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HomeMy WebLinkAboutProduct ApprovalProduct Approval (2) -7 ST@r500 SW 12th Ave nwji-GHT Deerfield Beach, FL 334421 Ph. 56 -922-6747 WINDOWS Fax.b61-292-3562 Property Information Building Information Owner: KIM BOLIN Wind Zone: 170 MPH. Address: 2110 W BOOTHE DR Exposure Category: C FORT PIERCE,FL 34982 Minimum Building Dimension: 44 ft. Mean Roof Height: 12 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device ILPe ax Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) ssure(psf) 11 Pressure(psf) 1 Int 73 61 7 35.0 -38.2 ..-_..-._.. ......._._._. __................................. ---- _......._ ..— ----._._.............-- - -----.—.-- -- -- --...... - ---- 2 Int_ 26 49 7 37.8 -41.0 3 End 52 37 7 37.1 -49.2 .------..............................._.... -- ... -- ..................... -----.-......................_.. _...._._.._...--__..._-...----._._..-....-- _........-.-,.- — 4 End 73 49 7 35.6 -46.1 5 End 36 49 7 37.3 -49.6 6 _ Int 18 _ 61 7_ _ 37.8 -41.0 7 End 36 61 7 36.8 -48.5 ------._..------ — ----- -- -- . -.................._.....--...-- --........... _..- - — - --- 8 End 73 61 7 35.0 -45.1 9 Int 73 61 7 35.0 -38.2 1 t File Copy Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.61h Edition(2017)Florida Building Code. Page 1 of 1 �.' h - 4 . .A A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Corner 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 TESTED MULLION ( ) (-)PSF (+)PSF (-)PSF SIZE DIMENSIONS REQ Y/N REQ YIN/NA 1 Int Window 7/8"Lami 20-0526.03 55 55 35.0 -38.2 74 x 63 73x61 No No 2 Int Window 7/8"Lami 20-0512.01 55 55 37.8 -41.0 53 x 77 26x49 No No 3 End Window 7/8"Lami 20-0512.01 55 55 37.1 -49.2 53 x 77 52x37 No No 4 End Window 7/8"Lami 20-0526.03 55 55 35.6 -46.1 74 x 63 73x49 No No 5 End Window 7/8"Lami 20-0512.01 55 55 37.3 -49.6 53 x 77 36x49 No No 6 Int Window 7/8"Lami 20-0526.04 55 55 37.8 -41.0 52 x 75 18x61 No No 7 End Window 7/8"Lami 20-0512.01 55 55 36.8 -48.5 53 x 77 36x61 No No 8 End Window 7/8"Lami 20-0526.03 55 55 35.0 -45.1 74 x 63 73x61 No No 9 Int Window 7/8"Lami 20-0526.03 55 55 35.0 -38.2 74 x 63 73x61 No No e l ' q; y � MIAMI•DADE MIAMI—DADE COUNTY ® F9E. orp, P r11805 CT CONTROL SECTION 1� SW 26 Street,Room 208 AT RY AND ECONOMIC RESRER Miami Florida 33175-2474 DEPARTMENT Or REGUL O O ) , BOARD AND CODE ADMINISTRATION DIVISION REVIEWEDr —2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) MnE) 'amidade. ov/buildin Regency Plus,Inc. .� 2000 Locust Gap Highway ST. LUCIE COU Mount Carmel,PA 17851 15BOCC 1167 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. M�ar�aoa�acouNrx' NOA No.20-0526.03 — Expiration Date: July 22,2025 Approval Date: July 02,2020 T6/251/20 Page 1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1210.12) 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 5th 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 usions for Windo d Doors, approved on 08/10/17, expiring on 02/28/18. Manuel Perez,P.E: Product Control Exa 'ie NOA 1 20-0 6.0 Expiration Date: July 22,2025 Approval Date: July 02,2020 E-1 Regency 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 6tn 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. ManuelWrdP.E'.Product Control ExNOA No.20-Expiration Date: July 2 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 51n 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) Manuel Perez, P25"' Product Control Ex