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Product Approval (2)
MIAMI•MDJAWDE ep/ REVIE E® FOR MIAMI-DADE COUNTY �a qw$�Q CT CONTROL SECTION CODE COMPLIP"�It9V 05 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMI§ySQUUtJgPCO1 m Miami,Florida 33175-2474 VOARDCO DMINISTRATION DIVISION dam- e� 6d ( 86)315-2590 F(786)315-2599 OF A PTANCE NOA BOCC www.miamidade.gov/building s,Inc.Gap Highwayel PA 17851 This NOA is being issued under the applicable rules and regulations governing the use of construction g g g 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). File Cop This NOA shall not be valid after the expiration date stated below.-T-h&-Miam4-4 a ounty 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, inclu ' 'cane Zone. i DESCRIPTION Series 5205 Outswing White PVC Casement Window :`L: '` , PROVAL DOCUMENT: Drawing No. RPLS0061, titled "Series Tech 5205 Vinyl OS Casement Window—L.M.I.", sheets 1 through 7 of 7,dated 10/14/08, with revision M 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 Co ISSILE ACT: TING, Large and Small:Missile Impact Resistant ABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami=Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.20-0506.03 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. MtXilECf>UNTY NOA No 20 1103 07 Expiration Date May 06,2025 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. 08-1118.10) 2. Drawing No. RPLS0061,titled"Series Tech 5205 Vinyl OS Casement Window— LMI", sheets 1 through 7 of 7, dated 10/14/08, with revision L dated 04/28/20, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a white PVC casement window,prepared by National Certified Testing Laboratories, Test Report No. NTCL-110-11618-1, dated 10/02/08, signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1118.10) along with marked-up drawings and installation diagram of series 5205 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. (Submitted under NOA No. 20-0506.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), dated 09/03/15 and updated to the FBC 611 Edition (2017)with revision 1 dated 04/29/20,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under NOA No. 20-0506.03) 2. Glazing complies with ASTM E1300-04 CI. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). CII. 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.20-1103.07 Expiration Date: May 06,2025 Approval Date: January 21,2021 E-1 Reizency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 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 61'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. I8-012Z14) G. OTHERS 1. Notice of Acceptance No. 18-0122.14, issued to Regency Plus, Inc. for their Series `.`5205" Outswing White PVC Casement Window—L.M.I., approved on 03/08/18 and expiring on 05/06/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. RPLS0061, titled"Series Tech 5205 Vinyl OS Casement Window— LMI", sheets 1 through 7 of 7, dated 10/14/08, with revision M dated 10/20/20„prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.Amoruso,P.E. B. TESTS 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. 20-0506.03, issued to Regency Plus, Inc. for their Series "5205" Outswing White PVC Casement Window—L.M.I., approved on 03/08/18 and expiring on 05/06/25. Sifang Zhao,P.E. Product Control Examiner NOA No.20-1103.07 Expiration Date: May 06,2025 Approval Date: January 21,2021 E-2 REGENCY PLUS, INC. N �2 a SERIES TECH 5205 VINYL OUTSWING CASEMENT WINDOW a o LARGE MISSILE IMPACT kLL °LL Q Q N 5 5 Q U O W l-O 6 NOTES: INSTALLATION ANCHORAGE DETAILS a <o � a� w ❑_ w- p 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). w w >a 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 Y THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER GONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX 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. s o J V N o 0va 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-110-22725-1,DATED 2/14/20 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY JOSEPH A.REED,FLORIDA P.E. Z ¢ � 5. MATERIAL: 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA. Q F 5.2. REINFORCEMENT: W 5.2.1. GALVANIZED STEEL TUBE(0.935"X 0.73"X 0.050"THICK,Fy=30-56 ksi&Fu=37.5-68.7 ksi)-SASH PERIMETER Z(D rn 5.2.2. CONTOURED-SHAPED RIGID VINYL,ITEM NO.3 GLAZING BEAD USED TO REINFORCE FRAME-FRAME PERIMETER Z s 6.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA. J Q a U {� J 6. GLAZING: Y�wOOo rc 6.1. GLAZING DETAIL AS TESTED: U tq Z 6.1.1. OVERALL:7l8"NOMINAL INSULATING LAMINATED GLASS. w U¢Z 4 6.1.2. GLASS THICKNESS:(1)LITE OF 1/8"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. c)O U j —3. 6.1.3. LAMINATED LITE:(2)LITES OF 118"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. Jos e-"'a R 6.1.4. SPACER TYPEISIZE:7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). o _ e v L 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. N 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 U w MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A OUROMETER WHERE APPLICABLE. F 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. W m fn 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". a a M 9. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"HEX HEAD TAPCONS 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. Robert J.Arramso,P.E. Florida P.E.No.49752 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: �jy�pte ��%Iry'�j 10.1. #12 PAN 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. t�q+It,"95 A ,+� LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. `v,$47.45CENS ,y+Q&'�„- 10.2. #14 PAN 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 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS 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+1-1"TOLERANCE. 12, ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING TABLE OF CONTENTS 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S SHEET DESCRIPTION *���tat�tttlt' INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 1 NOTES MINIMUM STRENGTH SPECIFIED BELOW: 13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) 2 ELEVATION&ANCHOR LOCATION 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 3 VERTICAL SECTIONS-CONCRETE&WOOD SUBSTRATES 13.4. METAL SUBSTRATE:STEEL 18GA(0.0428'),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. 4 VERTICAL SECTIONS-METAL SUBSTRATES 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS, PRODUCT REVISED 5 HORIZONTAL SECTIONS-CONCRETE/MASONRY,WOOD&METAL SUBSTRATES 9ulial g= Ith the Florid. NOA-N.. 20.1103.07 6 COMPONENTS AND FRAME CONSTRUCTION Expiration 1!ate05/06/2025 7 BILL OF MATERIALS sy z. Ml.ml-Pad.Product Control 36"MAX. FRAME WIDTH N o. 34 1�'MAX. SNUBBERS LOCATED 28 SASH WIDTH 4"AND 17"FROM EACH ' k o m LL ~m MAX.TYP. _,o LL END AND MID-SPAN OF 4„ w o w F A A THE HINGE STILE WITH MAX.TYP. a Z s F s 5 N CORRESPONDING a ¢o a-- 3 4 HINGES ON THE HINGE °a� h z a°w JAMB - =w 7 El C 611s r.68 665n 6MAX. MAX. C5 5 MAX.I oFRAME VENT D aoN HEIGHT HEIGHT 5 DLO / zF a o I� II HEIGHT �Z e II �j II II / II z �W„ y co Wo mm r \ Op I� !I—zo rc $$ I MAX.TYP. I I \ I I w v Z ¢z a N „ �� DU— s,e�,n e w `N�_ U i, od5 „ w �� II \ II II \II ; n ... LLI ................................_..... ------... -- w ---------------- rn a LOCK CENTERLINE LOCATED��J I(� OPERATOR LOCATED 11" 4e 9"FROM JAMB(TYP.) FROM JAMB(TYP.) Robert J.Amoroso,P.E. MAX,TYP, Florida P.E.No.49752 �W�atttiyalpgj�� A A *�.+ bAhtE9 q�iy <E,3J SERIES TECH 5205 VINYL OUTSWING ���GE"� CASEMENT WINDOW � •. ` °°�$ ;�' EXTERIOR VIEW-ANCHORAGE g: 1 qq10 ii r STATE 29 8"MAX. <.afi�,�„{'Q���p.•`�rs:- DLO WIDTH I' HEAD AND SILL TION EANCHORAGE THE SAME. SERIES TECH 5205 VINYL 2. JAMB ANCHORAGE SAME. OUTSWINGCASEMENTWINDOW 3. +1-1"TOLERANCE ON ANCHOR LOCATION. --- 3A' TAPCON MINIMUM SPACING IS 4"OC. EXTERIOR VIEW 3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 2"OC. DESIGN PRESSURE;RATING(PSF) .IMPACT RATING,; NOTES: reonuer Rewseo plyCIngg with the Florida building otlo LARGE MISSILE 1,. MAXIMUM ACTIVE PANEL(SASH)SIZE:34.25"X 66.313"(34-1/4"X 66-5/16") ,455 0/55 0; 2. DAYLIGHT OPENING(DLO)SIZE:29.38"X 61.313" (29-3/8"X 61-5/16") N plmth, 2O•5103.07 ., IMPACTr �po-ageamteosioo/zozs 3. NO WEEP HOLES EMPLOYED gy M111l-0ade Produet Centro) Q Q Q PROPERLY SECURED 1X 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 42 PROPERLY SECURED 1X m WOOD BUCK BY OTHERS 43 INSTALLATION ANCHOR WOOD BUCK BY OTHERS o 0 INSTALLATION ANCHOR N o (SEE NOTE 3, SHT. 1)� (SEE NOTE 2, SHT. 1) o N g WOOD BUCK PROTECTION BY 1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. o Q EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. 2X WOOD o OTHERS (SEE NOTE 3, SHEET 1)�, `BY OTHERS N 0v a SHEATHING (SEE NOTE 2, SHT. 1) $ =m w CONCRETE BY OTHERS--_ BY OTHERS --- - 0 p N i s p m 'a_ (SEE NOTE 2, SHT. 1) �'�__ ';'�' a 1 1/2" MIN. '•�:�a vv EMBEDMENT � +; #14 WS: 1 1/2" MIN. EMBEDMENT z z �N EXTERIOR FINISH V _ 1/4" MAX. BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT a aG wo ap w FSHINI SPACE ''' 1 Do Sa w :r�ry w EXTERIOR FINISH / —� a 1/4" MAX. BY OTHERS SHIM SPACE Y PERIMETER CAULK BY OTHERS 1 PERIMETER CAULK BY OTHERS <n 17 1 Iw- o vooi w 2 D Q ,7 .. 137 I'Z''S1 �� 4 00 13 2 _ �n3 6 ¢ z0 o r. D 7 U w 5 13 EXTERIOR 6 N= w mL) 14 mw9Q z 3 5 D''.