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HomeMy WebLinkAboutNotice of Acceptance0 w w w It MIAMI•DADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 04 ® 11805 SW 26 Street, Room 208 r � DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 !d BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/building Regency Plus, Inc. REVIEWED FOR 2000 Locust Gap Highway C®�� OO������C� Mount Carmel, PA 17851 COPE' ST. LUCIE COUNTY cue _This NOA is being issued under the applicable rules and regulat' ing the use of construction Smaterials. The documentation submitted has been reviewed and accepte yy Miami -Dade County RER- co giroduct Control Section to be used in Miami -Dade County and other areas where allowed by the Authority ® gle, avmg 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: Laree 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. MIAMI.OADEGaUNT7 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 5" Edition (2014), dated 03/31/15, with revision dated 09/01/15, and updated to the FBC 6th Edition (2017) with revision I 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. Product Control Examiner NOA No. 20-1103.09 Expiration Date: July 22, 2025 Approval Date: January 21, 2021 E-1 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6" 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 711 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 115405" 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. SERIES 5405 VINYL XO—OX HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT NOTES: INSTALLATION ANCHORAGE DETAILS 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7th EDITION 2020 FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 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. 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHEN 1X BUCK IS USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE. WHEN USED, 1X BUCKS SHALL BE 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 MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 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 04/27/20 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. 5. MATERIAL: 5.1. FRAME: EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA, INC. PER CURRENT MIAMI-DADE NOA. 5.2. REINFORCEMENT: 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 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 5.2.3. LAMINATE GLASS INTERLAYER: TROSIFOL INTERLAYER BY KURARAY AMERICA, INC. PER CURRENT MIAMI-DADE NOA. 6. GLAZING: 6.1. GLAZING DETAIL AS TESTED: 6.1.1. OVERALL: 7/8" NOMINAL INSULATING LAMINATED GLASS. 6.1.2. GLASS THICKNESS: (1) LITE OF 118" NOMINAL TEMPERED GLASS TO THE INTERIOR AND (1) LITE OF LAMINATED GLASS TO THE EXTERIOR. a.1.3. LAMINATED LITE: (2) LITES OF 1/8" NOMINAL ANNEALED GLASS SEPARATED BY A 0.090" TROSIFOL INTERLAYER BY KURARAY AMERICA. INC. 6.1.4. SPACER TYPE/SIZE: 7116" 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. 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. 6.3, AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. 7APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. 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 V 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. ANCHOR LOCATIONS HAVE+/- 1" TOLERANCE. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: 10.1. #12 FLAT HEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF 2" ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE+/- 1" TOLERANCE. 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 SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE+/- 1" TOLERANCE. 11. FOR ANCHORING INTO METAL STRUCTURE USE #14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS (SMS) WITH SUFFICIENT 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 DETAILS. ANCHOR LOCATIONS HAVE+/. 1" TOLERANCE. 12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 13.1. WOOD - MINIMUM SPECIFIC GRAVITY OF (G) 0.42 (NON-HVHZ) AND 0.55 (HVHZ) 13.2. CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 13.3. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY > 117 PCF 13.4. METAL SUBSTRATE: STEEL 18GA (0.0428'), Fy = 33KSI / Fu = 45 KSI OR ALUMINUM 6063.T5 0.048" THICK MINIMUM. 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. TABLE OF CONTENTS SHEET DESCRIPTION 1 NOTES 2 ELEVATION AND ANCHOR LAYOUT (WS AND CS SCREWS) 3 ELEVATION AND ANCHOR LAYOUT (SMS/TAPPING/SELF-DRILLING SCREWS) 4 VERTICAL SECTIONS - COMPONENT ID 5 HORIZONTAL SECTIONS - COMPONENT ID & FRAME CORNER CONSTRUCTION 6 VERTICAL SECTIONS - WOOD AND CONCRETE/MASONRY SUBSTRATE ANCHORAGE 7 VERTICAL SECTIONS - METAL SUBSTRATE ANCHORAGE & INSTALLATION NOTES B HORIZONTAL SECTIONS - WOOD, CONCRETE/MASONRY & METAL SUBSTRATE ANCHORAGE 9 COMPONENTS 10 BILL OF MATERIALS & GLAZING DETAILS /1 m � r h2 J 0 RobertJ. Amomw, P.E. Florida P.E. No. 49752 %N `' IPTdES q''te LP ��t •�"r•, E 113 ��9 ;y'1t6'(1J1N'JAo��+j149 O52 y$TnTE gjZ4 FS.......... N AL PRODUCTREVISED EUI1dIn9lldowllh tbo cloud. n0n-rta. 20.1103.09 Eecira0on Data 0712212025 By � � mmmwado�on� X D 5 O E 5 VVILJ I Y7 SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW WEEP HOLES: EXTERIOR VIEW 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 3. 0.875" WIDE BY 0.375" HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK 4. 1" WIDE BY 0.25" HIGH LOCATED 1.25" FROM EACH END OF THE EXTERIOR SILL TRACK 5. 1.25" WIDE BY 0.25" WITH PLASTIC WEEP FLAP LOCATED 3" FROM EACH END OF THE EXTERIOR SILL FACE 6. 2.5" WIDE BY 0.375" HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK 7. 0.25" DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE DESIGN PRESSURE RATING (PSF) IMPACT RATING +55.0/-55.0 LARGE MISSILE IMPACT SERIES 5405 VINYL XO—OX HORIZONTAL SLIDING WINDOW INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING SCREWS) OR CONCRETE/MASONRY SUBSTRATE 572" D.L.O. (CONCRETE SCREWS) HEIGHT DETAIL 1 (SEE SHEET 5) 4" O.C. TYP. 4" O.C. TYP. 11 2" O.C. TYP. 6" O.C. TYP. — [-- A 3" TYP. 14 T" O.C. TYP. q Meeting Rail X OPo D 8 SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW EXTERIOR VIEW -ANCHORAGE WOOD AND CONCRETE/MASONRY SUBSTRATES INSTALLATION NOTES: 1. HEAD AND SILL ANCHORAGE THE SAME. 2. JAMB ANCHORAGE SAME. 3. +/- 1" TOLERANCE ON ANCHOR LOCATION. 