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HomeMy WebLinkAboutProduct Approval ST@R -TIGH ' ` 500 SW 12th Ave Deerfleld Beach, FL 33442 WIN D' ® Ph. 561-922-6747 Fax. 561-292-3562 Property Information Building Information Owner: VENECIA STERLING Wind Zone: 170 MPH. Address: 7303 HIBISCUS RD Exposure Category: C FORT PIERCE,FL 34951 Minimum Building Dimension: 46 ft. Mean Roof Height: 12 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number LZone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 51 61 7 35.9 -39.1 2 Int 51 61 7 35.9 -39.1 3 Int 17 60 7 37.8 -41.0 4 End 51 61 7 35.9 -46.8 5 Int 51 61 7 35.9 -39.1 6 End 51 48 7 36.5 -48.0 7 End 51 61 7 35.9 -46.8 File COPY . Prepared in accordance with:ASCE 7-16,Chapter 30. Wind Loads-Components and Cladding. 71h Edition(2020)Florida Building Code. Page 1 of 1 WINDOW& DOOR OPENING INFORMATION A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION .Corner Zone WINDOW ACCEPTANCE OPENING SHUTTERS NUMBER or Interior OR DOOR TYPE NUMBER (+)PSF (-)PSF (4)PSF (-}PSF TESTED DIMENSIONS MULLION REQ Y/N SIZE REQ Y/N/NA 1 Int Window 7/8"Lami 20-1103.09 55 55 35.9 -39.1 74 x 63 51x61 No No 2 Int Window 7/8"Lami 20-1103.09 55 55 35.9 -39.1 74 x 63 51x61 No No 3 Int Window 7/8"Lami 20-1103.06 55 55 37.8 41.0 60 x 60 17x60 No No 4 End Window 7/8"Lami 20-1103.09 55 55 35.9 -46.8 74 x 63 51x61 No No 5 Int Window 7/8"Lami 20-1103.09 55 55 35.9 -39.1 74 x 63 51x61 No No 6 End Window 7/8"Lami 20-1103.09 55 55 36.5 -48.0 74 x 63 51x48 No No 7 End Window 7/8"Lami 20-1103.09 55 55 35.9 -46.8 74 x 63 51x61 No No d 2.c6-� l REVIEWED Fop, CODE COMPLIANCE frima MIAMI•DADE STo LUCIE COUNTY MIAMI—DADE COUNTY 41f � PRODUCT CONTROL SECTION BOCC 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) �/Z invw.miamidade.gov/building Regency Plus,Inc. 2000 Locust Gap Highway Mount Carmel,PA 17851 File Copy COPE: 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. ESCRIPTION: Series 115405"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 L dated 10/20/20,prepared by PTC Product Design Group,LLC, signed and sealed by Robert J.Amoruso,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. ISSILE IMPACT TING: Large and Small Missile Impact Resistant LABELING: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 NOA No.20-0526.03 and consists of this page 1, evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. MIAM=DECOUNT7 NOA No.20-1103.09 • Expiration Date: July 22,2025 01/21/2021 Approval Date: January 21,2021 Page 1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 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) along with marked-up drawings and installation diagram of series 5405 horizontal sliding vinyl window,prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-22724-1, dated 04/27/20, signed and sealed by Joseph A. Reed, P.E. (Submitted under NOA No. 20-0526.03) 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, and updated to the FBC 61 Edition (2017) with revision 1 dated 04/29/20,prepared by PTC Product Design Group,LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under NOA No. 20-0526.03) 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. 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. Sifang Zhao,P.E. a�loq d Product Control Examiner ZoZBZ is NOA No.20-1103.09 Expiration Date: July 22,2025 Q��00,1& �� E-1 Approval Date: January 21,2021 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 18-0911.04, 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. 