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HomeMy WebLinkAboutNOA - Double Hung WindowZ13,y S MIAM4Mom DADE FC'r4$AMI-DADE COUNTY CONTROL SECTION 11805 SW 26 Street, Room 209 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION REVi mV ELF -2590 F (796) 315-2599 NOTICE OF ACCEPTANCE (NOA) r+��r �.�.� A.�." . _ wvxwx.miamidade.Qov/buildiny 2000 Locust Gap Highway ST. LUCIE COUNTY Mount Carmel PA 17851 �bocc 4V-7-- This DESCRIPTION: Series "5305 Tilt" White PVC Double Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung I"mpact Vinyl Window", 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 - MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1 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. 20-0512.01 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. NOA No. 20-1103.08 Expiration Date: May 06, 2025 MtPbADECOu Approval Date: January 21, 2021 01 /21 /2021 Page I 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. 09-0122.05) 2. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 8 of 8, dated 01/12/09, with revision J dated 01/08/18, 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 5305 tilt double hung vinyl window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-11422-2, dated 10/02/08, with revision dated 01/08/09, and addendum letter dated 03/12/69, all signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 09-0122.05) 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 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. 20-0512.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 06/01/15 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. 15-0618.02) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Sifang Zhao, P.E. Product Control Examiner NOA No. 20-1103.08 Expiration Date: May 06, 2025 Approval Date: January21, 2021 E-1 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. NOA No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. NOA No. 18-0122.02, issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, expiring on 02/28/23. 3. ENERGI Fenestration Solutions Data Sheet for compound product No. 3242/8007, Rigid PVC Building Products Profile Extrusion compound designed for Windows and Doors dated May 19, 2016. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6" 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. 18-0122.14) G. OTHERS 1. None. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", 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. 18-0918.04, issued to Regency Plus, Inc. for their Series "5205" Outswing White PVC Casement Window — L.M.I., expiring on 05/06/20. Sifang Zhao, P.E. Product Control Examiner NOA No. 20-1103.08 Expiration Date: May 06, 2025 Approval Date: January 21, 2021 E-2 REGENCY PLUS, INC. SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW LARGE MISSILE IMPACT INSTALLATION ANCHORAGE DETAILS NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7lh EDITION 2020 FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE HVH 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. 