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HomeMy WebLinkAboutProduct approvals, windowsDEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Regency Plus, Inc. 2000 Locust Gap Highway Mount Carmel, PA 17851 MIAMI—DADE CW PRODUCT CONTROL SECT 11805 SW 26 Street, Room Miami, Florida 331754 T (786) 315-2590 F (786) 315—: 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 "5000" White PVC Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. RPLS0062, titled "Series 5000 Vinyl Single Hung Window LMI", sheets 1 through 10 of 10, dated 01/12/09, with revision K dated 05/13/20, 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 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. I RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been n change in the applicable building code negatively affecting the performance of this product. I 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. 18-0911.05 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. NOA No. 20-0526.( Expiration Date: July 22, 202 Approval Date: July 02,202 6/26/20 Page 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1210.13) 2. Drawing No. RPLS0062, titled "Impact Series 5000 Single Hung Window - LMI" sheets 1 through 5 of 5, 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. 18-0122.13) 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 single hung, window, prepared by National Certified Testing Laboratories, Test Report No. NTCL-110-11537-1, dated 08/18/08, revised on 09/03/08, signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 08-1210.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 09/01/15, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under NOA No. 15-0618.04) 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 Extrusions for Windows and Doors, approved on 08/10/17, expiring on 02/28/18 Product Control Exa 1' NOA No. 20- Expiration Date: July 22 Approval Date: July 02, 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. 18-0911.05) 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 11 . Bupp, Laboratory Manager. (Submitted under NOA No. I8-0911.05) 3. Statement letter of conformance, complying with FBC 61h 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. 18-0122.13) 4. Laboratory addendum letters in the Test Report No. NTCL-110-11537-1, 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. 08-1210.13) 5. Laboratory compliance letter in the Test Report No. NTCL-110-11537-1, issued by National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold' E. Rupp, P.E. (Submitted under NOA No. 08-1210.13) G. OTHERS 1. Notice of Acceptance No. 18-0122.13, issued to Regency Plus, Inc. for their Series "5000" White PVC Single Hung 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. Product Control Ex. Jt NOA No. 20- Expiration Date: July 22, Approval Date: July 02, E-2 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. RPLS0062, titled "Series 5000 Vinyl Single Hung Window — LMI", 'I sheets 1 through 10 of 10, dated 01/12/09, with revision K dated 05/13/20, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. B. TESTS C. 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. 