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 L dated 10/20/20,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 7`h Edition (2020), and of no financial interest, dated 10/20/2020,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. G. OTHERS 1. Notice of Acceptance No.20-0526.03, issued to Regency Plus, Inc. for their Series "5405" White PVC Horizontal Sliding Window—L.M.I., approved on 07/02/20 and expiring on 07/22/25. Sifang Zhao,P.E. Product Control Examiner NOA No.20-1103.09 Expiration Date: July 22,2025 Approval Date: January 21,2021 E-2 REGENCY PLUS INC. c m SERIES 5405 VINYL XO—OX HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT N J �J = =m k �o �m s w FF N 'd a OF n INSTALLATION ANCHORAGE DETAILS ° w �� w IL 0 0 d w NOTES: a a P o IL w mo 5: n w 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 71h EDITION 2020 FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). w J y 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND 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 "� 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 �' o MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. O �z O z a 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTLA 10-22724-1,DATED 04/27/20 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 $ o 5. MATERIAL: Q 7 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA �n 5.2. REINFORCEMENT: Z(7 w ..(13 m J 52.1. GALVANIZED STEEL TUBE(0.730"X 0.434"X 0.06"THICK.Fy=30.50 ksi 8 Fu=37.568.7 ksi)-SASH PERIMETER = z >m 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 J Q(L�N 5.2.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC,PER CURRENT MIAMI-DADE NOA. a _j R w S YF�=p 6. GLAZING: Z 6.1. GLAZING DETAIL AS TESTED: � U d j N E N 6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. w J r x 8 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. ¢$ } geg'" 6.1.3. LAMINATED LITE:(2)LITES OF 118"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA.INC. 6.1.4. SPACER TYPE/SIZE:7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). j gg M 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. Iu b 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 2 MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. N 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. cc U c a w 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. N og 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLAT HEAD TAPCONS CS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT Roberta.Amoroso,P.E. INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+/_V TOLERANCE. Fl,r% F.E.'#It,,52 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: pp.Z jpMES H��i�� 10.1. #12 FLAT HEAD WOOD SCREWS S WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3!8"MINIMUM EMBEDMENT INTO SUBSTRATE '%--'�kCENg&�q�y,� (^/) TABLE OF CONTENTS o: ul WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS C: No 49 52 :OG SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-V TOLERANCE. SHEET DESCRIPTION 4? 10.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"MINIMUM EMBEDMENT INTO SUBSTRATE Z' ;¢ WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF TON CENTER.LOCATE ANCHORS AS 1 NOTES %9: STATE$ (u SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. 2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS) �O��o''c�O R 1�✓'p��.� 11. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS ISMS)WITH SUFFICIENT 3 ELEVATION AND ANCHOR LAYOUT(SMS/TAPPING/SELF-DRILLING SCREWS) LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 4 VERTICAL SECTIONS-COMPONENT ID 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 CONCRETEIMASONRY SUBSTRATE ANCHORAGE 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 7 VERTICAL SECTIONS-METAL SUBSTRATE ANCHORAGE&INSTALLATION NOTES INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. HORIZONTAL SECTIONS-WOOD,CONCRETE/MASONRY&METAL SUBSTRATE PRODUCyITng REVISED 13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) 6 ANCHORAGE 9W�E1nU lied won the c1o.1a. 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI x0/►n,. 20-1103.09 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 1 9 COMPONENTS E„pimuo oat,0712212025 13.4. METAL SUBSTRATE:STEEL 18GA(0.0428'),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-TS 0.048"THICK MINIMUM. 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 10 BILL OF MATERIALS&GLAZING DETAILS rBlOamw,a,v n,c�T 63"MAX. FRAME SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW 74"MAX.FRAME N g E OH SASH WIDTH INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING W HEIGHT 32" 33" SCREWS) OR CONCRETE/MASONRY SUBSTRATE =m a D.L.O.WIDTH D.L.O.WIDTH o^ a LL 3„ (CONCRETE SCREWS) Was O 56 D.L.O. A B B 571"D.L.O. w e w N HEIGHT 4 4 4 HEIGHT a` ❑_ o ar mz a� J Meeting Rail o a w C X D O E zo o ff 5 5 5 DETAIL 1 4"O.C.TYP. (SEE SHEET 5) o< o 4"O.C.TYP. a 3 �0 �� 11 1"O.C.TYP. a:m <� _� Z� O mm ~ J 6"O.C.TYP.�{ A Og z z 6 �aa N $ Je— 4"" w DO n a A B == 4 4 4 3"TYP. 5ot' da 5�8� 3 WI11DTH SASH /� // �0 Z< LL�e 144"O.C. w >Z SERIES 5405 VINYL XO-OX TYP. �0 1 HORIZONTAL SLIDING WINDOW 10 X WW o�dw WEEP HOLES: EXTERIOR VIEW $ D coo R C a��LL 1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL 2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL s $ 00 Robert J.Amoruso.P.E. 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK Flonos P.E.No.49752 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL Q•.••' ..... ➢4 TRACK A ;00�`'•�O e' �s' 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF s �Q; IJo ap s2 .oz THE EXTERIOR SILL FACE SERIES 5405 VINYL XO-OX HORIZONTAL 6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOWp "$TA7E,02yw 7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE WOOD AND CONCRETE/MASONRY SUBSTRATES INSTALLATION NOTES: 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. +55.0/-55.0 IMPACT 3.1. TAPCON MINIMUM SPACING IS 4"OC. PRODUCT REVISED 3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 4"OC. complying with lhn Flurlaa Building Coda Bow-Bo. 20-1103.09 Explmtlon onto 0 712212 02 5 mlam a o doe na 63"'MAX. a FRAME 74"MAX.FRAME SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW o HEIGHT WIDTH INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR a a 60"SASH U= m HEIGHT 32" 33" SELF-DRILLING SCREW) D.L.O.WIDTH D.L.O.WIDTH w °o <a o w� wo 56 4,D.L.O. A B B 57 z"D.L.O. Er a z < w HEIGHT 4 4 4 HEIGHT a a o K J Y n G Meeting Rail 0 a $ LL ❑� 0 Zo 5 X 5 0 5 4"O.C.TYP. za 0 DETAIL 1 4"O.C.TYP. (SEE SHEET 5) 2"O.C.TYP. 6"O.C.TYP. a N 2"O.C.TYP. z=n as vi 11 2"O.C.TYP. 4"O.C.TYP.11 Z"O C U a a 0 m w z J 6"O.C.TYP. 7 TYP. a w o 0 5 / Uy� =O rc lu 0 z 4 4 4 Lu 3"TYP. $g i< LL$ 3 „DTHH All �� �z Hz o� Imm SERIES 5405 VINYL XO-OX Nw �d ww o�gw HORIZONTAL SLIDING WINDOW X 0 W m WEEP HOLES: EXTERIOR VIEW 144"O.C. o o"LL TYP. E 1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL Robert J.Amoruso.P.E. 2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL Florida P.E.No.49752 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK `p��:jpMEs q�4y� 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL TRACK ;Q; tJo an7sz oa 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 7 THE EXTERIOR SILL FACE SERIES 5405 VINYL XO-OX HORIZONTAL -p; STATE O 5 6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW '+�cF .Lpq�.... 