(D.i woL E U. SEE GLAZING 14 " WINDOW EXTERIOR DETAIL 1, INTERIOR C}i U)I,-iz SEE GLAZING R R 3 WINDOW Z 7)6>O HEIGHT I SHEET 4 r w a a zU q 14 3 SHEET 4 DETAIL 1. HEIGHT W O U� o r E N z �aLL cmO 13 5 14 3 5 `� xU �a�= w 15 4 13 4 w� ANCHOR-TO-SUBSTRATE L) m 6 EDGE DISTANCES ARE 6 w F 3 TYPICAL AND D w u R Q LL 2 7 MEASURED TO BOTH 2 7 u>; 17 SIDES OF SUBSTRATE 17 19 25 F o 6 ❑ o ❑ m o I 29 19 25 29 USED AS Robert J.Amoroso,P.E. 3 FRAME SILL Flonda P.E.No.49752 1 USED AS 1 pnitfiin PERIMETER CAULK 3 FRAME SILL REINFORCEMENT S+4�5NMES BY OTHERS I/4" MAX. REINFORCEMENT 1/4" MAX. �4ry�GEh.... �!p SHIM SPACE SHIM SPACE PERIMETER CAULK ds 52 Q^. EXTERIOR FINISH BY OTHERSfBY TTr�A.e• pp i{� OTHERS CONCRETE BYOTHERS o eQ 0'4 1 1/2" ?.SIN. (SEE NOTE 2, SHT. 1) E {> MIN. EMBEDMENT '�6�FEMBEDMENTEXTERIOR FINISH ! #12 INS: 1 3/8" MIN. EMBEDMENT 4��4SJONA� 6A e BY OTHERS PROPERLY SECURED 1X-1 i' r WOOD BUCK BY OTHERS —�1 1/2' MIN. 2X WOOD SHEATHING (SEE NOTE 3, SHT. 1) / EDGE DIST. BY OTHERS BY OTHERS WOOD BUCK PROTECTION 1/4" ITW TAPCON 43 #14 'WS: 1" MIN. EDGE DIST. (SEE NOTE 2, SHT. 1) BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR SHEET 1) #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X #12 OR #14 WOOD SCREW WOOD BUCK BY OTHERS PRODUCT REVISED INSTALLATION ANCHOR 42 (SEE NOTE 2, SHT. 1) eaudem9iMwlth the Florida A VERTICAL SECTION Non No. 20-1103.07 CONCRETE SUBSTRATE VERTICAL SECTION E>tptrati*n oato0510612025 A WOOD SUBSTRATE sy z 2 Mland-Dad*Ptalaet Control Q Q Q INSTALLATION NOTES: D: Q 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 1.7. WOOD FRAMING, c c N a 1.2. STEEL STUD FRAMING, 1.3. ALUMINUM FRAMING,AND o #14 SHEEr METAL 44 1.4. CONCRETE AND/OR MASONRY. N U O SCREW SELF-DRILLING SCREW =m B = / METAL SUBSTRATE 2. 2X WOOD FRAMING,IX OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO H m i LL H U INSTALLATION ANCHOR r PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE F ro Epp 0 BY OTHERS U o N o� F (SEE NOTE 2, SHT. 1) ARCHITECT OR ENGINEER OF RECORD. W F N w H r EXTERIOR FINISH 3 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME w F Z z d t Lu c BY OTHERS >' 3/4" MIN. 3 THREADS MIN. AND IX BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,IX BUCKS SHALL BE DESIGNEDANDANCHORED TO PROPERLY a pI- WLL C1 W -EDGE DISI. EMBEDMENT BEYOND TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS �� 7W a ,tw MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE W w =i- (TYP.) INTERIOR WALL ARCHITECT OR ENGINEER OF RECORD. rc 1/4" MAX. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF ill 6"OR GREATER OCCURS. -` Y SHIM SPACE MAXIMUM ALLOWABLE SHIM STACK TO BE I/4". -' S. FOR ANCHORING INTO CONTE V41T I lf2"MY USE i/4"HEX HEAD CE AND S WITH SUFFICIENT LENGTH TO ACHIEVER 1 H 2 MINIMUM • EMBEDMENT INTO CONCRETE WITH 1 1!1"MINIMUM EDGE DISTANCE AND 1"MBJIMUM EMBEDMENT INTO MASONRY WITH 2'MINIMUM EDGE DISTANCE.LOCATEANCHORSAS SHOWN IN ELEVATIONSAND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS Wo p r PERIMETER CAULK--- REQUIRED.ANCHOR LOCATIONS HAVE*1.1"TOLERANCE. Q LL 0 4 BY OTHERS 6. O FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: 0 w < fi.t. 412 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 718" w 1 F 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 H x 17 o WITH 6.2. A14 PAN HEAD WOOD SCREWS(WS) TH SUFFICIENT LENGTH TO ACHIEVE 1 1(Y'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1- ❑ y > I�sv J MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF TON CENTER.LOCATE ANCHORS AS SHOWN IN Q Q] 4 ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE./-1"TOLERANCE Li = W 2 D 7 FOR ANCHORING INTO METAL STRUCTURE USE 914 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH C7^-W Q i U U) g 7 TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM u =Q Ul F- Z 13 ANCHOR-TO-ANCHOR SPACING OF TON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR a w<w EXTERIOR I 6 LOCATIONS HAVE+/-1"TOLERANCE } LU O rc w 5 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR,CLARITY. z?Q}O o N o rc 14 SEE GLAZING 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITHASTM E2112. Cw9 C)U Z F u n o m EXTERIOR DETAIL 1, W-I� w WINGOW ANCHOR-TO-SUBSTRATE w o m o w w 14 SHEET 4 INTERIOR 3 HEIGHT N �Q '2 d EDGE DISTANCES ARE Q v�U AND m MEASURIEDLTo BOTH 7/8" O.A. LAMINATED GLASS CONSISTING w� a 13 5 SIDES OF SUBSTRATE OF: EXTERIOR LAMINATE:[) GLASS - (2) H w Ill-2° 15 4 NOMINAL 1/8" ANNEALED GLASS W/ w> 2 0.090" KLJRARAY AMERICA INC. TROSIFOL E uLU R m MTERLAYER, 7/IF" AIRSPACE W/ U) 6 0 STAINLESS STEEL SPACER (TYPE SS-D), w d a m 2i Q 7 INTERIOR 1/8" TEMPERED GLASS � Robert J.Amoroso,P.E. 17 L.lol.l0 13 Flonda P.E.No.49752 2 `` �ttai4lltll/J ,y 29 19 25 EXTERIOR INTERIOR x�a�,P1+9E& q f 1 3 USED AS / \ 4,��i...L41G.EliSF•*-Kv jt PERIMETER CAULK FRAME SILL 13@� Nv as 52 BY OTHERS_. REINFORCEMENT _ _---- _ 1/2' CLASS �9s STATr I�� +2r` BIlE 3 i���f20p104.ti�� � 6 . 3/4" MIN. 1/4 MAX. _ 15 - EDGE DIST SHIM SPACE ;aM� .----- 13 � ❑ EXTERIOR FINISH (TYP.) 3 THREADS MIN. BY OTHERS-� EMBEDMENT BEYOND #14 SHEET METAL M INTERIOR WALL ETAL SUBSTRATE SCREW/SELF-DRILLING SCREW BY OTHERS GLAZING DETAIL 1 PRODUCT REVISED INSTALLATION ANCHOR 44 (SEE NOTE 2, SHT. 1) eulial�eeng with teo Floddn VERTICAL SECTION NOA-No• Ant.0 103.07 6/20 ^ METAL Sl1N5'P2A1'E e.Ptranon barb 05I0812025 ML— ode Product Control 4 ¢• 1/4'• naAx. USED AS o Ce 2X WOOD - FRAME JAMB c SHlf.1 SPACE `= N � FRAME BY OTHERS REINFORCEMEN 1 4" MAX. SHIM SPACE- (SEE NOTE 2, SHT. 1) \ / t 1/2" MIN. EMBEDMENT - CONCRETE o Q INTERIOR SHIM AS REQUIRED ! 