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. NCTLA 10-11422-2, DATED 10102108, WITH REVISION DATED 01108/09 AND ADDENDUM LETTER DATED 03/12109 BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK, PA, SIGNED AND SEALED BY HAROLD E. 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: 52.1. GALVANIZED STEEL TUBE (0.730" X 0.434" X 0.06" THICK, Fy = 30-50 ksi & Fu = 37.5-68.7 ks) - SASH PERIMETER 522. 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. 6.12. GLASS THICKNESS: (1) LITE OF 118" NOMINAL TEMPERED GLASS TO THE INTERIOR AND (1) LITE OF LAMINATED GLASS TO THE EXTERIOR. 6.1.3. LAMINATED UTE: (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. 62. 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 9D 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 1116" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. FOR ANCHORING INTO CONCRETEIMASONRY USE 1/4" FLAT HEAD TAPCONS (CS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2" MINIMUM EDGE DISTANCE AND 1" MINIMUM EMBEDMENT 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- 1" 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 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 (INS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112" 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 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. 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 (SMSrrAPPING/SELF-DRILLING SCREWS) 4 VERTICAL SECTIONS - COMPONENT ID & GLAZING DETAIL 5 HORIZONTAL SECTIONS - COMPONENT ID & FRAME CORNER CONSTRUCTION 6 VERTICAL SECTIONS -WOOD AND CONCRETEIMASONRY SUBSTRATE ANCHORAGE 7 VERTICAL SECTIONS - METAL SUBSTRATE ANCHORAGE & INSTALLATION NOTES S HORIZONTAL SECTIONS - WOOD, CONCRETE/MASONRY & METAL SUBSTRATE ANCHORAGE 9 COMPONENTS 10 BILL OF MATERIALS &COMPONENTS Robert J. Amoroso, P.E. Florida P.E. No. 49752 No, PRODUCT REVISED p M. FloridaBu1Hln�hAn N M NOA-No. 20.1103.08 Cglr.N.. D.n05=12025 e l :7 rir. .. r..eeC..D. 53" MAX. FRAME WIDTH 4918" TOP SASH WIDTH 45 4" TOP SASH D.L.O. WIDTH 32LtTOP 36B"TOP 16 SASH 77" MAX. SASH HEIGHT D 5 %� 1; 5 D.L.O. FRAME V �� �� HEIGHT HEIGHT 361 II 4 u 33 a OM E BOTTOM 5 " SASH 5 SASH X D.L.O. HEIGHT 11 �� HEIGHT i \ 4 461� BOTTOM DETAIL 1 In (SEE SHEET 5) D.L.O. WIDTH 50 e" BOTTOM SASH WIDTH SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING (PSF) IMPACT RATING +55.0/-55.0 LARGE MISSILE IMPACT SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING o m $ SCREWS) OR CONCRETE/MASONRY SUBSTRATE (CONCRETE SCREWS) k^ o 0m W o n w Z a D O s c O p a _ 7 w a = W 3" FROM CORNERS @ HEAD & SILL TYP. 8 u C 8j I ti Rail 1 _ 2" O.C. u �j TYP. EACH SIDE OF MEETING RAIL �a 15 78" O.C. TYP. @ HEAD & SILL 6" FROM JAMB CORNERS TYP. 1 2" O.C. TYP. FOR WOOD SCREWS. D 4" O.C. TYP. FOR 8 CONCRETE SCREWS. 