7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE o��� �;.' STEEL SUBSTRATES INSTALLATION NOTES: DESIGN PRESSURE RATING(PSF) IMPACT RATING 1. HEAD AND SILL ANCHORAGE THE SAME. 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 PRODUCT REVISED SPACING IS 2"OC. vnm xn Florida e.aiaine° xon-xo. 20-1103.09 Expimxan oaa 07/2212025 By l� xwm a a roaa a NW N N o _ a 0 VERTIC �LECTION B VERTICAL SECTION BVERTICAL SECTIONHEAD-CENT ID HEAD-COMPONENT ID HEAD-COMPONENT ID W o o =Sa o d 1—z w 3 Q N 1 17 1 o S;17 a~ a w � a 17 w w 0 41 4 �1 100 4 J Y Q 8 Q �Jo 8 o a $ o 1 1 z °n 1 13 n D 1 1 n D 13 15 U 1 1 u 19 o Z a 3B fin/ I I P ¢ 1 z ❑ 16 9 20 5 1 41 5 9 v=w Ja Q N I I � zo !y.M ,.26 20 21 1 1 21 20 7a sN c�21 SEE GLAZING SEE GLAZING SEE GLAZING 21 SEE GLAZING a, W=o DETAIL 2, DETAIL 2, DETAIL 1, to of X— DETAIL 1, SHEET 10 SHEET 10 SHEET 10 w L)v OF „E SHEET 10 Wordu, a" = EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR 21 21 v> IJm 23 23 21 21 20 20 9 N w 26 w 22 20 5 22 20 5 w u m to ❑ 13 9 13 4'.a m 3B Ipy 16 U 15 17 15 Robert J.Amoruso,P.E. n Florida P.E.No.49752 rAI 16 16 y I 16 MES 1 I I �Cllr1 18 O 18 33 0� "A °gTg7Et$�yu�i� 4 4 17 18 3A 3A 18 3A A VERTICAL SECTION B VERTICAL SECTION B VERTICAL SECTION SILL-COMPONENT ID SILL-COMPONENT ID SILL-COMPONENT ID PRODUyC�T REVISED a.cogl�N with tho Florida n NOA,N. 20-1103.09 Expiration oats 07122I2025 ey ✓� Mlam o P ue antro x a SEE GLAZING o W DETAIL 1, N SHEET 10 13 15 12 15 15 13 INTERIOR INTERIOR 10 9 7 N =m <w 51 v oo�O r w`✓ w � o_ 2 =r a 7w o 3A 52 �� 21 20 5 o 0 za 0 5 0 Z o D 17 16 16 17 20 ❑ z- a z a ° §w M L� ❑ ❑ G 21 d Z S 0 313 SEE GLAZING 4 3 wo 1 13 14 15 DETAIL 2, Z 25 SHEET 10 �xQ pz mm z EXTERIOR No w EXTERIOR EXTERIOR a Ka < s p w 0� U ri7a x0 HORIZONTAL 19 HORIZONTAL HORIZONTAL d z ;r as wog ZO 'J`9z SECTION SECTION SECTION N ;W ®� C OPERABLE LITE MEETING RAIL FIXED LITE J NZ JAMBS-COMPONENT ID JAMBS-COMPONENT ID JAMBS-COMPONENT ID w o a g w wM 1 y� a10 Robert J.Amoruso.P.E. Flonde P.E.No.49752 V B 4 1 DETAIL 1 PRODUCT REVISED rnmpT th Me Florid. MASTER FRAME CONSTRUCTION NO&-n9 Noa-r,o. 204109.05 (SASH FRAME SIMILAR) e�l.nnangota 07/2212026 roI PROPERLY SECURED 1X 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 52 PROPERLY SECURED 1X WOOD BUCK BY OTHERS 53 INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS o o g (SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) - 1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. WOOD BUCK PROTECTION BY EDGE DIST. 2X WOOD N #12 WS: 7/8" MIN. EDGE DIST. OTHERS SEE NOTE 3, SHEET 1 =m w = ,o BY OTHERS v SHEATHING (SEE NOTE 2, SHT. 1) c~i o 6 o W H o as F CONCRETE BY OTHERS v v 1 1/2" MIN. BY OTHERS (SEE NOTE 2, SHT. 1) v v v EMBEDMENT Y + EXTERIOR FINISH C #14 WS: 1 1/2" MIN. EMBEDMENT 1/4" MAX. BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT �❑ >< �9 -SHIM SPACE w w t 1/4" MAX. J Y EXTERIOR FlNISH _ BY OTHERS SHIM SPACE InnI �In�PERIMETER CAULK GI �C7 BY OTHERS PERIMETER CAULK o a BY OTHERS /Q p a N LL �o z iy O z �� p