3.1. TAPCON MINIMUM SPACING IS 4" OC. 3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 4" OC. Robert J. Amoruso. P.E. Florid. P.E. No. 49752 REVISED Ith th. Fl-ld. .tl.. oat. 07/2212025 Z--� 63" MAX. FRAME HEIGHT 74" MAX. FRAME WIDTH 60" SASH HEIGHT 32" 33" D.L.O. WIDTH D.L.O. WIDTH HEIGHT 4 4 4 X 5 0 s f 35 �' SASH WIDTH SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW WEEP HOLES: EXTERIOR VIEW 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 3. 0.875" WIDE BY 0.375" HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK 4. 1" WIDE BY 0.25" HIGH LOCATED 1.25" FROM EACH END OF THE EXTERIOR SILL TRACK 5. 1.25" WIDE BY 0.25" WITH PLASTIC WEEP FLAP LOCATED 3" FROM EACH END OF THE EXTERIOR SILL FACE 6. 2.5" WIDE BY 0.375" HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK 7. 0.25" DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE DESIGN PRESSURE RATING (PSF) IMPACT RATING +55.0/-55.0 LARGE MISSILE IMPACT SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW 0 INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR SELF -DRILLING SCREW) m IIl O HN N U a 6w O 57 2" D.L.O. rc w -- a 3 z z o, w < w HEIGHT �❑ �< w w �w J y ¢ Meeting Rail o a � N o w zu U J a oz a Ff-4" O.C. TYP. w DETAIL 1 4" O.C. TYP. — (SEE SHEET 5) 2" O.C. TYP. 2" O.C. TYP. 11 21" O.C. TYP. 6" O.C. TYP. � 7 3" TYP. 14 4" O.C. TYP. 6" O.C. TYP. 4" O.C. TYP. 11 z" O.C. TYP. r v X 0 E B 3 fI �I -I Robert J. Amoruso, P.E Fjord. P.E. No. 49752 7 SERIES 5405 VINYL XO-OX HORIZONTAL • `��J� g* '9: STATEtS :tom• SLIDING WINDOW�FSoR�a? EXTERIOR VIEW- ANCHORAGE STEEL SUBSTRATES INSTALLATION NOTES: 1. HEAD AND SILL ANCHORAGE THE SAME. 2. JAMB ANCHORAGE SAME. 3. +/- 1" TOLERANCE ON ANCHOR LOCATION. 3.1. SMS, TAPPING OR SELF -DRILLING SCREWS MINIMUM PRODUplCylTr,yREVISED SPACING IS 2" OC. newldl%CoE with the Florldn NRA-no. 20.1107.00 Expiration Rate 07122/2025 Ry rewm a e rya on o YRT ICALSECTION EAD-COMPONENT ID DETAIL 1, SHEET 10 FXTFRIOR INTERIOR VERTICAL SECTION SILL - COMPONENT ID VERTICAL SECTION HEAD -COMPONENT ID EXTERIOR INTERIOR VERTICAL SECTION SILL -COMPONENT ID � � VERTICAL SECTION HEAD -COMPONENT ID SEE GLAZING DETAIL 2, SHEET 10 EXTERIOR 9 4 Z = ai = 100 SEE GLAZING as <7 DETAIL 1, ~n SHEET 10 ul INTERIOR VERTICAL SECTION SILL -COMPONENT ID 0 a LL z =a o cl zZ a ow 7Z uJ O J d vi m F J 0 N m M on g OZ x0 6 w S n xu ZULu 10 ui �aNdU y �m °ate Robert J. Amoruso, P.E. Florida P.E. No. 49752 .`r,Q;.••�err ��q ZTr Wo <9 52 �pL STATERS •:�� ��+i��'�LOR1Qp'•�i� '++rssl�iii i��e`G• PRODUCT REVISED 11 o plyln9 wlth the Fl,rldw E,Ilding yodo now -no. 20.1103.09 Enplratwn oat, 07/22/2025 ��:7riT:7 HORIZONTAL j SECTION OPERABLE LITE JAMBS - COMPONENT ID SEE GLAZING DETAIL 1, curC-r to IIVI(IGVIN I Hl. D SECTION MEETING RAIL JAMBS - COMPONENT ID EXTERI, nulml/ - E SECT FIXED JAMBS - COM DETAIL MASTER FRAME COIN (SASH FRAME SIMILAR) Robert J. Ammso. P.E. FlcMa P.E. No. 49752 v�............. E N3 •.,9G�y�. @: No 49 52 'aZ LF•. fro ON' i��P`` PRODUCT REVISED Cgnplyl� Wth th. Flodda