8 14 4" O.C. MAX. TYP. WC SCREWS 13 4" O C MAX TYP SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW EXTERIOR VIEW -ANCHORAGE WOOD AND CONCRETE/MASONRY SUBSTRATES CONCRETE SCREW; INSTALLATION NOTES: 1. HEAD AND SILL ANCHORAGE THE SAME. 2. JAMB ANCHORAGE SAME. 3. +A 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) TRIANGULAR -SHAPED WEEP HOLE MEASURING APPROXIMATELY 1/2" WIDE BY 1/2" HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER VERTICAL LEG. 2. ONE (1) WEEP HOLE MEASURING 1" X 1/4" WAS LOCATED AT EACH END OF THE EXTERIOR SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR HORIZONTAL SILL FACE. 3. ONE (1) WEEP HOLE MEASURING 1-1/2" X 1/4" AND EMPLOYING A PLASTIC WEEP COVER WAS LOCATED AT 2-7/8" FROM EACH END OF THE EXTERIOR VERTICAL SILL FACE. Robert J. Amoroso, P.E Florida P.E. No. 49752 REVISED ."h t6. Flo�10� 53" MAX. FRAME WIDTH 4918" TOP SASH WIDTH 45 a' TOP SASH D.L.O. WIDTH 4 -r I \ , I ev.— 32's" TOP 36 8' TOP D SASH 77" MAX. SASH 5 • X 5 D.L.O. HEIGHT FRAME HEIGHT I �� HEIGHT 36 33 BOTTOM BOTTOM 5 • 5 SASH D.L.O. HEIGHT I X HEIGHT �v v� A 4 DETAIL 1 4618" BOTTOM (SEE SHEET 5) SASH D.L.O. WIDTH 50 B" BOTTOM SASH WIDTH SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR SELF -DRILLING SCREW) 3" FROM CORNERS @ HEAD &SILL TYP. � •e e' 81 u X CLMeeting Rail 2" O.C. TYP. EACH SIDE " OF MEETING RAIL u X �v 1518' O.C. TYP. L —I @ HEAD & SILL 6" FROM JAMB CORNERS TYP. L e. II 2" O.C. TYP. FOR SMS SCREWS. 8 9 �' O.C. MAX. TYP. FOR SMS SCREWS u INSTALLATION NOTES: SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW EXTERIOR VIEW -ANCHORAGE STEEL SUBSTRATES 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 SPACING IS 2" OC. SERIES 5305 TILT VINYL DOUBLE WEEP HOLES: HUNG WINDOW WINDOW 1. ONE (1) TRIANGULAR -SHAPED WEEP HOLE MEASURING APPROXIMATELY 1/2" WIDE EXTERIOR VIEW BY 1/2" HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER VERTICAL LEG. DESIGN PRESSURE RATING (PSF) IMPACT RATING +55.0/-55.0 LARGE MISSILE IMPACT 2. ONE (1) WEEP HOLE MEASURING 1" X 1/4" WAS LOCATED AT EACH END OF THE EXTERIOR SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR HORIZONTAL SILL FACE. 3. ONE (1) WEEP HOLE MEASURING 1-1/2" X 1/4" AND EMPLOYING A PLASTIC WEEP COVER WAS LOCATED AT 2-7/8" FROM EACH END OF THE EXTERIOR VERTICAL SILL FACE. RobertJ. Amoroso, P.E. Florida P.E. N". 49752 p.�``��ME8 A4rrr. e +a`'�•4yy� AS.., nis`9No �rNOgpt PRODUCT REVI5ED py leg with th. FIor1A� andq toAn Noll-M.. 20-1103.05 Eiptmuon hnt. 0510012025 By 1i �3 Nl.mw.wr— merroeeoewr INTERIOR SEE GLAZING DETAIL 1, SHEET 4 VERTICAL SECTION HEAD -COMPONENT ID EXTERIOR � INTERIOR K VERTICAL SECTION SILL - COMPONENT M rvrrn��n �w�rrn��n B VERTICAL SECTION MEETING RA1LS - COMPONENT ID 1/2" GLASS BITE INTERIOR 7/8" O.A. LAMINATED GLASS CONSISTING OF: EXTERIOR LAMINATED GLASS - (2) NOMINAL 1/8" ANNEALED GLASS W/ 0.090" KURARAY AMERICA —�f INC. TROSIFOL INTERLAYER, 7/16" AIRSPACE W/ STAINLESS STEEL SPACER (TYPE SS-D), INTERIOR 1/8" TEMPERED GLASS GLAZING DETAIL 1 m �Lu A m O 00 —�Q o O ff.NZ_f.111 S Zap 3 n o Z Z-' O g v y=awzm z -J < m z ..Woo U cow 0� L70U ZO �48m W J F >W XoJO J3z N F F 11 Ion w V) Ern W a Robert J. Amoiuso, P.E. Florida P.E. No. 49752 V��`� 04?'.�,\C E NS•. AG4 No a9 q2 `FO: S7ATE`02Jw�. PRODUCT REVISED wIW U. Mdda B.Ir �o . NOA-No. 204 102.0a Emhatlon Date 0510512025 Rte �a agueControl N D D N D Gw N N N O rn N z m .