1" MIN. EMBEDMENT - MASONRY 3 1 31 14 WS: 1 1/2 MIN. EMBEDMENT _ 19 7 6 4 5 13 6 7 10 `" m m _ 4 43 1/4" ITW TAPCON INSTALLATION ANCHOR �� #12 wS: 1 3/ MIN. Eh1BEDfdENi 3 13 5 W o o <w 0^ F 3 o to F o Q• .Q. I 1/2"" n91N. EDGE DISTANCE - CONC. a oo wLL o" w #12 OR #14 WOOD SCREW 42 INSTALLATION ANCHOR 2•' MIN. EDGE DISTANCE - MASONRY _ V ..V w° CONCRETE OR MASONRY #14 W'S: t" MIN. EDGE DIST. V BY OTHERS r{�12 w5: 7/6" MIN. EDGE GIST. o0 0o V 'V (SEE NOTE 2, SHT. 1) �_�' SEE GLAZING \Q PROPERLY SECURED 1 m p C X N PROPERLY SECURED IA— WOOD BUCK BY OTHERS 0w `o z WOOD BUCK BY OTHERS ;.v':'i;:>i ;: 14 13 2 -, (SEE NOTE 3, SHT. 1) 0� 17 }+,`q ¢ (SEE NOTE 2, SHT. 1) WOOD BUCK PROTECTION BY } w SHEATHINGS 17 2 13 14 EXTERIOR yh '•`.' = OTHERS (SEE NOTE 3, SHEET 1) ¢ r� BY OTHERS w o J/ EXTERIOR FINISH ^ no . m F EXTERIOR FINISH PERIMETER CAULK PERIMETER CAULK) BY OTHERS vi=,u) m U BY OTHERS BY OTHERS BY OTHERS m c d-v> z z CL(7-i ulM Lu Sa� HORIZONTAL SECTION z ,�o o �p " WOOD FRAME SUBSTRATE ANCHOR-TO-SUBSTRATE c1 HORIZONTAL SECTION w 0 v z� �"E EDGE DISTANCES ARE coNCRETE/MAsorrRY W r�0 TYPICAL AND SUBSTRATE oa ow MEASURED TO BOTH N 2v �6 o$� 1/4" MAX. SHIM SPACE: SIDES OF SUBSTRATE Uz0 ¥� INTERIOR SHIM AS REQUIRED r� ®y $e 3 13 5 4 6 7 10 1 Ww 21, w #14 SHEET METAL wm R�m 44 SCREW/SELF-DRILLING SCREW w"' INSTALLATION ANCHOR 0 m Robert J.Amoroso,P.E. O 3/4" MIN. Honda P.E.No.49752 EDGE DIST. (TfP.) �''II/MESrl�4r� �1�} ...EN 3 THREADS MIN. „AlfNo d4 62 ` SEE GLAZING EMBEDMENT BEYOND INTERIOR WALL - -- oo ^`0•�1 �p'Z�}�0:c DETAIL 1, ^.9. STATE SHEET 4 ---METAL SUBSTRATE BY OTHERS O�%✓�� P''+��. .........-......--- -- (SEE NOTE 2, SHT. 1) "����Sg•�R�••'�S�C�� —f 17 � 14 13 2 PERIMETER CAULK- \----EXTERIOR FINISH BY OTHERS BY OTHERS PRODUCT REVISED pl vdlh lho Fioddn lulldIn9 bode Non-No. 20.1103.07 HORIZONTAL SECTION E.prmDo,Rot,05106/2025 METAL SUBSTRATE By _ mm mtiDodo Pmd,ol c�l.or OMAIN FRAME SASH FRAME GLAZING BEAD SCREEN FRAME SASH REINFORCEMENT 1 0.085" TYP. WALL THICKNESS O 0.080" TYP. WALL THICKNESS O 0.070" TYP. O 0.045" TYP. 17 0.05" TYP. WALL THICKNESS R m WALL THICKNESS WALL THICKNESS GALVANIZED o N m S 3.250 2.459--- o 0.552 x m o x 0.935- t� of ) _....._. 0.720 0.750 1.383 r o 2 g 0 m � R r W 1 2.527 0.62,4 L�O� 2.424 VD 1.031 _ 0./50 a a 9 �—�— 0.354—� ► 1.413 � 0.77?1 .._ � w w 1.412 .......... 0.311 0.510 n J { Ul 0 �:Z ozd OO z� m ZU > S� Z� V= w Z zOr WO at o ul H �aa-¢wm� z JQ OQ (LOwU)< o > F�Ow WELDED MITERED W0�>< 21Z CORNER CONSTRUCTION o o Z pp Nw �J d.9 N =Z Oa ©o �0 �® J2m WU w UR 7a� F Robert J.Amoroso.P.E. Florida P.E.No.49752 `ado jpMES�1��i4� q4; No A9 S2 Ct ' z 7E's I11 ON1110 aJ`� DETAIL 1 MAS^\ITCER I IFRAMnEI COI V T R V T I O I V PRODUCT REVISED Eullding GOCowlth tho Florldn NOA-No. 20.1103.07 (SASH FRAME SIMILAR) Exp1mtiun Daeo 05/0612025 By �� mmmtiDnea pmau�e eono-ol Series Tech 5205 Impact Casement/Bill of Material Item No. Description Part Numbers Supplier Material o m Frame Components E a 1 Master Frame IV White 1083/7783 Ener i/Royal White PVC 2 9 2 Sash Frame(Operating Sash) IV White 1084/7734 Energi/Royal White PVC 2 =M o do 3 Glazing Bead Stop(Operating Sash) IV White 1080/7753 Ener i/Royal White PVC 2 0. r o LL 6 LU Screen Components w w 11 4 Sin le Leg Frame New White 06516NEW192 Shapes Unlimited Aluminum a o o LL o al_ �o cap o 5 Fiberglass Screen'Cloth Charcoal/36"x 600' 3000020 Phifer Fiberglass w w 6 Screen Spline(H/W) _ EX•FLX-Q165-B_K_ Imperial Plastic USA_ 7 Aluminum Corner Keys CK252X260 Hygrade Metals Aluminum Y 10 Screen Clip Clear 8794352 Ashland Hardware 11 30PP12-18P50-9/16 X1 318 X 3 Foam Block W0511022 Lindenme r 12 Accessory Parts Installation Translucent 02-MX0150010C2 Novagard Silicones a g Glazing o o a o 13 Wet Glaze(Operating Sash) 552 Sikaflex Black Sika US o' 14 Operating Sash E366 2.7mm/0.90 PVB Interla er IG Hurricane Laminate Impact Cardinal Kuraray America,Inc.Trosifol PVB Z < o 15 Glass Setting Blocks Sash 2NB-8K-0.0062-028-064 I Frank Lowe Neoprene w/70 to 90 Shore A Durometer 16 ENDUR IG with XL Edge SS Spacer(SS-D TYPE) ICardinal Stainless Steel _ w N Reinforcement,Hardware and Hardware Fasteners(not all components ID'ed in section views ? r w a }m F U 17 Sash Frame Reinforcement(Operating Sash) ST-888-168-0.062 Hygrade Metals .050"Galy. 1 n a a.¢w m Z 18 Sash Lifter 22648 Amesbury/Truth w 19 Encore Awning Operator 51.11.00.211 Amesbury/Truth of 20 HGE CSM UL Assembly Egress 14.12.00.230 Amesbury/Truth w L)<z J a e 21 Encore KeeperLH 32627.93 Amesbury/Truth w F� 22 Encore LH Stud Bracket 14690.93 Amesbury/Truth o e 23 Encore Tie Bar Guide 33705 Amesbury/Truth 24 Encore Multi-Point Lock/Short/Gasket 24.30.32.004 Amesbury/Truth rw- ® m% 25 Encore Folding Handle 12616.32 Amesbury/Truth _ 8 LN arww 26 Encore Operator White Gasket 32658 Amesbury/Truth w N m 27 Encore Support Plate 23822 Amesbury[Truth W a m 28 Operator Spacer 215" Amesbury/Truth 29 Track Operator 14.5 Impact 32384.93 Amesbury/Truth Robert J.Amoroso,P.E. 30 MP Tie Bar Guide 14590.92.00.110 Amesbury/Truth Florida P.E.No.49762 31 Snubber Interlock 22999.92 Amesbury/rruth �tatitva,, 32 #10-24 x 11/16"Self Tapping Machine/Lock Handle 19128.92 Amesbury/Truth i!