iNOA No.20- 26Expiration Date: July 22, 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 ENE RGI 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 6t'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 mer NOA No.20- 26.0 Expiration Date: July 22, 25 Approval Date: July 02,2020 E-4 REGENCY PLUS, INC. � m SERIES 5405 VINYL X®-®X HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT � �LL V �a w aw Lu € NOTES: INSTALLATION ANCHORAGE DETAILS >a �w 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 6th EDITION(2017)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Y � 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 CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. J 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE 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 0 Q m w MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. Z �6 n 0 z emu¢ 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-11D-22724-1,DATED 0427120 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 a c O QJ 5. MATERIAL: w 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA U= J 6.2. REINFORCEMENT. Z >:m x 5.2.1. GALVANIZED STEEL TUBE(0.730"X 0.434"X 0.06"THICK,Fy=3050 ksi 8 Fu=37,5{8.7 ksij-SASH PERIMETER N=Q O 2 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 4 a N vJ 9 5.2.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA a CO ul w O ul n_ {- O 6. GLAZING: Z j Q x z ^ 6.1. GLAZING DETAIL AS TESTED: (w7 OU U 9 6.1.1. OVERALL 7/8"NOMINAL INSULATING LAMINATED GLASS. w J F:x R aq 6.1.2. GLASS THICKNESS:(1)LITE OF 118"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. Mom} $ 6.1.3. LAMINATED LITE:(2)LITES OF 118"NOMINAL ANNEALED GLASS SEPARATED BYA 0.09D"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. N z $-66'1.4. SPACER TYPEISIZE:7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). > 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 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 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. L Une 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ rn on 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". a Robert J.Amonuo,P.E. 9. FOR ANCHORING INTO CONCRETEWASONRY USE 1/4"FLATHEAD TAPCONS(CS)NTH SUFFICIENT LENGTH TO ACHIEVE A 1 112-MINIMUM EMBEDMENT INTO CONCRETE WITH 1 12"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT Florida P.E.Na.4s752 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 O'�irerrrpp a�l.ae,�GENS'- OAP oe 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING:. , o0 10.1. #12 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE TABLE OF CONTENTS �, F••G WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS �:• •�' No 49752 SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+l-1"TOLERANCE. SHEET DESCRIPTION �O 102. #14 FIAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE 'n WITH 1"MINIMUM EDGE DISTANCEAND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS 1 NOTES SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-V TOLERANCE. 