-Too � m m�� m d m m 00 o y o y t.4 o>> O O z z vJ y t CIOr r� 0 z CTI _ N REGENCY PLUS, INC. �g rrI ,�.ss�p�l ,r9pB4,,. r; 2000 OCUSTGAPHIGHWAY PROJECTxa2oDatD '\ S 4 ° a o p '�i .' E' r — MT. CARM EL PA 17851 UPDATE TO 7TH � � $ ? e9 C r1�,•"' �= 1� "'%p+� i °. P T 10120/20 RJ t ZO, n ° �'t s ' z SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW- LMIEDITION (2020) FBC n ~ ' HORIZONTAL SECTIONS - COMPONENT ID & FRAME CONST Q N�E.9 '�2.9 ,� •o f11:m� in REVISED. NEW ANCHORAGE O .O S C = f :� O 2: N,+� e ° ��- °RA'^N �'' °ATE: AND FRAME PROFILE 4f29i20 RJ a�•>: „ �'� BB 1112I09UPDATE TO 6TH DRAweNc ND: 1+ O PTC Pmdu t De ' n Gmu LLC - ED. 201 FBC 118/18 RJ o e E� ,4i��ro''•;..� n in P, N.T.S. RPLS0064 ( 71 PO Box 520775, Longwood, FL 32752-0T75 F.. I.1 321-..17 a inro®P�m.Wm L sHEEr: 5 OF 101-1DescrmnaN Dsre er FBPE Ced. °f A Ah. No. 25935 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 54 1/4" ITW TAPCON INSTALLATION ANCHOR a �1 1/2" MIN. EDGE DIST. vd''v 1 1/2" MIN. ' v EMBEDMENT v r 1 /4" MAX. SHIM SPACE B VERTICAL SECTION WINDOW CONCRETE SUBSTRATE HEIGHT 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) 1 /4" MAX. SHIM SPACE 9 1 1/2" MIN. EMBEDMENT 1/4" ITW TAPCON I 1-1 1/2 MIN. 54 INSTALLATION ANCHOR T' EDGE DIST. A VERTICAL SECTION CONCRETBSUBSTRATE #12 OR #14 WOOD INSTALLATION #14 WS: 1" MIN. EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. SHEATHING BY OTHERS EXTERIOR FINISH �£ BY OTHERS PERIMETER CAULK BY OTHERS (:B 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 1 /4" MAX. r 1 SHIM SPACE INTERIOR WINDOW HEIGHT 1/4 " /4" MAX. SHIM 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 #14 WS: 1" MIN. EDGE DIST. (SEE NOTE 2, SHT. 1) #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X #12 OR #14 WOOD SCREW WOOD BUCK BY OTHERS INSTALLATION ANCHOR 53 (SEE NOTE 2, SHT. 1) A VERTICAL SECTION WOOD SUBSTRATE o m 0 u kLL oa �o �m z W 0 o z w Or � O F Z ` r. a ao wo ao w �W� N w 0 o m �0 a $ 0 Go oz �� zF a 0 zF =Q wu) �m Z o. Jm z � iyy 00 Z� � B� o�tjW �a 0 J=w pLL N rL) oO Z of Z ®¢' Np 0 I ti wQ �a, wwn0 oR a m�LL 0 Robert J. Amoiuso, RE Florida P.E. No. 49752 No PRODUCT REVISED I p MM 14t Fiortdt NOA-M� � How -Net 20-1103.0e uplotlte Raft 0510612025 #14 SHEET METAL SCREW/SELF-DRILLING SCREW 3/4" MIN. INSTALLATION ANCHOR EDGE DIST. (TYP JNIS/ EXTERIOR FINISH BY OTHERS a'j PERIMETER CAULK BY OTHERS METAL SUBSTRATE g O BY OTHERS = m (SEE NOTE 2, SHT. 1) o R w ~ N_ O ° Q Z 3 THREADS MIN. a o ABEDMENT BEYOND 3 INTERIOR WALL 1/4" MAX. w FSHIM SPACE INSTALLATION NOTES: 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: ANCHOR -TO -SUBSTRATE 1.1. WOOD FRAMING, EDGE DISTANCES ARE 1.2. STEEL STUD FRAMING, TYPICAL AND 1.3. ALUMINUM FRAMING, AND MEASURED TO BOTH 1.4. CONCRETE AND/OR MASONRY. 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 CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. B VERTICAL SECTION WINDOW 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL WHEN 1X BUCK IS USED, INSTALLATION ANCHORS WILL METAL SUBSTRATE HEIGHT 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 INTERIOR THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DISSIMILAR MATERIALS MUST BE 1EXTERIOR SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 6 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1116" 1� OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 114". 