°�"j% gEEN n 33 #8 x 5/8"Tek I Snubber 120934 GLF Corporation ao4,;v E••Gs �4• No 43�52 ,3d #8 x 518"Tek 1 Stud Bracket 12093d GLF Corporation35 #8 x 518"Tek 1 Sash Hinge 120934 GLF Corporation 11"'�/ ' ct5 36 #6 x 5/8"Tek/Sash Reber H 117595 GLF CorporationT P•r�r'e7a 37 #6 x 5/8"Tek/Sash Rebar W 117595 GLF Corporation '�y� t On �C. 38 #8 x 1"Tek/Flat Head SS Tiebar Guide 119977 GLF Corporation testis AIt, "`� 39 #8 x 112"Pan Head/Keeper Screws 120145 GLF Corporation 40 #10 x 1"FLT Sharp Point/Operator Screws 127318 GLF Corporation 41 #5 x 3/8"Tek 1 Screen Clips White 116506 GLF Corporation Installation Fasteners 42 #12 OR#14 WOOD SCREW n/a n/a Steel 43 114"ADVANCED THREADFORM TAPCON We ITW Steel PRODUCT REVISED Ba...lIdl, CI tl.with the Florida 44 #14 SHEET METAL OR SELF-DRILLING SCREW We n/a Steel Non-r4e. a 20-1103.07 (1)Hygrade Metals Specification:AISI 1005 to 1010,CS Type A and B,30 ksi to 50 ksi Yield Strength,G40 Galvanized Explratlon Date 0510612025 (2)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). ey `" - rdiara Dade Proauet Control �� REVIEWED FOR MIAMI•DADE CODE COMPLIANCE MIAMI—DADS COUNTY �� ST. LIJCIE COUNT PRODUCT CONTROL SECTION C 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC IRM.NXES(RER) Miami,Florida 33175-2474 BOARD ANDXIHIE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 CE OF A TANCE NOA wW��.mi�midade.gov/btiilding Regency Plus,Inc. 2000 Locust Gap Highway ` Y f „ Mount Carmel,PA 17851 SCOPE: s NOA ' ng issued under the applicable rules and regulations g the .use of construction materials. The documentation submitted has been reviewed andF4 e ern Uii-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 i erem and has been designed-to comply with the Florida Building Code, mg ane Zo w. , the.High Velocity Hurricne. DESCRIPTION• Series"V ry W 5405"Whrte PVC Horizontal Sliding Window aL M I OVAL DOCUMENT:Drawing No.RPLS00 t -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- (:SING. n Product Co ec ' mall Mmpact nt:-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. N � _ NOA No.20 1103 09= nc itr __. � ii. f; Expiration Date Jul =22 2025; Y' ;Approval Date January 21,2021= Y 01/21/2021 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 5th Edition (2014), dated 03/31/15,with revision dated 09/01/15, and updated to the FBC 61h Edition (2017)with revision 1 dated 04/29/20,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under NOA No. 20-0526.03) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. Sifang Zhao,P.E. 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 611 Edition (2017), and of no financial interest, dated May 15, 2020,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. 2. Proposal No. 19-0312 issued to Regency Plus, Inc. by the Product Control Section, dated May 15, 2019, signed by Manuel Perez,P.E. G. OTHERS 1. Notice of Acceptance No. 18-0911.04, issued to Regency Plus, Inc. for their Series "5405" White PVC Horizontal Sliding Window — L.M.I., approved on 10/11/18 and expiring on 07/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. RPLS0063, titled"Series 5405 Vinyl XO-OX Horizontal Sliding Window—LMI", sheets 1 through 10 of 10, dated 01/12/09,with revision L dated 10/20/20,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.Amoruso,P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 71h Edition (2020), and of no financial interest, dated 10/20/2020,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. G. OTHERS 1. Notice of Acceptance No. 20-0526.03, issued to Regency Plus, Inc. for their Series "5405"White PVC Horizontal Sliding Window—L.M.I., approved on 07/02/20 and expiring on 07/22/25. Sifang Zhao,P.E. Product Control Examiner NOA No.20-1103.09 Expiration Date: July 22,2025 Approval Date: January 21,2021 E-2 m REGENCY PLUS, INC. o m SERIES 5405 VINYL XO—OX HORIZONTAL SLIDING WINDOW a LARGE MISSILE .IMPACTpe� wrc INSTALLATION ANCHORAGE DETAILS 0 w w o <o a� NOTES: a p 2a W ]o >a w I 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). • J Y � > 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETFJMASONRY OPENING IS T I THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. J 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,IX BUCKS SHALL BE o o DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR p N o MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. z y x a O 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. Z e 5. MATERIAL: 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA. 5.2. REINFORCEMENT: m ui 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 y= z •m � J 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 7 a as ON W -z 5.2.3.- LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA. DJ•4_j Fe w cI w 0- 6. GLAZING: z U)K X z N ^_ 6.1. GLAZING DETAIL AS TESTED: W C)V O J N E 6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. 0 0LU O gel 6.1.2. GLASS THICKNESS:(1)LITE OF 118"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. K o s 6.1.