Q zW� a o� Pto Zm r S m ..m vi , = Z 53 >m 7 tLd p wz Nr aO,O:z 3 few 00 WINDOW EXTERIOR INTERIOR EXTERIOR INTERIOR WINDOW w p< O� �j g HEIGHT HEIGHT � Xw M e� 8 r a! a N ZU U�n�¢ nO U 8 co z uJ ti ANCHOR-TO-SUBSTRATE N S EDGE DISTANCES ARE W o m TYPICAL AND ^ m O 6 MEASURED TO BOTH �] a a n I� A SIDES OF SUBSTRATE n n A u rUf u Ll�l 4rJI Robert J.Amaruso,P.E. Find.P.E.No.49752 jaME3�hy� PERIMETER CAULK W 'I4Q:�CEH3 ° BY OTHERS 1/4" MAX. 1/4" MAX. `C�0 Na a0 52 G��i _[SHIM SPACE SHIM SPACE PERIMETER CAULK EXTERIOR FINISH :;:i BY OTHERS "Rpr 1 BY OTHERS #14 WS: 1 1/2" MIN. EMBEDMENT w. o 1 3/8" MIN. EMBEDMENT CONCRETE BY OTHERS (SEE NOTE 2, SHT. 1) EMBEDMENT EXTERIOR FINISH BY OTHERS PROPERLY SECURED 1X o : WOOD BUCK BY OTHERS SHEATHING 2X WOOD (SEE NOTE 3, SHT. 1) BY OTHERS BY OTHERS WOOD BUCK PROTECTION 1/4" EDGE DIST. #14 WS: 1" MIN. EDGE DIST.ITW TAPCON 53 1 1/2" MIN. (SEE NOTE 2, SHT. 1) INSTALLATION ANCHOR BY OTHERS (SEE NOTE 3, #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X PRODUCT REVISED SHEET 1) WOOD BUCK BY OTHERS mWrin withteoFlartdn #12 OR #14 WOOD SCREW am e A� VERTICAL SECTION INSTALLATION ANCHOR 52 (SEE NOTE 2, SHT. 1) Noarto 2D-11o7A9 CONCRETE SUBSTRATE !>tplratlon Daee 07122/2025 � VERTICAL SECTION By a� WOOD SUBSTRATE mb— a ac,ntia- #14 SHEET METAL o 0 SCREW/SELF—DRILUNG SCREW 54 3/4" MIN. INSTALLATION ANCHOR o EDGE DIST. METAL SUBSTRATE d (TYP.) BY OTHERS =m w x N (SEE NOTE 2, SHT. 1) K o x°O EXTERIOR FINISH O O N a O m BY OTHERS aZ w QV 3 THREADS MIN. ?' EMBEDMENT BEYOND w INTERIOR WALL 1/4" MAX. < rSHIM SPACE + J y PERIMETER CAULK J m BY OTHERS 3 8 c o 0 INSTALLATION NOTES: z Z z°a Or Q 1. APPROVED INSTALLATION SUBSTRATES INCLUDE HE FOLLOWING: z r 1.1. WOOD FRAMING, o g QANCHOR—TO—SUBSTRATE 12. STEEL STUD FRAMING, Q 7 EDGE DISTANCES ARE 1.3. ALUMINUM FRAMING,AND U ,� TYPICAL AND 1.4. CONCRETE AND/OR MASONRY. z m F Z m vi MEASURED TO BOTH =' Zao >m J SIDES OF SUBSTRATE 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEWASONRY OPENING TO BE a(L 'j w w z DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND a a J _x g CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, y(7 w 0 U)g x zn� xy WINDOW 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL w U U O U y E HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X w d 4 8 BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS o J w EEH'E EXTERIOR INTERIOR HE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE }~ LL L SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. N? 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BARING SHIM.SHIM WHERE SPACE OF 1/16" w J u' d U OR GRATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 14'. w w m b5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLAT HAD TAPCONS(CS)WITH SUFFICIENT LENGTH m g m TO ACHIEVE A 1 112"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1" 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.Amoruso,P.E. 1/4" MAX. ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. Florid.P.E.No.4e752 o SHIM SPACE 6.6.1.FOR ANCHORING FLATIH AINTO D WOOD SDCREWSINGS R 2X WITH SUFFICIENT LENGTH TOCK USE ONE OF THE OACHIIEVE A 1 3/8"MINIMUMGEHSEyO9G% PERIMETER CAULK (W ) BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR Q4t NO 49752 U.S SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. :.It;\ y*t ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. 