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" IL41 a MINIMUM EMBEDMENT INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4" MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED. 1/4" MAX. ANCHOR LOCATIONS HAVE +/- 1"TOLERANCE. �O SHIM SPACE p 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: PERIMETER CAULK 6.1. #12 FLAT HEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM BY OTHERS 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 1 112"MINIMUM EMBEDMENT INTO SUBSTRATE WITH V 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+I- 1"TOLERANCE. EXTERIOR FINISH +7 3/4" MIN. 3 THREADS MIN. BY OTHERS }-EDGE DIST. EMBEDMENT BEYOND (TY I INTERIOR WALL #14 SHEET METAL METAL SUBSTRATE SCREW/SELF-DRILLING SCREW BY OTHERS INSTALLATION ANCHOR BB (SEE NOTE 2, SHT. 1) A VERTICAL SECTION METALSUBSTRATE 7. FOR ANCHORING INTO METAL STRUCTURE USE #14 FLATHEAD 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. B. 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. Q Robert J. A.—., P.E. Florida P.E. No. 49752 No PRODUCT REVISED osw7lh 6,u FIMd, mem MOMIa 204703.OB 6>pim0on D.1.0610612025 YFr-d—t C—tmg 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 3/8" MIN. EMBEDMENT #12 OR #14 WOOD INSTALLATION #14 WS: 1" MIN. EDGE DIST. LJoU #12 WS: 7/8" MIN. EDGE DIST. q �� PROPERLY SECURED 1X tax WOOD BUCK BY OTHERS (SEE NOTE 2, SHT. 1) d SHEATHING BY OTHERS EXTERIOR FNISH PERIMETER CAULK BY OTHERS BY OTHERS C VERTICAL SECTION 1/4" MAX. SHIM SPACE INTERIOR SHIM AS REQUIRED-1 ANCHOR -TO -SUBSTRATE EDGE DISTANCES ARE TYPICAL AND MEASURED TO BOTH SIDES OF SUBSTRATE #14 SHEET METAL A3/4 CREW/SELF-DRILLING SCREW MISTALLATION ANCHOR N. EDGE DIST. (TYP.) 3 THREADS MIN. MENT BEYOND INTERIOR WALL METAL SUBSTRATE BY OTHERS (SEE NOTE 2, SHT. 1) `EXTERIOR FINISH PERIMETER CAULK- BY OTHERS BY OTHERS VERTICAL SECTION MBTAL SUBSTRATE 1/4" MAX. SHIM SPACE 1 1/2" MIN. EMBEDMENT — CONCRETE SHIM AS REQUIRED 1" MIN. EMBEDMENT - MASONRY 54 1/4" TIW TAPCON INSTALLATION ANCHOR Q• ' 1 1/2"" MIN. EDGE DISTANCE - CONC. Q�I 9 2" MIN. EDGE DISTANCE - MASONRY l 9 V— CONCRETE OR MASONRY BY OTHERS d (SEE NOTE 2, SHT. 1) Q Q PROPERLY SECURED 1X WOOD BUCK BY OTHERS (SEE NOTE 3, SHT. 1) WOOD BUCK PROTECTION BY ?:!•�;; i:!:;r'.:\":1 OTHERS (SEE NOTE 3, SHEET 1) EXTERIOR FINISH PERIMETER CAUL BY OTHERS BY OTHERS �L1 VERTICAL SECTION CONCRETE/MASONRY SUBSTRATE UPPER SASH JAMBS SHOWN. SIMILAR INSTALLATION FOR LOWER SASH JAMBS. Ra6nrt J. Am..s., RE Flodda P.E. No. 49752 No PRODUCT REVI6E11) pt�dn� vARt tlu FloAda NOAtod ro•-ee. 20n103.oe Expiration Rate 09/0612025 Yla a e rmduct t:ontmi 0 0 0 S KLL oa mo �m W 0o U MAIN FRAME O SASH FRAME 2 O SASH COVER O SASH STOP FRAME ® 5 SLOPED SILL COVER O o m¢ z o WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC COVER WHITE RIGID PVC o- a wo 0 n w TYP. WALL TICKNESS 0.070" TYP. WALL THICKNESS 