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A'0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. o 6.1.4. SPACER TYPE/SIZE:7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). N j 0r 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. rn ^ 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. w a8 0 w Of a�4m 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. to a 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". 0 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 Robert J..E.No. P.E. 9. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLAT HEAD TAPCONS ( ) Florida P.E.No. 9752 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. 1lgdtiRHi��, 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: p4�&�RMES 10.1. #12 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE TABLE OF CONTENTS WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS ,.4t ND 49 52 SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-V TOLERANCE. SHEET DESCRIPTION =- 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 1 NOTES SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-V TOLERANCE. 2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS) 11. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLATHEAD SHEET METAL OR SELF DRILLING SCREWS ISMS)WITH SUFFICIENT 3 ELEVATION AND ANCHOR LAYOUT(SMS/TAPPING/SELF-DRILLING SCREWS) LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND 1 1 - MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 4 VERTICAL SECTIONS-COMPONENT ID DETAILS.ANCHOR LOCATIONS HAVE+/-V TOLERANCE. 5 HORIZONTAL SECTIONS-COMPONENT ID&FRAME CORNER CONSTRUCTION 12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING 6 VERTICAL SECTIONS-WOOD AND CONCRETEIMASONRY SUBSTRATE ANCHORAGE 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 7 VERTICAL SECTIONS-METAL SUBSTRATE ANCHORAGE&INSTALLATION NOTES INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: HORIZONTAL SECTIONS-WOOD,CONCRETE/MASONRY&METAL SUBSTRATE PRODUCT REVISED 13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.56(HVHZ) 8 ANCHORAGE e,,,mply ao with the Florida 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI dGA-hi.. 20-1103.09 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 9 COMPONENTS Erzpi.tl..Data07122/2025 13.4. METAL SUBSTRATE:STEEL 18GA(0.0428'),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. 1; . 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 1 10 BILL OF MATERIALS&GLAZING DETAILS ev miamwaaa Fred—coa 4 a a 3"MAX. SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOWFRA m 74"MAX.FRAME - --._..... --— - -- ------ .._....------ --------- - --- -- ------ o 0 HEIGHT INSTALLATION INTO WIDTH WOOD SUBSTRATE (WOOD OR TAPPING 60"SAS[,HEIGHTH 32" 33" _ SCREWS) OR CONCRETE/MASONRY SUBSTRATE D.L.O.WIDTH D.L.O.WIDTH o N =p o LL 56 'D.L.O. A g g 57 2'D.L.O. (CONCRETE SCREWS) w o �a r F HEIGHT 4 4 4 HEIGHT a ¢o o_ wLL o at aw 7p Sa � w w J Y rc l J Meeting Rail o a LL zv `=a o 5 5 5 DETAIL 1 4"O.C.TYP. ?: 'g (SEE SHEET 5) z¢ o 0 4"O.C.TYP. 11 2"O.C.TYP.— cj QS v 6"O.C.TYP. 0� m it 6 �aati 7 Z / a�w o�p x A B Z0< XU n E 4 4 4 3"TYP. Cp06z —8. 352„SASH �� �� Xo2 Z J m$a WIDTH N ZZ !ALL azd 14 4"O.C. >U a SERIES 5405 VINYL XO-OX TYP. HORIZONTAL SLIDING WINDOW X O D co _-..-....-......-----.._._-........_.._...__.. -- WEEP HOLES: EXTERIOR VIEW g 8 w4 o'.�m C 1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL a m 2. .0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL Robert J.Amoroso,P.E. 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK Florida P.E.No.40752 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL ..... :� TRACK CENF.fall 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF s ��o No as s2 THE EXTERIOR SILL FACE SERIES 5405 VINYL XO-OX HORIZONTAL *_ 6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW 7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE ;pT' WOOD AND CONCRETE/MASONRY SUBSTRATES _ INSTALLATION NOTES: 'DESIGN PRESSURE RATING(PSF), IMPACT RATING' 1. HEAD AND SILL ANCHORAGE THE SAME. 2. JAMB ANCHORAGE SAME. LARGE,MISSILE 3. +/-1"TOLERANCE ON ANCHOR LOCATION. +55 0/ 55 0;° 3.1. TAPCON MINIMUM SPACING IS 4"OC. aeooucr reev�seo _.. IMPACT,. _......_..._. 3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 4"OC. as eomplCod with tha Flotltlo emmin¢coao N..-No. 20.1103.09 :yplmtlon oato 07/22/2025 eyG',..--�. MIaml-oade Product control Q Q ¢ K K K N 07 MA X. 74"MAX.FRAME SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW �_ o F OD HEIGHT WIDTH INSTALLATION INTO. METAL SUBSTRATE (SMS, TAPPING OR so"SASH 32„ 33" SELF-DRILLING SCREW) =W ~m [,H,EIGHT w W o 3 w w o D.L.O.WIDTH D.L.O.WIDTH o N 6a'D.L.O. A B' B 571 D.L.O. a azo o_ wg ow 0 HEIGHT 4 4 4 HEIGHT M o a j w w S Meeting Rail $ a N o C X D O E 4"O.C.TYP. csz w 5 5 5 DETAIL 1 4"O.C.TYP. o¢ (SEE SHEET 5) 2"O.C.TYP. 6"O.C.TYP. ¢ 2"O.C.TYP. 11 'O.C.TYP. 4"O.C.TYIP. LD pO 6"O.C.TYP. 7 I I TYP. a(D w oO „ L 9 / zUQ 0z qa A B BooOQ¢LU NEN 4 4 4 3"TYP. it-Z 352'SASH �� �� N >Zz p 6 �� WIDTH u,; (0t SERIES 5405 VINYL XO-OX wW B dw HORIZONTAL SLIDING WINDOWF X O N a oLL WEEP HOLES: EXTERIOR VIEW 14 4"O.C.J m TYP. = 8 E 1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL Robert J.Amo usa,P.E. 2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL $ / $�� Florida P.E.Na.43752 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 Q;sx;aPp BF 4pGin 5 TRACK .'