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 6'h 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) Product Control Exa J NOA No. 20-0� Expiration Date: July 22 Approval Date: July 02, E-3 Regency Plus, Inc. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 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. 18-0911.05, issued to Regency Plus, Inc. for their Series "5000" 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. Product Control Ex 1 NOA No. 20-0 Expiration Date: July 22 Approval Date: July 02, E-4 REGENCY PLUS, INC. SERIES 5000 VINYL SINGLE HUNG WINDOW LARGE MISSILE IMPACT INSTALLATION ANCHORAGE DETAILS NOTES: 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). 2. VCWOOD FRAMING, 1X OR 2X WOOD BUCK METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER CONCRETEIMASONRY IS OPTIONAL WHEN 1X BUCK IS USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE. WHEN USED, 1X BUCKS SHALL BE 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-110-11637-2, DATED 0820/08, WITH REVISION DATED 09/03/08 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. S. MATERIAL 5.1. FRAME: EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA, INC. PER CURRENT MIAMI-DADE NOA 52. 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 Rd) - SASH PERIMETER 5.22. 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: 718" NOMINAL INSULATING LAMINATED GLASS. 6.1.2. GLASS THICKNESS: (1) LITE OF 1/8" NOMINAL TEMPERED GLASS TO THE INTERIOR AND (1) UTE OF LAMINATED GLASS TO THE EXTERIOR. 6.1.3. 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: 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" BACK13EDDING 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. 7. APPROVED 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 CONCRETEIMASONRY USE 114" FLAT HEAD TAPCONS (CS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 12' 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 ADJACENT ANCHORS REQUIRED. ANCHOR LOCATIONS HAVE +/- V TOLERANCE. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: 10.1. #12 FLATHEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 718" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF TON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/-1" TOLERANCE. 102. #14 FLAT HEAD WOOD SCREWS (INS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF TON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +I- 1"TOLERANCE. 11. FORANCHORING INTO METAL STRUCTURE USE 914 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 13A. 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. TABLE OF CONTENTS SHEET DESCRIPTION 1 NOTES 2 ELEVATION AND ANCHOR LAYOUT (INS 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 6 HORIZONTAL SECTIONS - WOOD, CONCRETE/MASONRY & METAL SUBSTRATE ANCHORAGE 9 COMPONENTS 10 1 BILL OF MATERIALS & GLAZING DETAILS - 2 Z Ijco Z =Q= as LU m IL 0 � P z (0 u3 z LL I 00 } Z o j 0 0 N � tl:m F `1 z Robert J. Amoroso, P.E. Florida P.E. No. 49752 W ES 4 f�eq., ,N 0%IFE1";,G No 49752 STATE OF O,c;•,c� op��4i y�Fs• AOR1, . PRODUCT REVISED ;:i =Irmo with the Flod" 52" MAX. FRAM WIDTH 46 4" D.L.O. WIDTH 33 4" D.LO. rDh 0 75" MAX. HEIGHT 5 FRAME I �00 HEIGHT { 32 J" SASH D.L.O. 5 HEIGHT X SERIES 5000 VINYL SINGLE HUNG WINDOW INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING SCREWS) OR CONCRETE/MASONRY SUBSTRATE (CONCRETE SCREWS) 3" FROM CORNERS @ HEAD & SILL TYP. 13 ;" O.C. MAX. TYP. WOOD SCREWS 12 J" O.C. MAX. TYP. CONCRETE SCREWS 1 2" O.C. 36" TYP. EACH SIDE SASH OF MEETING RAIL HEIGHT 4 45 t" SASH DETAIL 1 (SEE SHEET 5) D.L.O. WIDTH 49" SASH WIDTH SERIES 5000 VINYL SINGLE HUNG WINDOW EXTERIOR VIEW PRESSURE RATING (PSF) IMPACT RATIN +55.0/-55.0 LARGE MISSILE IMPACT 6 6" FROM JAMB CORNERS TYP. 2" O.C. TYP. FOR WOOD SCREWS. 