6.2. #14 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2-MINIMUM �A: STATE n: EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR �,�•a P:2!:` SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. yc '•t ...;..•' ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. n� � 3/4" MIN. 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HAD SHEET METAL OR SELF DRILLING SCREWS EXTERIOR FINISH h; / 3 THREADS MIN. BY OTHERS EDGE DIST. EMBEDMENT BEYOND (SMS)WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL (TYP.) INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE # SHEET METAL ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1" SCREW SELF—DRILLING SCREW METAL SUBSTRATE TOLERANCE. /INSTALLATION ANCHOR 54 (SE OTHERS 2, SHT. 1) 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. PRODUCT REVISED VERTICAL SECTION 9• PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH PIv1 a y4a mno Plortao A MUFALSUBSTRATE ASTM E2112. ano.0oa 20-7 00 E„Pl.aDon Data 071221122/2025 Nlaml-Oaae Pruauct canlnl M it s 1/4" MAX. N �_ FRAME BY 0 HERS SHIM SPACE 1/4" MAX. SHIM SPACE 1 1 2" MIN. EMBEDMENT - CONCRETE m (SEE NOTE 2, SHT. 1) /INTERIOR SHIM AS REQUIRED 1" MIN. EMBEDMENT - MASONRY d �w #14 WS: 1 1/2" MIN. EMBEDMENT #12 WS: 1 3/8" MIN. EMBEDMENT 59 1/4" ITW TAPCON INSTALLATION ANCHOR w o N "g o" ~ `'° I-F a W w W o a ¢O o <� - wLL o 1 1/2"" MIN. EDGE DISTANCE - CONC. o ~ z a w o #12 OR #14 WOOD SCREW 52 --�J �a �J-� A 2" MIN. EDGE DISTANCE - MASONRY �w i. INSTALLATION ANCHOR J y CONCRETE OR MASONRY #14 WS: 1" MIN. EDGE DIST. 9 BY OTHERS �� #12 WS: 7/8" MIN. EDGE DIST. Q Q (SEE NOTE 2. SHT. 1) 3� o 4' .. oom a ..w Q. PROPERLY SECURED 1X z O = a m PROPERLY SECURED 1X WOOD BUCK BY OTHERS a m T•ya.. A. WOOD BUCK BY OTHER ::v "i,''.x ";::'; r. (SEE NOTE 3, SHT. 1) z r o :,: �: (SEE NOTE 2, SHT. 1) d o ��"' WOOD BUCK PROTECTION BY > SHEARING EXTERIOR OTHERS (SEE NOTE 3, SHEET 1) mm BY OTHERS z F r .,m � EXTERIOR FINISH =- Z >m ~ J EXTERIOR FINISH PERIMETER CAULK PERIMETER CAU BY OTHERS m a Qa O F z BY OTHERS BY OTHERSBY OTHERS n w o� S vw� =0 VERTICAL SECTION WUQ OW JN EN C WooU sLlssTRATE ANCHOR-TO-SUBSTRATE VERTICAL SECTION w r d U 2 EDGE DISTANCES ARE CONCRETE/MASONRY MOM J a g TYPICAL AND SUBSTRATE o z J LL 9 z MEASURED TO BOTH >W � — 1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE ow 1� .0 ?3m° d INTERIOR SHIM AS REQUIRED W o o g w #14 SHEET METAL N o 54 SCREW/SELF-DRILLING SCREW °3 rya INSTALLATION ANCHOR Robert J.Am°r .P.E. Florida P.E.No.49752 (� 3/4" MIN. ll - LOWER SASH JAMBS „t'NUESttit�� EDGE DIST. (TYP.) SHOWN.SIMILAR `04$jy cENSE�9Ga� INSTALLATION FOR �e°= No 49 52 ro 3 THREADS MIN. UPPER FIXED LITE JAMBS. °•S1i *_ EMBEDMENT BEYOND INTERIOR WALL META (SEEL SUBSTRATE NOTE 2, SHT.B;)OTHERS ����SSOma.... EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY OTHERS PRODUCT REVISED as W 0.11�1.9 „e wlm the Fl°naa �L1 3.09 VERTICAL SECTION nXplmtl 2o-•I/2120 METAL SUBSTRATE e.pl,ouon Deco 0 7122/2 0 2 5 ey ralemwaaa Pr°auct co�w� 72.E730" SASH STOP FRAME POCKET COVER POCKET INSERT � $� COVER ® POCKET COVER ® o .070" WHITE RIGID PVC WHITE RIGID PVC 4 WHITE RIGID PVCWHITE RIGID PVC TYp WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070"TYP.WALL THICKNESS 0.070" THICKNESS 0070"0.315"n g B n ,.o7s o.aw w 0. w W 0.555" 1.400" T t.e7e t.a7e F-0 Tt.t2J a LL 1.635" o_t a- d. w J y GLAZING BEAD STOP GLAZING BEAD STOP IMPOST MULLION/FIXED SASH FRAME GLAZING BEAD STOP/SASH FIXED LITE HEAD AN D JAMBS FIXED LITE MEETING RAIL MEETING RAIL ® 9� WHITE RIGID PVC