2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS) STATE OF :�<U o �• FOR ANCHORING INTO METAL STRUCTURE USE 414 FLAT HEAD SMS)WITH TION AND OR LAYOUT 11 MINIMUM OANCHOR-TO-ANCHORACHIEVE THREADS REMINIMUM NGOFEYON STRUCTUREANSHEET ANCHORS LWITH 3AS MINIMUM DGE DISTANCEAND (ONS AND NSTALLATIONIENT 4 VERTIACAL SECTIONSH COMPONENT IDS/fAPPING/SELF-DRILLING SCREWS) 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 pl in wiN Na Florida MINIMUM STRENGTH SPECIFIED BELOW: HORIZONTAL SECTIONS-WOOD,CONCRETE/MASONRY&METAL SUBSTRATE siid,.g�odo 13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.5S(HVHZ) 6 ANCHORAGE Non-No. 20-0526.03 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 250D PSI Fipiration Dat�oJ:.p7/22/202S 13.3. MASONRY-STRENGTH CONFORMANCE TOASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 9 COMPONENTS 13.4. METAL SUBSTRATE:STEEL 18GA(0.0428'1,Fy-33KSI I Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. 10 BILL OF MATERIALS&GLAZING DETAILS Miam-0ado Product 1 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. ¢ a � F MAX. ESERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW N H�HT 74"r D OR TAPPING m INSTALLATION INTO WOOD SUBSTRATE (WOO ' 60"SASH 4 w HEIGHT 32" 33" SCREWS) OR CONCRETE/MASONRY SUBSTRATE D.L.O.WIDTH .WIDTH (CONCRETE SCREWS) 0 56 t"D.L.O. A g 57 Z'D.L.O.HEIGHT 4 4 HEIGHT wLL �❑W t[ Y � J � O Meeting Rail o a C ® E ZU � z 5 5 5 DETAIL 1 4"O.C.TYP. �z c (SEE SHEET 5) 4':O.C.TYP. 11 i"O.C.TYP. Z= ¢� 6"O.C.TYP.—+{ A ui=¢z 6 o Da ni g a(9uj A B' B / Z K XU �¢ 4 4 4 3"TYP. �oc¢io¢ .eE 352.°SASH �o�>¢ WIDTH / N zz SERIES 5405 VINYL XO-OX n'P• HORIZONTAL SLIDING WINDOW X ® D w� aemw WEEP HOLES: EXTERIOR VIEW g 8 y :v LL C 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 Robert P.E.No.4975E. Florida P.E.No.49751 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK ``��a� e s'' 4 TRACK BY 0.25°HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL AA AA A A ,�� •;GEE„NS09 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF s SERIES 5405 VINYL XO-OX HORIZONTAL ��.No 49752 THE EXTERIOR SILL FACE SLIDING WINDOW eNi A1y' 6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK ) o I ¢ EXTERIOR VIEW-ANCHORAGE 7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE STATE OF .�u WOOD AND CONCRETE/MASONRY SUBSTRATES ,�%A' INSTALLATION NOTES: QNeALEN�.`�, 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 3.1. TAPCON MINIMUM SPACING IS 4"OC. mPI in withtho Florida IMPACT s°nd.%�oa`ie 3.2.' WOOD AND TAPPING SCREW MINIMUM SPACING IS 4"OC. NOA-NO. 20-0526.03 EyIlraOon Date• 7/2 212 0 2 5 By. i Mo..,add P—I..'"r of MAX. SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW GHT 74 WIDTH INSTALLATION INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR m 0"SASH HEIGHT 32" 33" SELF-DRILLING SCREW) " D.L.O.WIDTH D.L.O.WIDTH m 56 4"D.L.O. A g 57�'D.L.O. o LL HEIGHT 4 4 4 HEIGHT w W n^ O Wo wo a� Meeting Rail J C X D ® E rn o 0 4"O.C.TYP. o a y 0 5 5 5 DETAIL 1 4"O.C.TYP. Zo z a (SEE SHEET 5) 2"O.C.TYP. 6"O.C.TYP. 90 x 2"O.C.TYP. z� ti o 9 11 "O.C.TYP. 4"O.C.TYP. } o 11 2'O.c_ a U 6"O.C.TYP. ? TYP. cs ? I w=` Z:} J Q a N Q S J A wo00 4 4 4 3"TYP. ?0 to to a oz N� 352'SASH woo¢ WIDTH r=xo N N 0: � zz e gg o Z LL d z' SERIES 5405 VINYL XO-OX. N g° ®-sml HORIZONTAL SLIDING WINDOW x 0 EEP HOLES: EXTERIOR VIEW 14 y"O.C. ww E %w TYP. E w LL 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL 8 8�� y o n 0.180"DIAMETER LOCATED 1"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 Rob tl.Amomao•P.E V WIDE(3Y 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL Florida P.E.No.49752 01uluuee TRACK A `��%%1%S ► ES 4° 4i3O, 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 7 SERIES 5405 VINYL XO-OX HORIZONTAL 0�e'•��GENg QQG�. THE EXTERIOR SILL FACE SLIDING WINDOW No 497 :o 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK Z° 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE STEELSUBSTRATES a �I ;¢ STATE DESIGN PRESSURE RATING INSTALLATION NOTES: IMPACT RATING 1. HEAD AND SILL ANCHORAGE THE SAME. s',"I IN PSF ( ) 2. JAMB ANCHORAGE SAME. LARGE MISSILE 3. +/-1"TOLERANCE ON ANCHOR LOCATION. +55.0/-55,0 IMPACT 3.1. SMS,TAPPING OR SELF-DRILLING SCREWS MINIMUM SPACING IS 2"OC. PRODUCT REVISED 8ullding Cod prying with the Florida NOA-No. 20A526.03 EtRiralien 13ate;D7/22/2025 BY: Miam do P-decLCc,f,trol Q Q K K N or N h � VERTICAL SECTION VERTICAI. SECTI®N ® VERTICAL SECTION o o m HEAD-COMPONENT ID HEAD-COMPONENT ID HEAD COMPONENT ID W a o a z a� 17 17 0- wo a-7 1 1 =W o 17 � �pniI�I 0 41 4 00� 4 x o 41 � Q8 8 o a ro 0 II n n z �za 1 11 � 13 I J D 1 � I f D 13 �o �� � U U lJ a n 15 15 oZ a 3B U I I 5 U ¢ yZ 16 9 5 I 41 20 9 Z=o Qa vi zo I 'm Y 26 20 20 21 i 21 20 aN cIm21 SEE GLAZING SEE GLAZING SEE GLAZING D.0 w oz SEE GLAZING DETAIL 2, DETAIL 2, 21 DETAIL 1, Z 0)�z° N DETAIL 1, SHEET 10 SHEET 10 SHEET 10 Ulo,oW 9„E SHEET 10 o x J 6 EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR N > d $ $ 21 21 oW ®m 23 y� smz 26 20 23 21 21 20 9 � a o m w 5 22 2p 5 to �ax�LL 13 9 22 20 13 a n ❑ 36 17 n 16 Dt 15 Ili' 15 Robert J.Ammuso,P.E. U0 II5��II1II Florida01211 P.E.No.49752 1 ILJI irtilll i1 ^ 16 ^ ul� 1fi +�PM1ESr�'���ii 8 iuo q �0 8 •.J'. 0 18 No 4975 :O Q 18 0 33 4 FJD STATE OF 17 18 3A 3A 18 3A '' �C�`'~C `�srtinma+°+ NC&NENTTID SECION VERTICAL SECTION r VERTICAL SECTION SILL SILL-COMPONENT ID SILL-COMPONENT ID PRODUCT REVISED Bmidging with the Florida uilding dd NOA-No. 20-0526.03 Est�iratlon Datoo•`�7/2212025 sy: �yt1.tCKL7 I Niinm-DadeProduc"'"I Q rw�- SEE GLAZING DETAIL 1, SHEEP 10 ,3 ,5 INTERIORto ,2 16 15 13 11INTERIOR 10 9 7 12rO 51 w o o Il �o _ O� u� 0 �w c 2 O 52 z 6 2p 21 5 00 O p� 20 6 a 3 co z o O17 16 16 17 20 O Z U a:D o i� y o� 3B SEE GLAZING 4 J o 1 13 14 15 DETAIL 2, ?fi n F z 25 SHEET 10 ui=¢o z m m z Y EXTERIOR EXTERIOR EXTERIOR J Oa OM ",)Mmo U tnw XU HORIZONTAL 19 HORIZONTAL HORIZONTAL W 6�X10 ��s 0: sa SECTION SECTI®N SECTION zVLL = OPERABLE LITE MEETING RAIL FIXED LITE JAMBS-COMPONENT ID JAMBS-COMPONENT ID JAMBS-COMPONENT ID W o w WN �rn. ,qm cow x 1 ° a0 Robert J.Amoroso"'.E Flodda RE No.49752 1 so4! SpAES.4 fe°°i No 49752 •-u 3A = blAft OF � 3 B IFS O R 1 ® °°O°isaaNA¢g ����� 1 PRODUCT REVISED - DETAIL mp1=with the Florida Buiidir q Code NOA-No. 20.0526.03 MASTER FRAME CONSTRUCTION Expiration Data0712212025 (SASH FRAME SIMILAR) Ml miaa, ado ProdueY6 trot G Q - K K PROPERLY SECURED 1X #12 OR #14 WOOD SCREW 52 PROPERLY SECURED 1X N m w WOOD BUCK BY OTHERS 53 1/4 ITW TAPCON INSTALLATION ANCHOR WOOD BUCK BY OTHERS (SEE NOTE 3, SHT. 1) (S INSTALLATION ANCHOR c N 3 EE NOTE 2, SHT. 1) m 1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. m w WOOD BUCK PROTECTION BY 2X WOOD EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. BY OTHERS �m v SHEATHING v i a p m OTHERS (SEE NOTE 3, SHEET 1) (SEE NOTE 2, SHT. 1) LL o W aw t n CONCRETE BY OTHERS------_____.,',,,` v 1 1/2" MIN. BY OTHERS w a (SEE NOTE 2, SHT. 1) i';. v EMBEDMENT C= z ¢= 8 ( EXTERIOR FINISH M #14 WS: 1 1/2" MIN. EMBEDMENT a d. as 1/4" MAX. BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT m� SHIM SPACE _ EXTERIOR FINISH o _ —r ; 1/4" MAX. Y SHIM SPACE BY OTHERS W PERIMETER CAULK /��� O' O� - •"� ¢ c BY OTHERS I I =3 d PERIMETER CAULK 3 IL�I D BY OTHERS Q�� DO a o Q �o z n = ga IL�I �Z =� ZQ p Q zLu o 0 `nI In+ J FQR� 4 V V�m Q"' Z� mm to 7aa N0) y�JKSa Z W=Z z ai.