4" O.C. TYP. FOR CONCRETE SCREWS. 15 t" O.C. TYP. _� g @ HEAD & SILL SERIES 5000 VINYL SINGLE HUNG 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 2" OC. WEEP HOLES: 1. ONE (1) WEEP HOLE MEASURING 1-1/4" X 1/4" AND EMPLOYING A PLASTIC WEEP COVER WAS LOCATED AT 2-5/8" FROM EACH END OF THE EXTERIOR SILL FACE. a z� n =Z r/1 aal=�uDg �myyZ Y Q J J O m Z= o H na W WO Oz i uaE o jZ e' N O OZ � E 0 rnw w�amn 0 Robert J. Amanrso, P.E Florida P.E. No. 49752 49752 No✓ J, STATE OF �40R10 PRODUCT REVISED eamplNna MN Dr Florida ;:,=Caadd NOA4%m 2"520.04 tratlon Data• 712212025 er Nna,n� ada ProMrcr4o vw 52" MAX. FRAME WIDTH 46 4' D.L.O. WIDTH 4 33j"D.L.O. D 0 76 MAX. HEIGHT 5 FRAME HEIGHT nX 32 4" SASH ED.L.O. 5HEIGHT 45 J" SASH D.L.O. WIDTH 49"SASH WIDTH 36" SASH HEIGHT DETAIL 1 (SEE SHEET 6) SERIES 5000 VINYL SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING (PSF) IMPACT RATING +55.0/-55.0 LARGE MISSILE IMPACT SERIES 5000 VINYL SINGLE HUNG WINDOW W w INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR a a SELF -DRILLING SCREW) °w 0- 3" FROM CORNERS -- x _ @ HEAD & SILL TYP. 17) 6" FROM JAMB N CORNERS TYP.o o jV a �Ja N LL 2" O.C. �� -T 2" O.C. TYP. FOR SMS o ¢ o TYP. EACH SIDE OF MEETING RAIL Or SCREWS. O ul MeetingRail 9" O.C. MAX. TYP. FOR SMS °' w o SCREWS Z ¢ �oc>>zd (00 5-: 6 E w r zo „g_`, 02 X INSTALLATION NOTES: n, we 1. HEAD AND SILL - - ANCHORAGE THE SAME. ywVgAl 'g A 2. JAMB ANCHORAGE SAME. 15,f" O.C. TYP.. 7 3. 1"TOLERANCE ON o" @ HEAD & SILL ANCHOR LOCATION. ` Rotted J. AnwNSV, P.E. 3.1. SMS, TAPPING OR SERIES 5000 VINYL SINGLE HUNG WINDOW SELF:DRILLING Flofldo P.E. No. 40762 tez�'--'GEN�p;"oS EXTERIOR VIEW— RAGE SCREWS STEEL SUBSTRATES SPAC NG SI2� OCM WEEP HOLES: 57ATE OF 1. ONE (1) WEEP HOLE MEASURING 1-1/4" X 1/4" AND EMPLOYING A PLASTIC WEEP COVER .......... N WAS LOCATED AT 2-5/8" FROM EACH END OF THE EXTERIOR SILL FACE. SEE GLAZING DETAIL 1, SHEET 10 EXTERIOR uul INTERIOR VERTICAL SECTION SILL - COMPONENT ID —11— ...- SEE GLAZING Bi VERTICAL SECTION MEETING RAILS - COMPONENT ID VERTICAL SECTION HEAD -COMPONENT ID 1AITC131L1®____ m 1 'O a I 3 mo LL 8� aW o N � O ¢ o a Zz (9 n Z E u1 m F Y as=� = <W(9Z� Nnzo pV JW . E o �U l2a'.$ N o_ ea U, BALL 0 Robes J.Amoroso,P.E. Florida P.E No. 49752 No STATE OF :mow .......... 4ipNAq����,` (DUCT REVISED rplrinn Wth th. cgWa Ifng Cod INTERIOR SEE GLAZING DETAIL 2, SHEET 10 EXTERIOR D HORIZONTAL SECTION FIXED LITE JAMBS - COMPONENT ID FERIOR :E GLAZING )EfAIL 1, SHEET 10 TERIOR HORIZONTAL SECTION LOWER SASH JAMBS - COMPONENT ID DETAIL I MASTER FRAME CONSTRUCTION (SASH FRAME SIMILAR) z m o _ o 0 �U ??J W ,av N Z 1aa N=QW=z � �m Z o o a CD w cJ7 C}1 t~/J2?V W9��z u�81 Xo�o0 N men P WQ mg j�Jm fWAN it ueW 0 amN = O � Robwt J. Amcauto, P.E Florida P.E. No. 49752 No 49762 P STATE OF 40R\0p REVISED ;with tho Florida 2�526.04 ,t.:!r v 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) VINSTALLAMONCON ANCHOR 1 1/2" MIN. EDGE DIST. 7. 