WHITE RIGID PVC 5Q WHITE RIGID PVC © WHITE RIGID PVC WHITE RIGID PVC TYP.WALL TICKNESS 0.055" 3 0 TYP.WALL THICKNESS 0.070" TYP.WALL TICKNESS 0.070" TYP.WALL TICKNESS 0.060" TYP,WALL THICKNESS 0.066" 0 ? IS o �-0.891^ Z 1.000"2 1.656° 0.329^ Zta0.747 a0.747 dNzjJ F- z 1.530" IL a»a Ffn J w Z a Vr J rz a 5 w00 � U n;i ; =a- GLAZING LIFTRAIL HANDLE INTERLOCK COVER HURRICANE w C)0 0O �„E 10 WHITE RIGID PVC 1 1 WHITE RIGID PVC © SASH COVER ® TILT LATCH 56 rr d e� TYP.WALL THICKNESS 0.055" TYP.WALL THICKNESS 0.075" WHITE RIGID PVC STEEL-ZINC COATED S g z j�LL ro,3o6° TYP.WALL TICKNESS 0.065" N u g -+L 0 1�i 0.914" o.zee 0.697" N s 0.176" w 2 rZ d m 0.953' I a u :Ift01.323"1.722" W4 u 1'm 0.345" w m'0.205" a� 0.377" ❑ 0.709" Robert J.Amoruso.P.E. 0•166" Florida P.E.No.49752 0.377" p+tt'tn/h 1,906" 2,260" `,`p�St�PMES Alp 4 5.622" y I `00�: GE11sF•.9G�.. 0.669" J�_ Ct No 40 52 y�1. ❑ 0.803" 1.057" ❑ -•v t:�U"V O :w 13 REINFORCEMENT ® REINFORCEMENT vo; srAT = EI$ STEEL STEEL 1.012^ ❑ 0.7D9" °'�t o°.. TYP.WALL TYP.WALL '��SS/Op,A� THICKNESS 0.06" THICKNESS 0.05" 0.157" ��tmt41n11", 0.544" 0.437"(f YP) 0.434" 0.730" � �0280"(TYP) (��-1 -0.730" Ufa �T0.935" II PRODUCT REVISED as plyl 1 Ath tho Florida NOA-Na. 20.11O3mO9 Expiration Da to 0712212025 e ' J Nlam0a o ra ue9 6 Q Series 5405 XO Horizontal Slider/Bill of Material o: ¢ Item No. Description Part Numbers, Supplier Material or Not. o Frame Com.items 1 MasterFmme IV White 1060/7780 EnerIllIRo al Whit.PVC 2 0 2 Sash Stop Frame Cover Head N White 107017736 Energl/Royal While PVC(2) 3A Pocket Cover IV White 107317724 EnorillIRo al White PVC 2 1/2"GLASS BITE 313 Pocket Cover N White 1776/7739 E-rililRoyal White PVC 2 mLL o :U 4 Pock2L serI IV White 10791Z737 Ene I/R0 al White PVC 210 7/8"O.A.LAMINATED GLASS s 2 m 5 Glazln BeadFlxedSeetlon NWhIro110J17726 Ene I/Ro al WhitePVO z 0 CONSISTING OF:EXTERIOR 11 �� � �^ 6 GlazingBead Fixed Section IV White 1080 17753 Ener IIRo al White PVC 2 " R _ INTERIOR o W`v 3'" w o 7 Impost Mullion Fixed Section IV Whit.106317735 Ener IIRo al White PVC 2 LAMINATED GLASS-(2)NOMINAL 1/8" a ao o <� w 8 Sash Frame OpomOn Sash N White 1282177SO Eno i IRoyal White PVC 2 a L a 9 Giazin B.adSto O erelin Svsh lVvnis NWhito1067/T745 Eno IIRo al whit.PVC 2 \ ANNEALED GLASS W/0.090" H � W 10 Glazln LlftrallHandle(Operating Sash)/Vent NWhit.106817747 Eno I/Ro aI whZEIVc 2 \ KURARAY AMERICA INC.TROSIFOL 11 tt InterlockCover Operating Sash IVenl I IV White 1180 17727 Ener IIRo al Whit.PVC 2 IINTERLAYER,7/16"AIRSPACE W/ Y 12 Sash Cover(Operatlng Sash)/Vent I N White 107817725 Energi/Royal Whoa PVC 2 ❑ Reinforcement / STAINLESS STEEL SPACER(TYPE 17 10paratinct Sash/Reinforcement ST-226444.0.052 H mdeMetals .06"GaN.1 SS-D),INTERIOR 1/8"TEMPERED 14 Ira ost Mullion F&etl Meetln RalQ Reinf.reement ST4)88.168-0.062 H rode Metals .OS"GaN.1 GLASS, rn m 15 #6 x 518"Tek IRoinforcomont Fastener 117595 GLF Corporation G \ p LL woatherstri in 1 J a tl Q Q. 16 .210 x.300 Fin Seal Pocket Cover 1107317724 W23303NW0000 Ultra-Fab - GLAZING DETAIL 1 Z 16 .210 x.300 Fln Seal PockotCover 71073 17724 W23303NW0000 Ultra-Fab EXTERIOR N 3 w 16 .210 x-300 Fln Seal trn stMUllion/106317736 W23303NW0000 Ultra-Fab OPERATING SASH JAMB SHOWN. o 17 T x.300 Fin Seal Mterlock Cover I118017727 W2330INW0000 Ultra-Fah Y 17 .187 x.300 Fin Seal tnterlDck Cover o I Becks 11I 8 SAME AT HEAD AND SILL. a 18017727 W23301NW0000 Ultra-Fah � 17 .187 x.300 Fin Seal Sash Frame 1128214.5 Eno