�XN N WINDOW EXTERIOR ! � EXTERIOR INTERIOR WINDOW cW7 O o 9 e g HEIGHT HEIGHT a S Y e8 oV -o 'nO 4°t: ANCHOR-TO-SUBSTRATE w¢ i r d w EDGE DISTANCES ARE �o TYPICAL AND (1 m �] MEASURED TO BOTH 4 SIDES OF SUBSTRATE (� uRobert J.Artnruso,P.E. Florida P.E.No.49752 � o `,,��1A c94pejC� SPAES A Poi PERIMETER CAULK ..........E BY OTHERS 1/4„ MAX �0; F•.�G SHIM SPACE SHIM SPACMAX.E No 4975 .ip PERIMETER CAULK EXTERIOR FINISH `;1;,?ti<r= BY OTHERS ? _r #14 WS- 1 1/2" MIN. EMBEDMENT BY OTHERS in; �_ #12 WS- 1 3/8" MIN. EMBEDMENT m ;✓r STATE F . J. CONCRETE BY OTHERS ; 4 1 1/2" MIN. (SEE NOTE 2, SHT. 1) ;t' ,a o o EMBEDMENT 'I ��`••�O p`OPr�a,�� o a EXTERIOR FINISH OTHERS :y. NAo ��es BY OTHERS PROPERLY SECURED 1Xof WOOD BUCK BY OTHERS 2X WOOD (SEE NOTE 3, SHT. 1) SHEATHING 53 1 1/2" MIN. BY OTHERS (SEE NOTE 2, SHT. 1) WOOD BUCK PROTECTION 1/4" ITW TAPCON EDGE DIST: #14 WS: 1" MIN: EDGE DIST. PRODUCT REVISED BY OTHERS(SEE NOTE 3, INSTALLATION ANCHOR #12 WS: 7/8".MIN. EDGE DIST. PROPERLY SECURED 1X ascorrwirg',nTwith the Florida SHEET 1) WOOD BUCK BY OTHERS .03 #12 OR #1.4 WOOD SCREW Noa-No. 071221 025 INSTALLATION ANCHOR 52 (SEE NOTE 2, SHT. 1) a:Qtraao�naw: 7/22/2025 VERTICAL SECTION gy: coxcasTE suasTxaTE � VERTICAL SECTION WOOD SUBSTRATE Q Q #14 SHEET METAL N o SCREW/SELF—DRILLING SCREW 54 � � 3/4" MIN. INSTALLATION ANCHOR EDGE DIST. METAL SUBSTRATE m v (TYP.) BY OTHERS o� (SEE NOTE 2, SHT. 1) o LL EXTERIOR FINISH $ a @ BY OTHERS p w`o 3 THREADS MIN. wg a W +;• EMBEDMENT BEYOND < O INTERIOR WALL 1/4" MAX. SHIM SPACE x PERIMETER CAULK w m o BY OTHERS Qp Da O p a w INSTALLATION NOTES: z Z g O Q 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 1.1. WOOD FRAMING, } ❑g `o QANCHOR—TO—SUBSTRATE 1.2. STEEL STUD FRAMING, Q EDGE DISTANCES ARE 1.3. ALUMINUM FRAMING,ANDy- TYPICAL AND 1.4. CONCRETE AND/OR MASONRY. ZO'F? m vi MEASURED TO BOTH z� >m ~ Y x SIDES OF SUBSTRATE 2, 2X WOOD FRAMING,1X OR 2X WOOD BUCK METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE J q a B Z DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND a,C7 $ CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. V w w=O WINDOW 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL w U U o Z HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,1X w OJ F X Q r 8 BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS C o w EXTERIOR INTERIOR THE RESPONSIBILITY OF THE ARCHITECT ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE o e LL SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE w RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, v m o o rn7 %t 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16' w J a o e OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4", w FQ- 5. FOR ANCHORING INTO CONCRETEIMASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH N m `m n III���III TO ACHIEVE 1 112"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1" F n ILSI MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED. Robert J.Amoroso;P.E. 1/4" MAX. ANCHOR LOCATIONS HAVE+h1"T6LERANCE. FlOdda P.E.No.49752 o SHIM SPACE p1®111104 Qp 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: `0%5%INMES,q��i� PERIMETER CAULK 6.1. #12 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 13/8"MINIMUM ` �.;g,L AiSF BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 7I8•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 