1 1/2" MIN. EMBEDMENT 1/4" MAX. FSHIM SPACE EXTERIOR FINISH= BY OTHERS PERIMETER CAUUC� BY OTHERS B VERTICAL SECTION CONCRETE SUBS' RATE INTERIOR EXTERIOR PERIMETER CAULK 1/4" MAX BY OTHERS _SHIM SPACE EXTERIOR FINISH 4L BY OTHERS CONCRETE BY OTHERS 4 1 1/2" MIN. (SEE NOTE 2, SHT. 1) a EMBEDMENT PROPERLY SECURED 1X +•is e ' n4 .e ' • WOOD BUCK BY OTHERS (SEE NOTE 3, SHT. 1) 1 1/2" MIN. WOOD BUCK PROTECTION 1/4" ITW TAPCON 52 EDGE DIST. BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR SHEET 1) A VERTICAL SECTION CONCRETE SUBSTRATE #12 OR #14 WOOD INSTALLATION #14 WS: 1" MIN. EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. SHEATHING BY OTHERS 7, EXTERIOR FINISH BY OTHERS •ws: PERIMETER CAULK BY OTHERS Q EXTERIOR VERTICAL SECTION WOOD SUBSTRATE 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 r 1 /4' MAX. -1 SHIM SPACE --- INTERIOR WINDOW HEIGHT 1 /4" MAX. .HIM SPACE #14 WS: 1 1/2" MIN. EMBEDMENT -#12 WS: 1 3/8' MIN. EMBEDMENT EXTERIOR FINISH BY OTHERS ?, SHEATHING 2X WOOD BY OTHERS BY OTHERS (SEE NOTE 2, SHT. 1) 4 #14 WS: 1" MIN. EDGE DIST. #12 WS: 7/B" MIN. EDGE DIST. PROPERLY SECURED #12 OR #14 WOOD SCREW 51 WOOD BUCK BY OTHERS (SEE NOTE 2, SHT. 1) INSTALLATION ANCHOR A VERTICAL SECTION WOOD SUBSTRATE � m 0O LL U 0 Z fo o. W QCCCC O " 2 a to Y � w - m O a m 2z O m Z o� 3 <N�� m m r» _ 7 y a m o' Y a =_} 2 L pppa,,, .J J Z if F LU ZO o tY to SOU J �n En roe N �z Rad too 1se KZ cco<'aomw O Eon F Robert J. Amoroso, P.E. Florida P.E No. 49752 %���jAMES .114,g ��14�.-"%CENS� OqG qr' W o 49752 9: 90:� STATE OF e��,i'S�O�}!1 �a41- 7giff1111st PRODUCT REVISED o�P1W Mkh tha Florida BulWing NOA-No. 20-0626.04 5z Ir lon Dan• 7122J2025 er• !'TQf #14 SHEET METAL SCREW/SELF—DRILLING SCREW 53 3/4" MIN. INSTALLATION ANCHOR EDGE DIST. METAL SUBSTRATE (TYP.) BY OTHERS EXTERIOR FINISH (SEE NOTE 2, SHT. 1) BY OTHERS' PERIMETER CAULK BY OTHERS 3 THREADS MIN. 18EDMENT BEYOND INTERIOR WALL 1/4'' MAX. FSHIM SPACE ANCHOR SUBSTRATE EDGE DISTANCES ARE TYPICAL AND MEASURED TO BOTH EXTERIOR SIDES OF SUBSTRATE B VERTICAL SECTION METAL SUBSTRATE 1/4" MAX. SHIM SPACE PERIMETER CAULK BY OTHERS WINDOW HEIGHT EXTERIOR FINISH y;{ 3/4" MIN. 3 THREADS MIN. J BY OTHERS I' EDGE DIST. EMBEDMENT BEYOND (TYP.) INTERIOR WALL #14 SHEET METAL METAL SUBSTRATE SCREW/SELF—DRILLING SCREW BY OTHERS INSTALLATION ANCHOR (SEE NOTE 2, SHT. 1) A VERTICAL SECTION METAL SUBSTRATE INSTALLATION NOSES: 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 1.1. WOOD FRAMING, 1.2. STEEL STUD FRAMING, 1.& ALUMINUM FRAMING, AND 1.4. CONCRETEAND/OR MASONRY. 2. 2X WOOD FRAMING. 1X OR 2X WOOD BUCK, METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL. WHEN 1X BUCK IS USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCKINTO 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 MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/1T OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 114". 5. FOR ANCHORING INTO CONCRETEMIASONRY USE 1/4" FLAT HEAD TAPCONS (CS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 12" 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 ADJACENT ANCHORS REQUIRED. ANCHOR LOCATIONS HAVE +/-1"TOLERANCE. 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: 6.1. 