dll4lny CoQ� No"- 20.9703909 e.plmtlon ont. 07/22/2025 ay Ml--e o rodue on T PROPERLY SECURED 1X WOOD BUCK BY OTHERS (SEE NOTE 3, SHT. 1) WOOD BUCK PROTECTION BY OTHERS (SEE NOTE 3, SHEET 1) CONCRETE BY OTHERS (SEE NOTE 2, SHT. 1) EXTERIOR FINISH BY OTHERS PERIMETER CAULK - BY OTHERS WINDOW EXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH — BY OTHERS CONCRETE BY OTHERS - (SEE NOTE 2, SHT. 1) PROPERLY SECURED 1X WOOD BUCK BY OTHERS (SEE NOTE 3, SHT. 1) WOOD BUCK PROTECTION - BY OTHERS (SEE NOTE 3, SHEET 1) " ITW TAPCON "ALLATION ANCHOR 1 1/2" MIN. I EDGE DIST. vc v �v r.v . v 1/4" ITW TAPCON U I� INSTALLATION ANCHOR A VERTICAL SECTION CONCRETE SUBSTRATE 1 1/2" MIN. EMBEDMENT 1/4" MAX. r SHIM SPACE INTERIOR 1/4" MAX. SHIM SPACE #12 OR #14 WOOD SCREW INSTALLATION ANCHOR #14 WS: 1" MIN. EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS EXTERIOR ANCHOR -TO -SUBSTRATE EDGE DISTANCES ARE TYPICAL AND MEASURED TO BOTH SIDES OF SUBSTRATE PERIMETER CAULK BY OTHERS PROPERLY SECURED 1X WOOD BUCK BY OTHERS (SEE NOTE 2, SHT. 1) 2X WOOD BY OTHERS (SEE NOTE 2, SHT. 1) #14 WS: 1 1/2" MIN. EMBEDMENT #12 WS: 1 3/8" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE INTERIOR WINDOW HEIGHT 1/4" MAX. HIM SPACE #14 WS: 1 1/2" MIN. EMBEDMENT #12 WS: 1 3/8" MIN. EMBEDMENT 1 1/2" MIN. EMBEDMENT !: EXTERIOR FINISH BY OTHERS SHEATHING 2X WOOD _1 1/2" MIN. BY OTHERS BY OTHERS (SEE NOTE 2, SHT. 1) EDGE DIST. #14 WS: 1" MIN. EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X #12 OR #14 WOOD SCREW 52 WOOD BUCK BY OTHERS (SEE NOTE 2, SHT. 1) INSTALLATION ANCHOR A VERTo DAL�SIECTION gw o 0 z0 ?°a 0 sx Sz °� m zw � o or o >Q J � _ < Zto , r to f: J J Q d O i Z a�wOZ" S >FO w=° 2,Q OQ rc 00 w vd"e: LU Xr men >� oLL� N Z_V �a=i > Z € .0 .0 to Z a" NZ vjmY Ir �o M, w a0 Robert J. Amoruso. P.E. Fl.nd. P.E. No. 49752 INM �CEEN EyO96 6 @�1 [go 49j52 �.-s ! �P :STATE+��� ... � . '`SS��iiin NCB , PRODUCT REVISED Bm I yIng th No Florian Wlding Catl. 1,1011-14o. 20.1103.09 Enpl..tlan Dam 07I2212025 n" G-7 #14 SHEET METAL SCREW/SELF—DRILLING SCREW 3/4" MIN. INSTALLATION ANCHOR EDGE DIST. (TYP.) / EXTERIOR FINISH BY OTHERS'j PERIMETER CAULK BY OTHERS PERIMETER CAULK BY OTHERS METAL SUBSTRATE BY OTHERS (SEE NOTE 2, SHT. 1) 3 THREADS MIN. 1BEDMENT BEYOND INTERIOR WALL 1/4" MAX. FSHIM SPACE J INSTALLATION NOTES: 1. APPROVED INSTALLATION SUBSTRATES INCLUDETHE FOLLOWING: 1.1. WOOD FRAMING, ANCHOR —TO —SUBSTRATE 1.2. STEEL STUD FRAMING, EDGE DISTANCES ARE 1.3. ALUMINUM FRAMING, AND TYPICAL AND 1.4. CONCRETE AND/OR MASONRY. MEASURED TO BOTH SIDES OF SUBSTRATE 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 CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. WINDOW 3. 1X BUCK OVER CONCRETEWASONRY IS OPTIONAL. WHEN 1X BUCK IS USED, INSTALLATION ANCHORS WILL HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE. WHEN USED, 1X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS 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 RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 1 /4" MAX. SHIM SPACE EXTERIOR FINISH .h;] 3/4" MIN. 3 THREADS MIN. J BY OTHERS 1�-EDGE DI! EMBEDMENT BEYOND (TYP•) INTERIOR WALL #14 SHEET METAL METAL SUBSTRATE SCREW/SELF—DRILLING SCREW BY OTHERS INSTALLATION ANCHOR 54 (SEE NOTE 2, SHT. 1) VERTICAL SECTION METAL SUBSTRATE 4. 