`e rsoas s2 0; 5. .1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 7 SERIES 5405 VINYL XO-OX HORIZONTAL n THE EXTERIOR SILL FACE .. ....... ..... ........_.___._-- -......-- SLIDING WINDOW �•,�' ?oxs�? �?�` 7. 0.25'DI AMETER LOCATED MIDE BY 0.375"HIGH LD SPAN AT THE EXTERIOR SILLATED MID SPAN OF THE FACOR E TRACK EXTERIOR VIEW-ANCHORAGE STEEL SUBSTRATES INSTALLATION NOTES: DESIGN PRESSURE RATING(PSF) ,IMPACT RATINGS 1. HEAD AND SILL ANCHORAGE THE SAME. 2. JAMB ANCHORAGE SAME. s .LARGE MISSILE? 3• +/-1"TOLERANCE ON ANCHOR LOCATION. +55 OJ 55 O I 3.1. SMS,TAPPING OR SELF-DRILLING SCREWS MINIMUM PRODUCT REVISED IMPACT, SPACING IS 2"OC. ==,wiN'tna Fiartm NOA-No. 20.7703.09 e.ptr0 aon gate07/22/202S By Mlam-oa a Pro oct C,,tm Q Q � � K K N N l0 O VERTICAL SECTION VERTICAL SECTION , VERTICAL SECTION W ,03 A HEAD-COMPONENT ID HEAD-COMPONENT ID L HEAD-COMPONENT ID 'p W`✓ 3� W o u 17 a °aF oz ao & #GLA 17 D41 4 p00 41 ' 41 8O 08 za z an zx113n � 13 � . 1515 o z o 3B z ❑ 16 41 59 � �O 9 20 zTooFg26 20 21 20 a¢a o 0 ..z J SEE GLAZING SEE GLAZING a w o z 21 SEE GLAZING DETAIL 2, DETAIL 2, 21 DETAIL 1, �v~ir- x0 z�OfXi= DETAIL 1, SHEET 10 SHEET 10 SHEET 10 w Q C) ENE„ SHEET 10 o a J e EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR o zP � o = N 21 21 of 26 20 23 21 21 20 23 9 w a 22 20 5 22 20 5 o" m ❑ 13 — D 9 _ 13 anm 3B — n 16 15 17 15 ILIf II 1I Robert J.Amoruso,P.E. I Florida P.E.No.49752 rn� Lf tltitil11y7� 1 I I 16 16 16 t�� �apSa�PMES' !i/� 8 8 .�dOkQ a?C£Ng2 DA Q 18 p 33 �p p spy. v 4 4 17 18 3A 3A 1g 3A iisSfpN� Edaa VERTICAL SECTION VERTICAL SECTION B 0 VERTICAL SECTION SILL-COA%IPONENT ID SILL-COMPONENT ID SILL-CONIl'ONENT ID PRODUCT REVISED as complying with the Florida DUIIUIng code NOA-No. 20-1103.09 Expiration Date 07/2212025 ' sy L"sJ miaml-Dada Product control a SEE GLAZING o o. m DETAIL 1, N . SHEET ,0 12 13 15 INTERIOR m c _ 3 6 INTERIOR ,6 ,5 ,3 11 10 9 E 1 ^m =W .my O 51 In/ w �o '`a a 0 n� F_.w o a d a ao wo ao n 0 2 �w 3A w w 52 z �0 5 w �� 8 21 20 0 6 �� F m 20 �z o � 0 0 16 16 ❑ 0 a LL Aga o a ❑ ❑ -- " (9 20 a 21 d z QLL o SEE GLAZING 00 38 DETAIL 2, 4 Z=m ¢I- 1 25 13 14 15 SHEET 10 N=Q o Z m m Z J EXTERIOR EXTERIOR EXTERIOR �LLLL N� 10.0 � =o 19 v z�� X N "� HORIZONTAL HORIZONTAL HORIZONTAL w x �t- z o yO a $� SECTION SECTION SECTION N ;W B*JAMBM C OPERABLE LITE EETING RAIL FIXED LITEJAMBS-COMPONENT ID S-COMPONENT ID JAMBS-COMPONENT ID W o LUN `�?' w K 00 a 1 y = a0 Robert J.Amttuso,P.E. Florida P.E.No.49752 �4�q Ila d8 52 3A `� 11.1R'16 3B � 0 � 1 DETAIL 1 ���� —PR Bu1ltling lC g wlth he Florldo MASTER FRAME CONSTRUCTION Noa-No. ode20-„03.09 Etpimtlon Date 0 712 212 0 2 5 (SASH FRAME SIMILAR) By ��- mla,n Dade p� roduee conwl PROPERLY SECURED 1X #12 OR #14 WOOD SCREW 52 PROPERLY SECURED 1X N m 1/4" ITW TAPCON o WOOD BUCK BY OTHERS 53 INSTALLATION ANCHOR WOOD BUCK BY OTHERS c m INSTALLATION ANCHOR o (SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) 1 1/2" MIN. #14 WS: I" MIN. EDGE DIST. d WOOD BUCK PROTECTION BY EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. 2X WOOD w v OTHERS (SEE NOTE 3, SHEET 1) BY OTHERS $ mLL o v ' o SHEATHING (SEE NOTE 2, SHT. 1) w 00 a 0 F CONCRETE BY OTHERS ;7:`. 1 1/2" MIN. BY OTHERS E 'p w 3 wo (SEE NOTE 2, SHT. 1) v� EMBEDMENT EXTERIOR FINISH r` #14 WS: 1 1/2" MIN. EMBEDMENT ° jo jW — 1/4" MAX. BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT w v: SHIM SPACE / EXTERIOR FINISH 1/4" MAX. BY OTHERS Y SHIM SPACE PERIMETER CAULK �— BY OTHERS n o t� PERIMETER CAULK 3 0 0 l D BY OTHERS Q❑ Da S O a y u L�Q �o z L) Q P u z_w00 � a J Q p Liz S7w 2 y = z� mm ,�J Qa Obi z a0w oz >- 0 0 � EXTERIOR INTERIOR EXTERIOR INTERIOR w C-)v NCR E HIEIGHNDOT, WINDOW W O d'w g HEIGHT K o g w N Zx 2 yzo >O Ims v0 u 0 $ ANCHOR—TO—SUBSTRATE w z w wa oo�m EDGE DISTANCES ARE w O TYPICAL AND nn O m AIN MEASURED TO BOTH SIDES OF SUBSTRATE n nRobert J.Amoroso,P.E. Florida P.E.No.49752 4PERIMETER CAULK �9Gr'1 BY OTHERS 1/4" MAX. i/4" MAX. � No4B 52 SHIM SPACE SHIM SPACE �;* PERIMETER CAULKfll p EXTERIOR FINISH c: BY OTHERS #14 WS: 1 1/2" MIN. EMBEDMENT %9% g7gTE`�?:..:y,:, BY OTHERS <r-:,_;_ #12 WS: 1 3/8" MIN. EMBEDMENT %�T':�L CONCRETE BY OTHERS 1 1/2" MIN. (SEE NOTE 2, SHT. 1) �� EMBEDMENT ;i's 'Sifiu At�I EXTERIOR FINISH 'G PROPERLY SECURED 1X BY OTHERS WOOD BUCK BY OTHERS SHEATHING 2X .WOOD (SEE NOTE 3, SHT. 1) BY OTHERS BY OTHERS WOOD BUCK PROTECTION 1/4" ITW TAPCON 53 1 1/2" MIN.EDGE DIST. (SEE NOTE 2, SHT. 1) BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR #14 WS: 1" MIN. EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X PRODUCT REVISED SHEET 1) WOOD BUCK BY OTHERS a Fi m with tho Florida #12 OR #14 WOOD SCREW eOA-N.. � INSTALLATION