012 FLAT HEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 718" 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. 6.2. #14 FLAT HEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR TO -ANCHOR SPACING OF 2" ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/-1" TOLERANCE. 7. FOR ANCHORING INTO METAL STRUCTURE USE 414 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. S. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. B. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. Q Q = w Lu ZO -j x Z Y 9 W..; Z¢ �NBP w � s in g— an �4s� fD J' Q p o b a FUFN,fm M1�pLL �' ' o Robert J. Ammo, RE Florida P,E No. 49752 :��GENS %v ip No d9752 'V- tit STATE OF PRODUCT REVISED as m rh rw adtm tea Flortda 6uiW1 a 141: 2"526.04 "'a w. Data; 7122J2025 By.. ' al - Mlam � sda Raa¢f.06 itrol 2X WOOD 1/4" MAX. FRAME BY OTHERS SHIM SPACE (SEE NOTE 2, SHT. 1) #14 WS: 1 1/2" MIN. EMBEDMENT #12 WS: 1 3/5" MIN. EMBEDMENT #12 OR #14 WOOD SCREW 51 INSTALLATION ANCHOR 4 #14 WS: 1" MIN. EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. �q PROPERLY SECURED 1X WOOD BUCK BY OTHERS :,J'<;i•FJ•s.'`; (SEE NOTE 2, SHT. 1) d SHEATHING BY OTHERS EXTERIOR FINISH ERIMETER CAULK BY OTHERS BY OTHERS C VERTICAL SECTION WOOD SUBSTRATE 1/4" MAX. SHIM SPACE—{ — INTERIOR SHIM AS REQUIRED-1 II 1/4" MAX. SHIM S INTERIOR SHIM AS REQUIRED ANCHOR -TO -SUBSTRATE EDGE DISTANCES ARE TYPICAL AND MEASURED TO BOTH SIDES OF SUBSTRATE SHEET METAL W/SELF-DRILLING SCREW ILLATION ANCHOR / 3/4" MIN. EDGE DIST. (TYP.) 3 THREADS MIN. MENT BEYOND INTERIOR WALL METAL SUBSTRATE BY OTHERS (SEE NOTE 2, SHT. 1) 1 1/2" MIN. EMBEDMENT - CONCRETE 1" MIN. EMBEDMENT - MASONRY 5z 1/4" TTW TAPCON INSTALLATION ANCHOR p• 1 1/21N MIN. EDGE DISTANCE - CONC. p 2" MIN. EDGE DISTANCE - MASONRY t aCONCRETE OR MASONRY p BY OTHERS (SEE NOTE 2, SHT. 1) p PROPERLY SECURED 1X p WOOD BUCK BY OTHERS (SEE NOTE 3, SHT. 1) -r qcy^ Z WOOD BUCK PROTECTION BY ;� ;;.; .\••`;?'•���:;��t OTHERS (SEE NOTE 3, SHEET 1) `EXTERIOR FINISH PERIMETER CAULK-J BY OTHERS BY OTHERS D VERTICAL SECTION CONCREFEIMASONRY SUBSTRATE LOWER SASH JAMBS SHOWN. SIMILAR INSTALLATION FOR UPPER FIXED LITE JAMBS. 0 � =U s ~m LL U �� F w ❑o S� �W Q N 0 0 0 � V n., JZ 'OK W zF co ZN N D.aw�mBZ 0 mca j v5), OV}Zp J F Z U5) ows� ®a WU RZ $S T'Sn N U and V,9 tQ6 00 amBLL 7� o Robed J. AD w, P.E. Fladda P.E. No. 49752 No 49752 ?O STATE � �1114"ZONAL �N,Pe \—EXTERIOR FINISH PRODUCT REVISED PERIMETER CAULK BY OTHERS P.dntua.Florim Bulldin y BY OTHERS NDA-No. 20-0526.04 tr,a on Date • 712212025 (�) VERTICAL SECTION METAL SUBSTRNI taiam ado Pnadee 6 bol MAIN FRAME WHITE RIGID PVC TYP. WALL TICKNESS 0.070" 4.170"� 2.730" GLAZING LI Mi. HANDLE g WHITE RIGID PVC TYP. WALL THICKNESS 0.055" 0.306" 0.953" �-- GLAZING BEAD STOP I'MrF MBEAD ANDJANBS 1 1 WHITE RIGID PVC TYP. WALL TICKNESS 0.070" © PIVOT BAR METAL 0.559" 0.173" I -T 0.368" --� 237T � 71-1.122" IMPOST MULLION/FI7iED O MEETING RAIL WHITE RIGID PVC TYP. WALL THICKNESS 0.06T IL30---i,-� GLAZING BEAD STOP/SASH 7O WHITE RIGID PVC TYP. WALL TICKNESS 0.055" 0.329"---J��i[ Q REINFORCEMENT STEEL TYP. WALL THICKNESS 0.06" 0.434" --4 { -0280' (TYP) ��+------0.730" © CONSTANT FORCE BALANCE 0.665" +0.000-0 1 00 1.220 DIA. MAX. +0.000 1.665" -0.100 0.525" --�-I SASH FRAME