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE 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 SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. : STATE ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. EXTERIOR FINISH EDGE DIST. 3 THREADS MIN. 7• (SOMS)WfTH SU FICIENNCHORING INTOT LLENGTH TO AETAL CHIEVE 3THREADS MINIMUM BEYOND STRUCTURE URE USE#14 FLATHEAD SHEET METAL OR SELF RINTERIOR WALLING LL ,� OPJA� BY OTHERS EMBEDMENT BEYOND WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE (TYP•) INTERIOR WALL ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1" #14 SHEET METAL METAL SUBSTRATE TOLERANCE. SCREW/SELF—DRILLING SCREW BY OTHERS PRODUCT REVISED INSTALLATION ANCHOR 54 B. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. as l ie with the Florida (SEE NOTE 2, SHT. 1) and,,mg LTcde 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH NOA-Na. 2aoszs.o3 VERTICAL SECTION a Rraaee 0atej•-07/2212025 METAL SUBSTRATE ASTM E2112. 1'li2lt �— MiamL-0ado Produ" trol Q \ K C 2X WOOD 1/4" MAX. FRAME BY OTHERS SHIM SPACE c r 1/4" MAX. SHIM SPACE 1 1/2" MIN. EMBEDMENT — CONCRETE v (SEE NOTE 2, SHT. 1) INTERIOR SHIM AS REQUIRED 1" MIN. EMBEDMENT — MASONRY _ #14 WS: 1 1/2' MIN. EMBEDMENT #12 WS: 1 3/8" MIN. EMBEDMENT ITW TAPCON INSTALLATION ANCHOR � oLL E a H o� 0 o Q• 1 1/2"" MIN. EDGE DISTANCE — CONC. g �w #12 OR #14 WOOD SCREW 52 0� �6 9 2" MIN. EDGE DISTANCE — MASONRY INSTALLATION ANCHOR 1 CONCRETE OR MASONRY #14 WS: 1" MIN. EDGE DIST. o� �0 4. BY OTHERS �� - #12 WS: 7/8" MIN. EDGE DIST, Do q p V (SEE NOTE 2, SHT. 1)a a .• 00 LL Q PROPERLY SECURED 1X zZ ow PROPERLY SECURED 1X r_� p WOOD BUCK BY OTHERS �Q WOOD BUCK BY OTHERS :;;1• .'i;.>f•.."j:'.; D O )T-r., (SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) �d d� " " WOOD BUCK PROTECTION BY } °F SHEATHING EXTERIOR : '•t OTHERS;(SEE NOTE 3, SHEET 1) BY OTHERS EXTERIOR FINISH y=<z< 'to z Y EXTERIOR FINISH PERIMETER CAULK PERIMETER CAU BY OTHERS 3 J ¢ o D-N w BY OTHERS BY OTHERS BY OTHERS ?~w oco x C VERTICAL SECTION o o o ;�s woo.SUBSTRATE ANCHOR—TO—SUBSTRATE VERTICAL SECTION w x in- EDGE DISTANCES ARE CONCRETElMASONRY c y Q TYPICAL AND SUBSTRATE N Z w MEASURED TO BOTH SIDES OF SUBSTRATE o ®o g®o 1/4" MAX. SHIM SPACE NO INTERIOR SHIM AS REQUIRE wO eN �$ o amnLL #14 SHEET METAL wO 54 SCREW/SELF—DRILLING SCREW o° INSTALLATION ANCHOR Roben I Amoroso•P.E. Florida P.E.No.49752 / MIN. (TYP.) LOWER SASH JAMBS ��o jp4r ES q EDGE o ST. SHOWN.SIMII.AR �,. �Q;:NGEIVSF INSTALLATION FOR 3 THREADS MIN. UPPER FIXED LITE JAMBS. o No 4975 ,�o EMBEDMENT BEYOND INTERIOR WALL Q METAL SUBSTRATE BY OTHERS :, STATE OF p (SEE NOTE 2, SHT. 1), NAL 'c( d EXTERIOR FINISH PRODUCT REVISED PERIMETER CAULK BY OTHERS Bu;la: mpi=with the Florida B N Y OTHERS OAy OA-No. 20A526.03 Erylration Data•,D712212025 VERTICAL SECTION Mi. r�tsueL�� METAL SUBSTRATE iam JDado Prodaot-C trot OMAIN FRAME SASH STOP FRAME POCKET CKET INSERT � m .I WHITE RIGID PVC O COVER ® WHITE RIGID PVC WHITE® WHOITE RIGID PCKET VC ® WHITE E RIGID PVC m TYP.WALL TICKNESS 0.070" WHITE RIGID PVC a.,7o" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL 4.170"1 TYP.WALL THICKNESS 0.079' 4 T THICKNESS 0.070" m , I1 0.315" ,.o7a 1- o in . t.o7e . l o2.730" ' a s n n -W 1.400" �n a- 1.123 a ~ ]i ¢v wo lO 1.635" w -3.250" Y � GLAZING BEAD STOP GLAZING BEAD STOP IMPOST MULLION/FIXED SASH FRAME GLAZING BEAD STOP/SASH FIXED LRTE HEAD AND IAMBS FDCFD LIE MEETING RAIL MEETING RAIL ® WHITE RIGID PVC 5 WHITE RIGID PVC 6 WHITE RIGID PVC WHITE RIGID PVC TYP.WALL TICKNESS 0.055" I O 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 o s ,.03, T o.6sr• z Z to a ___9 a ,m1 2A90 ,.65+6" ,.000" 0.329"-� S 1250 -� o.7a7 Z�r z to s mo r Y 0.747 2.211_I N jL Z Z -- " -i Q D-N Lu w 00 GLAZING LIFTRAEL HANDLE INTERLOCK COVER HURRICANE 0 �„1 1 SASH COVER 41 wso,�Xv e WHITE RIGID PVC WHITE RIGID PVC © O TILT LATCH W.2> • $r TYP.WALL THICKNESS 0.055" TYP.WALL THICKNESS 0.075" WHITE RIGID PVC STEEL-ZINC COATED JELL=z z N TYP.WALL TICKNESS 0.065" j 0.306" 0.697" uPi " 0.953' 0.914° o.ue w a o m w T 0,176" t.33" s -- ---1.722" 34 l.as2 0. 5° 0.205° L12T' a _ 0,377" ❑ 0.709" Ro6eA J.A-.,P.E. 0.16G' Florida P.E.N".a9752 0.377^ a� �ES 1.906° 2.260" ` G E N FO9G . 5.622" 0.669" ❑ Qom: No 4975Eli z •'� O REINFORCEMENT ® REINFORCEMENT 0.803" 1.06T' *' 1.012" 0.709 9; STATE OF STEEL STEEL 0 TYP.WALL TYP.WALL T( GAOL. THICKNESS 0.06" THICKNESS 0.05' 0544 0.15T'J °03/(), 0.437"CTYP) �­4.0.434" ffEl �--0.280"(TYP) PRODUCT REVISED mpl i with the Flotda 0.730" ��0.935" N0A-ng_od NOA-0lo. 20-0526.03 Expiration Date- 7/22/202 .. By: 1; Miam-Dada Ptodu c-Go itml _ ' 1 Q Q S• Series 5405 XO Horizontal Slider/Bill of Material Item No. Description Pan Numbers Su tier Material or Note n Fmme Com onents ;n 1 Master Fmme IVWhite 106017780 Energll Royal ':White PVC(2) c 2 Sash Stop Fmm Cover Head N White 1070/7736 Energl l Royal White PVC(2) 3A Pocket Cover IV While 1073 17724 Ener 1/Ro al White PVC 2 1/2"GLASS BITE 3B Pocket Cover N White 177617739 Ener it Royal White PVC(2) 1 4 Pockettnsert NWhite107917737 EnergiIRoyal White PVC 2) 1 0 7/8"O.A.LAMINATED GLASS 5 Gin Ing Bead Fixed Section IV White 110317726 _EnergilRo al White PVC 2 u �dw �n. a_ O CONSISTING OF:EXTERIOR 6 Glazing Bead Fixed Section IV While 1080 17753 EnergilRo al White PVC 2 INTERIOR 0 7 Impost MullionFixedSection IV White 106317736 Ener iIRo al While PVC(2 \ LAMINATED GLASS-(2)NOMINAL 1/8" a LL < 8 Sash Frame(Operating Sash N While 1282/7750 EnergilRo I White PVC 2 Z 8 a 9 Glazing Bead Stop(Operating sash(Vents IV White.128217750 Ene I/Ro al White PVC 2 1 3 \ ANNEALED GLASS W/0.090" W 10 GlazingLtltrailHandle(Operatin Sash)IVent IV Whit.1068 17747 Ene i/Ro al Whit.PVC z / \ KURARAYAMERICA INC.TROSIFOL 11 Interlock Cover O emtingSash IVent IV White 1180 17727 Ene i1Ro al White PVC 2 INTERLAYER,7/16"AIRSPACE W/ Y 12 Sash Cover(operating Sash)[Vent IV White 10781772s Energl/Royal White PVC(2 ! STAINLESS STEEL SPACER(TYPE Reinforcerent 23 Operating Sash IReinforcement ST-2264"-0.052 HygmdeMetals 1 .06"GaIv.(1) / If SS-D),INTERIOR 1/8"TEMPERED 14 - Impost Mullion Fixed Meeting Rai Reinforcement ST-888468.0.062 lHygmde Metals I .05"Galv.(1) GLASS ?� m 15 #6 x 518"Tekl Reinforcemard Fastener 117595 GLF Corporation \ OQ a y aL Weatherstripping 15 Z ;=J 16 .210x.300 Fin Seat Pocket Cover 1107317724 W23303NW000O UhmFab GLAZING DETAIL 1 In 16 .210 x.300 Fin Sea[Pocket Cover/107317724 W23303NW000O Ultra-Fab EXTERIOR 16 .210 x.300 Fin Seal Impost MulUon f 106317735 W23303NW0000 Ultra-Fab OPERATING SASH JAMB SHOWN. s w o 17 .187 x.300 Fin Seal lntedock Cover 11180 17727 W2330INW0000 Ultra-Fah >' H SAME AT HEAD AND SILL. a 17 .187 z.300 Fin Seal Interlock Cover(Top l Blocks)11180 1 77 27 W2330INWOD00 Ultra-Fab ��to 17 .187 x.300 Fin Sea[Sash Frame 11282/7750/Enwgi W23301NW0000 Ultra-Fab 2=ao 2Z 17 .187 x.300 Fin Seal Sash