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 14'. 5. FOR ANCHORING INTO CONCRETE/MASONRY USE 114" 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 INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4" MINIMUM SPACING BETWEEN ADJACENTANCHORS REQUIRED. ANCHOR LOCATIONS HAVE+/- 1" TOLERANCE. 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: 6.1. #12 FLAT HEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 130 MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/6" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF 2" ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +1- 1" TOLERANCE. 62. #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 SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE. 7. FOR ANCHORING INTO METAL STRUCTURE USE #14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS ISMS) WITH SUFFICIENT 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 DETAILS. ANCHOR LOCATIONS HAVE+/- 1" TOLERANCE. S. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. Rupert J. Amoruso. P.E. Flontle P.E. No. 49752 No PRODUyCIT REVISED Guild lna t d vAth eho Florida NoG .. 20-1103.09 E.olralla. Data 07/22/2025 By L-�} Rlaml-Dade Product Daatrol 2X WOOD 1/4" MAX. FRAME BY OTHERS SHIM SPACE E 1/4" MAX. SHIM SPAC1 1/2" MIN. EMBEDMENT — CONCRETE (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 53 1/4" ITW TAPCON INSTALLATION ANCHOR #12 OR #14 WOOD INSTALLATION #14 WS: 1" MIN. EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1XJ WOOD BUCK BY OTHERS (SEE NOTE 2, SHT. 1) d SHEATHING BY OTHERS EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY OTHERS t VERTICAL SECTION �i'OOD SUBSTRATE 1/4" MAX. SHIM SPACE INTERIOR SHIM AS REQUIRED —I EXTERIOR ANCHOR —TO —SUBSTRATE EDGE DISTANCES ARE TYPICAL AND MEASURED TO BOTH SIDES OF SUBSTRATE #14 SHEET METAL SCREW/SELF—DRILLING SCREW INSTALLATION ANCHOR / 3/4" MIN. EDGE DIST. (TYP.) 3 THREADS MIN. EMBEDMENT BEYOND INTERIOR WALL METAL SUBSTRATE BY OTHERS (SEE NOTE 2, SHT. 1) EXTERIOR FINISH PERIMETER CAULK —]BY OTHERS BY OTHERS E VERTICAL SECTION METAL SUBSTRATE 1 1/2"" MIN. EDGE DISTANCE — CONC. A / I 2" MIN. EDGE DISTANCE — MASONRY 4.�--CONCRETE OR MASONRY V V BY OTHERS (SEE NOTE 2, SHT. 1) Q•.Q .. Q PROPERLY SECURED 1X WOOD BUCK BY OTHERS (SEE NOTE 3, SHT. 1) d =3 V WOOD BUCK PROTECTION BY OTHERS (SEE NOTE 3, SHEET 1) > 3 2w � O 90 UU ZO < Z F o� cow �..w z a of o a EXTERIOR FINISH = m m w J PERIMETER CAUL BY OTHERS � a IL < w Z BY OTHERS a a — w 5 N d }FLu _� X> DUD) VERTICAL SECTION CONCRETE/MASONRY" W� oa d N > ¢ " e RE r a e LL SUBSTRATE N Z w $ a vOf ,o $ U y2 mti `F�m wO woo 3 aM Robert Florltle J. Amaruso, P.E. P.E. No. 49752 LOWER SASH JAMBS SHOWN. SIMILAR INSTALLATION FOR UPPER FIXED LITE JAMBS. No PRODUCT REVISED as compiling with the Flared. Bonding ". non -No. 20-11 oa.09 Expimnon onto 07/22/2025 gy (, 7 Riomweao preaoot eonwt , O WHITIE RIGAD PVC TYP. WALL TICKNESS 0.070" -4.170" I 2.730" 1.400" 3.250" STOP O SASH COVER FRAME WHITE RIGID PVC TYP. WALL THICKNESS 0.070" 0.315" n Q B n 0.565" T Tar 1.635" ® POCKET COVER WHITE RIGID PVC TYP. WALL THICKNESS 0.070" t.o7e t.a7a ® POCKET COVER WHITE RIGID PVC TYP. WALL THICKNESS 0.070" 1.1171 1.e7a POCKET INSERT ® WHITE RIGID PVC TYP. WALL THICKNESS 0.070" o.aso t.t2s m it F W a o N a o ;, 5 , .. 