WHITE RIGID PVC TYP. WALL THICKNESS 0.070" 1.6i56" J_ +II��51��1ii Ill 1.000" r+ - •-� 630" INTERLOCK COVER ® WHITE RIGID PVC TYP. WALL THICKNESS 0.075" 0.914r r rF---1.722" Q REINFORCEMENT STEEL TYP. WALL THICKNESS 0.05" 0.730" 0 ---a►l-- 0.935" CAM SWEEP LOCK STEEL TYP. WALL TICKNESS NA �+- 2.836" -� 0.687" 1 1" 2.062" 0.736' I ® SASH STOP FRAME COVER WHITE RIGID PVC TYP. WALL THICKNESS 0.070" �15 1.63�--�•�---►� POCKET INSERT 90 WHITE RIGID PVC TYP. WALL THICKNESS 0.070" 9.eao t.t�s O SLOPED SILL COVER WHITE RIGID PVC TYP. WALL THICKNESS 0.075" Lr 3.450" --- � 21�„ 1�0 WHITE RIGID PVC TYP. WALL TICKNESS 0.060" HURRICANE TILT LATCH STEEL - ZINC COATED 0.697" 0.116" 1-4 0.345" -: �D.377" 0.168"I' '4--• -r }' lsoe 5.622" U 0.669" 0.803" 1.017 D.544" 0.323" 0.205" 0.709" f 2.260, ,�= u . 1.067" cl O 1 0.709' 7 0.157"-T N � m m W a o a 4 m o U � a 6 QN ¢ G}7 w y W Y � ?ia o O �:I X Robert J. Amoroso. P.E Florida PA No. 49752 No 4975 STATE OF PRODUCT REVISED ' oei IWIng Cod ~Ah oho FloeWa NOA1 Alo. 20-0528,04 neon D�4• 7l22/2028 sr 'y'QQ .. Man�w.PtoeW�so vot T 2 mas[ererame impost Mullion FLud CeMerSection (Ph ed Meeting Rail) IV White 7780 IV White 1063/7135 Energi/Royal EnergilRoyal While PVC (2) White PVC (2) 3 Sash Frame (Operating Sash) W White 1262177 00 Enargl/ Royal White PVC (2) 4 Sash Stop Frame Cover Head N White 1070/7736 Energl/Royal White PVC (2) 5 Sloped SHl NWhita 118117738 Energi/Royal White PVC (2) 6 Glazing L Mmn Handle (Operating Sashes) IV White 106817747 Energi /Royal White PVC (2) 7 Glazing Bead Stop (Operating Sashes) _ 1VWhite 10/1717745 Eneral l Royal White PVC 21 12 Rebartlng SashlLoek Sash lMpaet Lack TopB Bottom/Heavy ST-226-144.0.052 Hygrade Metals .g6"Gatr.(1) Metals I J4 lbminiess Steel Staples 318 %12 Sash I BEA 80110 1 Smdh Staela 36 1.75 White Balance Plug 2130040077 Lamatek 37 11 CS025 JamosS rin Wbe 38 Accesso Parts Installation Translucent 02-MX0150010C2 Nova and Silicones Used to secure 39 Hurricane Tilt Latch 1057A.003-EW Vision lnduslrlos operalinasashto 45 1• Tek WI 314" Tek / Itrpade Metabspedfl.tl-n: AISI U%t. WM CSType A.nd 0,301d In so 1-Mdd Stnryph,G40 G.Ivanitcd ENERGI FENESWTION SOLUTIONS USA, INC. PERCIMRENTMW4O-DADENOTICE OF ACO:PTANCE(NOA). 1/2" GLASS BITE 7/8" O.A. LAMINATED GLASS INTERIOR CONSISTING OF: EXTERIOR LAMINATED GLASS - (2) NOMINAL 1/8" ANNEALED GLASS W/ 0.090" KURARAY AMERICA INC. TROSIFOL INTERLAYER, 7/16" AIRSPACE W/ STAINLESS STEEL SPACER (TYPE ;9 LU o' C o � oN a o F jW 11 SS-D), INTERIOR 1/8" TEMPERED GLASS EXTERIOR GLAZING DETAIL 1 3 OPERATING SASH JAMB SHOWN. SAME AT HEAD AND SILL. } s _ z w � 0 o .. � 11 INTERIOR 19 / I 1 / 1/2" GLASS BITE EXTERIOR i `— 7/8" O.A. LAMINATED GLASS 22 CONSISTING OF: EXTERIOR LAMINATED GLASS - (2) NOMINAL 1/8" ANNEALED GLASS W/ 0.090" KURARAY AMERICA INC. TROSIFOL INTERLAYER, 7/16" AIRSPACE W/ STAINLESS STEEL SPACER (TYPE SS-D), INTERIOR 1/8" TEMPERED GLASS GLAZING DETAIL 2 FIXED LITE HEAD SHOWN. SAME AT SILL AND JAMBS. SILL GLAZING BEAD IS ITEM NO. 10. t7 iz Y—H z= m N Y D a -L'g-� wED z ,O m g o :3' U5 5 e gxLin �llLL N Q0 yj 0 J ni 4 ®5 qEa' c4^o �m y v �mw NT US �M�LL F o, n � Robert J. Amonmo. P.E. Flatda RE No. 49752 V 'LjpMES q!"' CeNSF..gG� No 4137sz STATE OF :;cc: ISED dr. Florida wszs.oa V12212025 tml