W2330INW0000 Ultra•Fab U 2 w¢Z 17 .187 x.300 Fin Seal as Frame 11282 1 7760 1 Exterior To W23301NW000O Ullm•Fab Z��~N 18 .2le x.220 Fln Seal Sash Frame 11282/7760/Exterior Base W23223NW000o Ultra-Fab IL-Fab C) £tD Z 19 .270 x.220 Fin Seal Sash Frame/Single Leg Screen Frame W112257W0000 Ultra-Fah -u¢ w Glazin T W O.6 20 Wet Glaze O emtin Sash I(Fixed Sectlon 652 Sikanex Black Sika US U rn _ 21 E3662,7mm 10.9.0 PVB Interia erlG Hurricane Laminate lm act Cardinal ><¢ W U a O Q E 22 Glass Settln Blocks Fixed Base 2NB-0K-0.125-032-064 Frank Lowe i (Do U d W $,� 23 Glass SetOn Blacks Sash Base 2NB-8K-0.125-028-028 Free Lowe \ 4 w�o x Q � 24 ENDUR IC.with XL Edge SS Spacer SS-D TYPE) — Cardinal Stainless Steel .t �E] 0 5' Screen Components(not all compobents ID'ad In section views I / INTERIOR c�.l Z LL � 25 Single L. Frame Now White 06516NEW192 Shapes Unlimited 5fir O as' 26 Double Le Frame New White 06616NEW192 Sha es Un1lmNed o a o—o 27 Tension Springs 2684 Ado t 20 / 28 Fibe lase Screen Cloth Charcoal/28"x 800' 3002808 Philer I w re 29 Screen S Ilno H/W EX•FLX-0165•SK Imperial Plastic USA w o W JO Aluminum Comer Keys CK252X260 Hygrad.Metals " 1/2" GLASS BITE w 31 Semen Clip Clear H3150 Product Design o Misc.Components,Hardware and Hardware Fasteners not all components ID'ed In section views EXTERIOR - 32 Wee Holo Cover White H•808WHZ Product Design \ Rouen J.Amolvs..P.E. 33 Stainless Steel Ball Bearin Rollers WR034iJ Product De sl n \ Florida P.E.No.49752 J4 Black Glazln Ta a 118 x 318 x 85'Fixed Section VEN-VG-12088 Industrial Sales 35 Interlock Cover O eratin Sash/Vent HH-06 Vinyl Cement RH Products �.``"pME3 rrr''•., 36 LIBroll End Caps White 00156-Cgg1 S.LL.Plastic -- 7/8"O.A.LAMINATED GLASS �•`Qt?,..E�/,!�4fNe 37 Stainless Steel Staples 318x12Sash BEA00110 Smith Staple 24 CONSISTING OF:EXTERIORSF•.9GLp%� 38 30PPI2.18P5g-9116 X1318 X 3 Foam Block W0511022 Llndenme r LAMINATED GLASS-(2)NOMINAL :Qr..' No 4�52642 i 39 HuMcane Grade S rin CS025 James S rin Wiro 40 Accesso PartsinstaliadonTranslucent 02-MX0150o1oC2 Nova ardSlllconvs1/8"ANNEALED GLASS W/0.090"41 HurricanaT)I'L. h1057A-003-EW Vision Industries KURARAY AMERICA INC. n9o; sTArE �� 42 SafeSea)Lock 3220SS-003-EW VlsionIndustrias TROSIFOL INTERLAYER,7/16" :'D, Og1Q°;p�?� 43 Safe Seal Keeper 8292A-0O3-EW V(sion Industries �4i`TS/ Er P` AIRSPACE W/STAINLESS STEEL 44 #8.18x0A60 Flat Wafer Shoulder/Sash I Hurricane Latch 137341 GLF Corporation 45 0 8 x I V4"Tek White/Locks _ ____120376 _________GLF Corporation____________,__,__ SPACER(TYPE SS-D),INTERIOR 46 #6 x 1"Tek White I Keepers 116821 GLF Corporation 1/8"TEMPERED GLASS 47 6x 1 4"Tek xJ W /mot Mulllon Rvbar 156180 GLF Corporation 48 #812"Ph"PanHDM Sat"Spray I impost Mullion 120913 GLF Corporation 49 #062E x 0.194 Washer/Impost Mullion 146010 GLF Corporation 50 #5 x 318"Tek ISemen Clips White 716S06 GLF Corporation 51 CAM T .Swee Lack 3220SS-003•EW Tmth Hardware GLAZING DETAIL 2 52 Face Mounrotl Kee or — Truth Hardware Steel Installation Fasteners FIXED LITE HEAD SHOWN.SAME PRODUCT REVISED mplWng with No Florin. 62 012 OR 4114 WOOD SCREW nla n/a Steel AT SILL AND JAMBS. °O,oln-o 4" 53 IM"ADVANCEDTHREADFORMTAPCON Na rTW Steel Nos,-HNo. 20.1103.09 64 1#14 SHEET METAL OR SELF-DRILLING SCREW nla Inta I Steel Expinilen pee.07/22/2025 (1)HWada McWs Sped0mil—A1513005 to EM0,CS Type A and 8,30 hl to SOW Yield Strength,G40Galvaniud �� 9 (1)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). MIS$ T