0.070" TYP. WALL THICKNES 0.065" WHITE RIGID PVC TYP. WALL THICKNESS 0.075" ' w w ' ----4.170" TYP. WALL THICKNESS 0.070" J Y 44114 �Ilul 1.000" r 15 0.565" 3.450" � ° m o 1.400" 1.350" 3.250" --1.530" 1.635"-" Oz .. GLAZING LIF fRAH. HANDLE GLAZING BEAD STOP 7O INTERLOCK COVER ® POCKET HEAD COVER REINFORCEMENT Qp STEEL � u x a ? c0 t` z z x F 9O WHITE RIGID PVC © WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC TYP. MALL x<w� w m Z TYP. WALL THICKNESS 0.055" TYP. WALL TICKNESS 0.055" TYP. WALL THICKNESS 0.075" TYP. WALL THICKNESS 0.06" J a a , -i m �Z w �0.306" -(THICKNESS 0.070" 'I 1.857"T 0.434" w W U 00 0.953- ys� 0.891" "VVSSI- 0.914" ((// ILL--�.1t�-� ���1� 0.280° (fYP) V� O 5 U � 8 0.329' f 1.722" J� 0.85" 1.077 F I I Lou g g P� 16 1.121" ail l��l N r � - �--�-0.730" � I to W tj oR of a t- ® CAM SWEEP LOCK 19 FACE MOUNTED KEEPER ®CONSTANT FORCE � a m STEEL STEEL BALANCE a TYP. WALL TICKNESS NA TYP, WALL TICKNESS 0.070" Robert J, Amoroso, P.E. 1.750" t0,000 0.665" Fladd. P.E Na. 49752 I��.yi -2.836"-� b _0.100 \\%! jf'MES ;�\cEN$F 0.6e7" ill1.326" ® ® o �� 0.070" 1.220 DIA. MAX. t0.000 1.865" qQ� Na 49 52. LOy Q " °WS 2.062" _0 .,1D0 STATE�S1' 0.735" �yiy �ONA� �p•� 0.525° PRODUCT REVISED Ou;mpylnp with th. Fludda doing tod. NDw-No. 204103.08 E.p1rati- D.I. 05/06/2025 By Mlaw-eade Product Control Ultra -Fab Series 5305 Double Hung / Bill of Material 12: Iturn No. D.scription I Part N.mb.. jSupph.r I Froma, Components I , Master Frame ... . .......... - ------- . . .... . .... ...... . ... 780 Erw IlRpital . ..... . . .... Wyn!W I .................. . . ..... . . . ........ 2 Sa*hFrame Rast�j ............... . ..... . .......... . . . .. ............. t.12821!?Aq Royal Whh.pvc.(2) 3 Sash Coverlilead E-qifftyal White PVC (2) HURRICANE N La 4 Se.b Step F.- Cover IV White 1070 17736 Emngll R.Voi White PVC (2) x on X: 5 Sloped Sill Cover IV White 1181 /7738 E-gilRoyal White PVC (2) TILT LATCH r- " in 6 Glazing 1.11U.11 Handle (Op .. fing So.h..) IV White 1 DOB 17747 En-U11R.yad Wh . PVC (2) Lu 0 STEEL - ZINC COATED 1- 7 Glaring Bead Slopes p�! �tl. IV Whit. I D67 / 7745 Knorgy at mile PVqA2)O uj N- Lu g 7 - -------- V 17727 Whit VC 0. . 2 . . 9 Pocket Cover Head FIV= IID-1'3 724 It Whit. PVC �2) OL t: a- 0.697" U.] 10 Operating Sash P.ri-torsill.avy R.I.r...m..t Ilygrad. M.tal. .06" GaIv. (1 11 1# 6 x 513" Tek !Sash ReIntorce,mem, Fastener 117595 GLF Corporation 0.176" 0.34r 0.323" Weath-trippmg .210,300FIn S�IlncclwwtCover 11073 1772T f Frame Head W23303NWOOGO 0.205" 210i.300 7L31 Llr:-, Bill VV23303NWODOO Ult.-Fab FF .2, .300 Filn Se I S*.'. Pocket Cover - L 58111 L7 W23303NWODOO Uh..F.b 12A 11' on .210 ..300LU�S�.IS..hF, Me 112821T�LIL.ckS..h it231q?L�%�000q. hr�!:F��L 0____ Y__ -w- 0.377" 0.709" u) 0 .210 ..300 Ff. 5.1 Sash From. t 12821775D I Lock Sash W23303NWODOO Uh.T-.b E zz I 12EI .187 ..300 Fin S..I Interlock Cover I 11:1 27T. or ..h W23301NWOG0 0.166" 12C .270 'E' 2 - 7 x.300 Fin Seat Interlock Co 7727 Luck �h W2330INWOOOO 0.377" OU) r .. 