0 Lu o uJ aw of o o z a p wm uJ a F0 wm O� o aW u J Y GLAZING BEAD STOP FIXED I.ITE HEADANDJAMRa 50 WHITE RIGID PVC TYP. WALL TICKNESS 0.070" ,.os, a,.000" 0.747 GLAZING BEAD STOP FIXED LITE MEETING RAIL © WHITE RIGID PVC TYP. WALL TICKNESS 0.060" IMPOST MULLION/FIXED SASH FRAME ® WHITE RIGID PVC TYP. WALL THICKNESS 0.070" 30" GLAZING BEAD STOP/SASH �= � J M a aIDw g 3 0 Z ZW O W Er 0 ? z a z� o 0 MEETING RAIL WHITE RIGID PVC TYP. WALL THICKNESS 0.066" 9O WHITE RIGID PVC TYP. WALL TICKNESS 0.055" 0.329"� t m�_�7 w z 5 0 GLAZING LIFTRAIL HANDLE WHITE RIGID PVC TYP. WALL THICKNESS 0.055" �0.306" T 1.121" INTERLOCK COVER WHITE RIGID PVC TYP. WALL THICKNESS 0.075" 0.914" 1.722" © SASH COVER WHITE RIGID PVC TYP. WALL TICKNESS 0.065" ,saz HURRICANE ® TILT LATCH STEEL -ZINC COATED 0.697" 0.178" 0323" . 0.345" 0.205" 0.377" 0.709" 0.166" • 0.377" � ,� 2,260" 5.622" 0.669" 0.803" 1.067" O O 1.012" 11 0.709^ 0.157" 0.544" U 010 0 w _t 1- x o i oLL 3" € ® g m w a R b w a w m m N m a� rJ. Amaruso, P.E. P.E. No. 49752 C E rs 44,,Nz i QOr Wo 49 52 ,ra' �"p�{��i3fC� va: STATE' '�k ,:w�u; "�� �LORlpa 6. ''•Ss�o��n�;a�� 0 REINFORCEMENT STEEL TYP. WALL THICKNESS 0.06" ® REINFORCEMENT STEEL TYP. WALL THICKNESS 0.05" 0.434" rj �0.437" (fYP) 0.730" Ufa I el - 1 0.730" ®T--0.935" PRODUCT REVISED es! mpg, Wth ttiu r,udau MOA-no. 20.7103.08 lMvlmtton unto 07I2212025 !y ei a rein Forme Cover Head Series 5405 XO Horizontal Slider / Bill of Material N White 107017736 9 Glazin B.ad Sto O omtin Sash I Vents N White 106717745 10 GWzing LHlrall Handle (Operating Sash) I Vent N White tO6B 1T747 11 linterlock Cover (Operating Sash) / Vent IFV White 118017727 12 1 Sash Cover (Operating Sash)I Vent IN White 107817725 Reinforcemant 13 Operating Sash l Ralnforcamenl ST-226.144-0.052 14 Impost Mullion (Fixed Meeting Rall) Reinforcement ST-888-168-0.062 15 10 6 x 518" Tak I Reinforcement Fastener 1117595 Weathers Wpiolng 16 .210 x.300 Fin Seal Pocket Cover 1107317724 W23303NW0000 16 .210 x.300 Fin Seal Pocket Cover 1107317724 W23303NW0000 16 .210 x .300 FIn seal ion ost Mullion 1106317735 W23303NW000O 17 .187 x.300 Fin Seal Interlock Cover/118017727 W2330INWODOO 17 .187 x.300 He Seal interlock Cover (Top IBlocks 111801 T727 W2330INW000O 17 .187 x.300 Fin Seal Sash Frame 11282 I77501 Ener i W23301NW0000 17 .187 x.300 Fin Seal Sash Forme 11282 17750 I Exterior Top W23301NW0000 18 .21D x.220 Fin Seal Sash Frame 11282/ 7750 i Exterior Base W23223NW000O 19 .270 x.220 Fin Seal Sash Frame /Single Leg Screen Forme W11226TW000O Glazing 20 Wet Glaze (Operating Sash ! Fixed Section 552 Sllwri Black 21 E366 2.7mm / 0.9.0 PVB Intedayor IG Hurdkmw Laminate 22 GWss Setting