Fmme/1282/7750/Exterior Top W23301PIW0000 UhmFab y=C 0 >m z Y 18 210 x.220 Fin Seal Sash Fmme 1128217750/Exterior Base W23223NW0000 UltmFab a a N(0 w 19 270 x.220 Fin Seat Sash Fmme/Single Leg Screen Frame W112257W0000 UltmF J ab a Q .6 e Glazing - O W O =m 20 We Glaze(Operating Sash)/(Fixed Section 552 Sikagex Black Ska US Z W X Q N 21 E366 2.7mm/0.9.0 PVB IntertayerIG Hurricane Laminate Impact Cardinal W 0<O E 4 E 22 Glass Setting Blocks Fixed Base 2NB-8K-0.125-032-064 Fmnk Law. i 4 - 20 O U Ow L'"'8"+ 23 Glass Setting Blocks Sash Base 2NB-8K-0.125-028-028 Fmnk Lowe \ o I.-: Q 24 ENDUR IG with XL Edge SS Spacer SS-DTYPE — Cardinal Stainless Steel o }� - srseenComponents(notallcomponentslD'edinsectionviews �O INTERIOR N�.>0 cos= Q 4J s 25 Single L Fmme New White 106516NEW192 Shapes Unlimited / m J a 26 Double Leg Frame New Whiff 106515NEWi92 Shapes Unlimited m ®D 27 Tension Springs 2584 Adept 20 / I w 1 J m u 28 Fiberglass Semen Cloth Charcoal 128"x 600' 3002608 Phi/er W i^o m w .29 Screen S line H! EX•FLX•0165-BK 1 erial Plastic USA w 1 U N m 30 Aluminum Comer Keys CK252X260 H radeMetals ( 1/2" GLASS BITE V' m 31 Screen CUP Clear H-3150 Product Design , Ell / a n n Misc.Components,Hardware and Hardware Fasteners(not all components ID'ed in section views EXTERIOR \ - 32 Wee Hole Cover White H-808WHZ Product Design \ Robert J.Ainmw•P.E. 33 Stainless Steel Ball Bearing Rollers WR03-R3. Product Design \ / Florida RE No.49752 34 Black Gluing Tape 118 x 318 x 85'(Fixed Section) VENVG-1208B Industrial Sales �� %011111111% 35 Interlock Covnd ars(O�matingSash/vent HH-666V Vinyl SHLrodssas - �--� 7/8"Otic .A.LAMINATED GLASS �o�o�Qt IN EEs,4��o�' 37 SalnlessSteelSq 1es318x172Sash BEABOf10 SmithSta le 2� CONSISTING OF:EXTERIOR ��ry�;:��G Ns�c•;;PpJ, 38 30PPI248PSO9116 X1318 X3Foam Block W0511022 Lindenme r LAMINATED GLASS-(2)NOMINAL ¢; No 497 39 Hurricane Grade Spring CS025 Jams Spring wire 1/8"ANNEALEDGLASS-W/0.090" 40 Accessory Parts Installation Translucent 02-MX0150010C2 Novagard Silicones $� 41 HurricaneTlltLatch 1057A-003-EW Vision Industries - KURARAY AMERICA INC. .D; 11��•' I 42 Safe Seal Lock _ 3220SS-003-EW Vision Industries TROSIFOL INTERLAYER,7/16" 9 STATE OF :• 43 Safe Seal Keeper 8292A-003-EW vision Industries AIRSPACE W/STAINLESS STEEL 44 -0848x0.850 Flat Wafer Shoulder/Sash/Hurricane Latch 137341 GLF Corporation 45 98x1114'Tek While/Locks 120376 GLF Corporation SPACER(TYPE SS-D),INTERIOR sass N oo 46 9!6x1"Tek White IKeepers 116821 GLF Corporation 1/8"TEMPERED GLASS i,��`�� 47 #6x1114"Tek White l Impost Mullion Rebar 156180 GLF Corporation 48 08 x3112"Phil Pan HD SMS Salt Splay lira ost Mullion 120913 GLF Corporation ' 49 #0625 x 0.194 Washer/Impost Mullion 145030 GLF Corporation - 50 1#5x318"Tell I Screen Clips White 116506 GLF Co oration GLAZING DETAIL 2 51 CAMType Swee Lock 3220SS-003-EW Truth Hartlware PRODUCT REVISED 52 Face Mounted Keeper jTruthff.rdware I Steel _ pl' with the Florida Installation Fasteners FIXED LITE HEAD SHOWN.SAME B�liaingx'de 52 012 OR#14 WOOD SCREW _ nla Na Steel AT SILL AND JAMBS. NOA-ti zo-o212025 ExptratioO Date 7/22/202 53 e,ADVANCED THREADFORM TAPCON nla RVJ Steel e. GCl4ilr.(,r�!✓ilss 54 414 SHEET METAL OR SELF-DRILLING SCREW rile Na Steel y Mla ffado PwduetcontroE (1)Rytmde Metalssped0tatiom AW 1005to 164 CS Type Aad B,30kato 5o ksi YwldStrevi,G40Galvdnhad (2)ENERGI FENEYMT10N SOLUTIONS USA,INC.,PER CURRENT MIAMI-DARE NOTICEOF.ACCEPTANCE INCA).