s.1,L Plaste ♦ �i 37 Stainless Steel Staples 318x112Sash BEABOMO Smith Staple 24 CONSISTING OF:EXTERIOR ♦♦���iQ::��GEfvgF�9G 38 3OPP72-18P50S/16Xi318X3 Foam Black WGSII022 Undenme LAMINATED GLASS-(2)NOMINAL ��:• No 497 39 Hurricane GradeSpring CS025 James Spring vim 090" / 40 Acceaso Pant Installation Translucent 02-MJ(0150070C2 Novagard Silicones 1/8"ANNEALED GLASS W/0. 41 HunicaneTlltLatch 1057A-003.EW Vision Industries KURARAY AMERICA INC. 42 Safe Seal Lock 3220SS-003-EW Vision Industries TROSIFOL INTERLAYER,7/16" 9 STATE OF 43 safe seal Keeper 8292A-003•EW WslonIndusMes AIRSPACE W/STAINLESS STEEL �.o--.� P:'2 db 0 84 8 x OA50 Flat Water Shoulder!Sash/Hurricane Latch 137341 GLF Corporation �i�oF••Cpfi1Q.:��♦♦ SPACER( PE SS-D ,INTERIOR 46 06x I"Tek White/Kee rs 116821 GLF Corporation (TYPE �i��IS/QN���a`�o♦ 1/8', ' ,TEMPERED GLASS oidf�llEltlta 47 0 6 x 1114"Tale Wh its lImpost Mullion Rehar 158180 GLF Corporation 48 0 8 x 3112"Phil Pan HD SMS SaltSpray I Impost Mullen 120913 GLF Corporation 49 00625x0.194 Vyasherl Impost Mullion145030 GLF Co omtlon 50 05x318"TekI Screen Clips while 116506 GLFCa oration GLAZING DETAIL 2 51 CAMType Swee Lock 3220SS-003-EW Truth Hardware - PRODUCT REVISED 52 Pace Mounted Keeper — Truth Hardware Steel mplyina with the Florida FDCED LITE HEAD SHOWN.SAME BBuildoiag Coodd Installation Fasteners AT SILL AND JAMBS. NOA-N... zo.o526.0 52 012 OR 014 WOOD SCREW nh nla Steel Ex trauon Dale 7/221202 53 114"ADVANCED THREADFORM TAPCON We ITW Steel Bp '54 1014 SHEET METAL OR SELF•DRILLING SCREW Na I Na Steel I11Rrip de MetalsspecMratlamAISI Was to1010,CS Type A and 0,30ksito30 kit YNidStrength,G40G21-1z.d MI.— Dada Produe,%,C+trol I21 ENERGI FENESMTIDN SOLUTIONS USA,INC.,PER CURRENT MIAW DADENOTICEOF ACCEPTANCE INCAI.