Blocks Fixed Base 2NB-SK-0.125-032-0 23 Glass Setting Blocks Sash Base 2NB-0K-0.125-028-0 24 ENDUR IG wim XL Edge SS Spacer (SS-D TYPE) I — Screen Components (not all components ID'ed In sectk 25 Single La Frame New WhileOSSIGNEW192 26 Double Leg Frame Now Whits 1/6515NEW192 27 Tension Springs 2584 28 Fiberglass Semen Cloth Charcoal 128" x 600' 3EOT08 29 Screen Spline H / W X-FLX-0165-BK 30 Aluminum Comer Ka s CK252X260 31 ...anCti Clear H-3150 Misc. Components, Hardware and Hardware Fasteners not all com one 32 Wee Hole Cover Whhe H-808WHZ 33 Stainless Steel Ball Bearing Rollers WR03-R3 34 Black GlazingTape 118 x 318 x 85' Fixed Section VEN.VG-1208B 35 Intorlock Cover O omfn Sash Want HH-66 Vinyl Cement 36 Liftrall End Ca a White 00156-0001 37 Stainless Stool Stables 318 x 112 Sash IBEA Who 45 OBx 1114"T.k 46 p6x1"Tek Wh 47 t! 6 x 1 1l4^ Tek dB d8x3112"Phil 49 tl0626x0.194y 50 p5x3f8"Takla -003-EW We RV n/a Ill) Nyxrade Metals Spedtiwtl— A15130051" 1010. CS Type A and a, 30 W to 50 of Yield Strenxlh, G40 Galvanir.d (II ENERGI FENESTRATION SOLUTIONS USA, INC., PER WaRENTMIAMI-DADS NOTICE OF ACCEPTANCE INCA). of I material or Now < < < r r 1/2" GLASS BITE 1 0 7/8" O.A. LAMINATED GLASS _ INTERIOR CONSISTING OF: EXTERIOR LAMINATED GLASS - (2) NOMINAL 1/8" 13 \ ANNEALED GLASS W/ 0.090" / \ KURARAY AMERICA INC. TROSIFOL INTERLAYER, 7/16" AIRSPACE W/ I I STAINLESS STEEL SPACER (TYPE I / SS-D), INTERIOR 1/8" TEMPERED I GLASS \ 15 GLAZING DETAIL 1 EXTERIOR OPERATING SASH JAMB SHOWN. S SAME AT HEAD AND SILL. /�— _�\ 4 1:3 5 INTERIOR 20 I� / 1 /2" GLASS BITE EXTERIOR \ / \ \ / / `--� 7/8" O.A. LAMINATED GLASS 24 CONSISTING OF: EXTERIOR LAMINATED GLASS - (2) NOMINAL 1/8" ANNEALED GLASS W/ 0-090" KURARAY AMERICA INC. TROSIFOL INTERLAYER, 7/16"�Og10P'`�`j AIRSPACE W/ STAINLESS STEEL SPACER (TYPE SS-D), INTERIOR - 1/8" TEMPERED GLASS N c o ilRoyal While PVC 2 I l Royal White PVC (2) IIRoyal White PVC 2 N f- w o of n OFo w `✓ o a'- or o W o w W Z w Ei W F U to m w o r a w " 11Royal White PVC 2 II Royal White PVC 2 If Royal White PVC (2) uRoyal Whit. PVC z If Royal White PVC 2) I(Royal White PVC 2 I IRoyal Whit. PVC 2 I IRoyal White PVC 2 if Royal Whit. PVC 2 Y ilRoyal Whit. PVC (2) ¢ Z rn = Q IL C9 W } U N � Z ] M Q Wo0dW o R [z � - 0 � ? Q N o Q nnZalb ll Z ¢ ON JUr o'S = N , X Q O— Q T >o o n m g ° o de Metals .O6"GaN. 1 de Metals .OS^Gale. 1 0 o2tion �eb 'ab ;ab ' m o ui F .. Z u — �i a ;ale ab �ab S o�8c g V d O8® 3 a' 4 J a o R W u a m 6p ,at LLo.eowe let Stainless Steel ,s Unlhnh.d -s Unlimited at Plastic USA de Metals ct Design ]an Wews e 11w.11 n Robert J.A omsu. P.E. Florida P.E. No. 49752 1puuggrr '�p`t IPMES 44,',, 001�?I�e11s 1. ,�, o:? No a9 52 .0sS _ t^ I� '-ve .7�i * 1 a i STATE '8 �= %`r.SY' A$ ENG` 'r4gO11114,xpx ct Desl n 'riai Sales 'ol�stlC Staple Tme r svrin were lard Silicones Industries .Industries maustries orporatian .rp.mu.n orporall n GLAZING DETAII.2 FIXED LITE HEAD SHOWN. SAME AT SILL AND JAMBS. PRODUCTREVISED 8..II. aI R.Ath tho Flodd. NOA-No. GuAa20-1103.09 E"lmtlan 1!— 07122/2025 my ;0 Mlnmi-Uede Pmdact Comm I