5177 a Ultra -Fab .18 x.AjO Fin SL�jla.h Frame _1SInq!2_Le0 Screen From. W112257WO000 13 200 x.340 H-Bult, Seal Sash Frame 128217750 Mock Sash E207ISM20210 Ultra -Fab 1.906" 2.260" z F- z z Glazing U.1 1552 Sik�flex, Black 5.622" Z jSlka US 1 0 14 Wei .. (Operating Sash L) Z Is ;Gal 0 5 -h E.W�Ymm �L. US !qHurricane 12!,l I:L .PT ;�i Cardinal .=�Wt. r0.669" 10 ; . n 0 2 Is KL.2p.,`S..h EMS 2.T.., 0.9 - 0 117 L-k' "" 121,18-41K4.125,032.064 I Frank L.- 1 0.803" 1.067" 0 26 W Zj L) "" "ITM! L Ed',, S Sp ... r(SS4)TYPE) 18 ER -.. L.- i T- z Face Mounted K-p., ]Trull, H.,d..,. 0 19 jSt..I 0. =1 U) S.,... comp ... tts(riot.11l mponentsID'ed in-clion via 1.012" 0.709" w Op -1 20 Log F. _j 9 Tt 11 0J �IrUl, -NO. White 06516NEW192 Sh.w. Unlimited 21 Vouble Lea From Now Whit. 06515NEW 192 Shapes Unlimited 22 Tension Spn.Sls (300 2504 Adept U) -i i-: 3G02606 Phifer FJ LL 23 Fiberglass Screen Cloth Charccal/60"x%' 0.157"-T 0.544" 24 Scree. spline EX-rLX-Ql§5-BK Ip.,W Plar.b. US PO 25 Aluminum Corner Keys CK252)(260 Hyqr.de Metals U1 -1 aBZ 28 -.ClipCIe.r H-BB4 Product Design 27 Scream Clip Cie., M-3150 Product Design M IF .9 U) Misc.Co ponents, Hardware and Hardware Fasteners (not all components ID'ed In section views) w _28 361b.3.ColIJ984S.rl../C._,,.IantF.r,,B.la,�. Ep 29 Not Used n/. .1. w I (A 49 30 Hurricane Tilt Latch 1057A-003-EW Vision Ind..ti.. a. T 31 PivotBarsi -ShapedHea 6987 Vision Industries 3.2. qAM T Swoop -OD3-EW R 31 __yya_ . . . . ............ . . .. . 123D�S. Truth - 33 Weep Hot. Cover Whit. H-8DBWWi- Product Design Mumbi Be, W5BW Hyg,.detA,tls PIVOT BAR Robert J. Amoroso, RE 35 M-tin Bar End PI., D58P Hygrade Florida P.E. E:N..49752 36 Interlock Cover 1, METAL I lfl� I LW* I HH-06 Vinyl RH Prod U.t, !RE!!-UnaH� -- .. 'T .� , 37 Flock Cover( C.P.=n, KH-66 Vinyl Cement RH Pr ducal 00, 0 38 Litimil End 56-C 01 S.I.L. Plastic 39 SIT-IM T311 112 Sash BEA80110 Smith Sup �Dp"2 .,F �No �49 40 P 3 Foam Black VY0511022 Li.d.nm.yr 4.1 ...7.5 WlRe.Balanw Plug. 21300-00OT7 L.,n.tk ... . ... . ............... __ .............. . . . .............. . . .... . ............... . . .............. . ...... 0.559" 42 p CS025 5mws S i" C HE - U Won Translucent 02-MX015001OC2 Nov and Silicones STATE 43 Access rjMlt 11. 0.352Z 0.173" STATE 44 Safe 5.1 L.ck 3220S"03-EW Vision Industries Jl A3 Salo ,Iepl lt,;�W 8292A.003-EW Vision Industries 45 # 5132" TFLRAM 0401275 G le (Sash Pivot Bars 1112003 IGLF C.,P..ti.n I L 47 #8-18 xo.UOFN.1ofShoU Ia. /Sash/ Hurricane Latch 137341 GLF C , orafin . ............ . . ........ 120376 _____________-GLF � o 0.5511, 0448" 92!:enq-A-- .... . ................. . . 49 #6 k do 12 116821 GLF Corporell n ,ID B Snoos) 1Z0766 GLF Con,oravon 51 116506 GLF C 12 It.elo Mae o") 0.368" 15 IWT 52 401168 GLF 1.1w Installation famnots 53 #12 OR #14 WOOD SCREW We 54 1114" ADVANC En THREAD FORM TAPCON 2.372" 1.122" 55 #14 SHEET METAL OR SELF -DRILLING SCREW steel PRODUCT REVISED norm, EuNAInla I n1a, I $tool .0 =Mth th. �21: Hn,,d, M,Ials SpMR,,don: A19 10uSt, 1010, CS Type A and B, JOW to W W Yield 5-,nh, GQG.N.Irad NOAN. 20-1103.00_ INERGI SMUMNS USA, INC, NOTIEl OF AcGYMNOF CNUAl. Expiration Dat.0510612025 By