ANCHOR 52 (SEE NOTE 2, SHT. 1) Now�a. 20-1103.00 A VERTICAL SECTION Expimeaa oat,07/22/2025 CONCRETE SUBSTRATE VERTICAL SECTION ey A Dade' WOOD SUBS Miarn uoe oaw Q Q Q K K K #14 SHEET METAL N m SCREW/SELF-DRILLING SCREW 54 c N d 3/4" MIN. INSTALLATION ANCHOR EDGE DIST. 0 METAL SUBSTRATE N = < =O (TYP.) BY OTHERS m^m _ m = (SEE NOTE 2, SHT. 1) o^ o0 a W Fo iw EXTERIOR FINISH o E BY OTHERS p w 3 w E a ¢zo zLL 3 THREADS MIN. as f- o m O .: VEMBEDMENT BEYOND g s a w w w INTERIOR WALL 1/4" MAX. - o: rSHIM SPACE + J Y PERIMETER CAULK BY OTHERS �a� p� 0 0 a a N �r(�I INSTALLATION NOTES: z 'o o a. u ('1 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: Z IIJ, In`1� 1.1. WOOD FRAMING, 0 g V I� ANCHOR—TO—SUBSTRATE 1.2. STEEL STUD FRAMING, Q lI U EDGE DISTANCES ARE 1.3. ALUMINUM FRAMING,AND ,n l u) El TYPICAL AND 1.4. CONCRETE AND/OR MASONRY. z y w H z m vi MEASURED TO BOTH eq=¢z°3 'm ~ J SIDES OF SUBSTRATE 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE J Q n. Ow Z DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND y< g CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. }F.jE MO rc WINDOW 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL W O U Z N J N E HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,1X w J r X z S.M BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS o w jo id 6-0 L EXTERIOR INTERIOR THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE z¢ �6 SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE >F P RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1116" m OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". w J rqq w� u D w m ❑ 11 5. FOR ANCHORING INTO CONCRETE/MASONRY USE tl4"FLATHEAD TAPCONS(CS)WITH SUFFICIENT LENGTH m w ° TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1" F $m IL`I MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENTANCHORS REQUIRED. Robert J.Amoroso,F.E. 1/4" MAX. ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. Flora P.E.No.0752 �o Q SHIM SPACE ypN�aJatrrr 6. FOR ANCHORING INTO WOOD FRAMING OR2X BUCK USE ONE OF THE FOLLOWING: PERIMETER CAULK Uo 6.1. 912 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318"MINIMUM `ttt�R4yCEP1 �v'E, BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR a O� No 4g 52 i�G-s SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. '77� ANCHOR LOCATIONS HAVE+;-1"TOLERANCE. C -� 6.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUMI EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR ~O " (... SPACING LOCATIONS 2"ONENTER+LOC TOLERANCES AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR �i EXTERIOR FINISH .''�; 3/4' MIN. 3 THREADS MIN. 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLATHEAD SHEET METAL OR SELF DRILLING SCREWS BY OTHERS EDGE DIST. EMBEDMENT BEYOND (SMS)WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL (TYP.) INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE #14 SHEET METAL ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1" ME SCREW/SELF-DRILLING SCREW BYTAL OTHERSSTRATE TOLERANCE. S. INSTALLATION ANCHOR 54 (SEE NOTE 2, SHT. 1) S. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. PRODUCT REVISED A VERTICAL SECTION 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH a Prrine with the FI°rran METAL S U BSTRATE N...cot° ASTM E2112. Non-et°. 20.7103.09 E.Plmtl°n oat.0712212025 mlmm—d,Pmmrot-ntml Q Q K K � 2X WOOD 1/4" MAX. o FRAME BY OTHERS SHIM SPACE o O 1/4" MAX. SHIM SPACE 1 1/2" MIN. EMBEDMENT - CONCRETE (SEE NOTE 2, SHT. 1) INTERIOR SHIM AS REQUIRED 6 -� 1" MIN. EMBEDMENT - MASONRY N O <w a �m #14 WS: 1 1/2" MIN. EMBEDMENT 53 1/4" IlW TAPCON INSTALLATION ANCHOR w o c <a o' #12 WS: 1 3/8" MIN. EMBEDMENT _ p w wo a a ¢Oci LL ¢v 12 OR 14 WOOD SCREW 1 1/2"" MIN. EDGE DISTANCE — CONC. a wo aLu O N H 52 oa �d �� G 2" MIN. EDGE DISTANCE — MASONRY �w wa INSTALLATION ANCHOR I 4 -5—CONCRETE OR MASONRY Ld #14 WS: 1" MIN. EDGE DIST. o� 0o I V. BY OTHERS �0 #12 WS: 7/8" MIN. EDGE DIST. q p (SEE NOTE 2, SHT. 1) �§ m o 0 0 O l a Q .Q PROPERLY SECURED 1X zzo a°a Do ❑PROPERLY SECURED 1 X WOOD BUCK BY OTHERS 3¢ m _<... -• 9,' `} D O ': (SEE NOTE 3, SHT. 1) O w w WOOD BUCK BY OTHERS :+J%:'; F=;:''. f� „f;?-` a z r (SEE NOTE 2, SHT. 1) �d ❑ du WOOD BUCK PROTECTION BY. > o SHEATHING EXTERIOR •:" OTHERS (SEE NOTE 3, SHEET 1) 3 nm BY OTHERS v=m Z) z M m vi EXTERIOR FINISH = z >m F EXTERIOR FINISHJ PERIMETER CAULK PERIMETER CAULKJ BY OTHERS a a ON z BY OTHERS BY OTHERS BY OTHERS 0-m-,o m t �r� VERTICAL SECTION w,v 0 z N E N `' WOOD SUBSTRATE. ANCHOR-TO-SUBSTRATE ��n) VERTICAL SECTION W b N $ EDGE DISTANCES ARE CON",.,_ -.,ONRY o g ¢ e�y TYPICAL AND SUBSTRATE o z LL y MEASURED TO BOTH >r w a�1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE a z ® J INTERIOR SHIM AS REQUIRED N w0 ^'� U N N #14 SHEET METAL aiO H 54 SCREW/SELF-DRILLING SCREW a a m LL INSTALLATION ANCHOR - Robert J.Amoroso,P.E. Florida P.E.No.49752 1� 3/4" MIN. ltllatnt EDGE DIST. (TYP.) LOWER SASH JAMBS pMES:=`�'�b� SHOWN.SIMILAR `�k"Z`S4ic N8 �op,: INSTALLATION FOR '¢° rao a9 s2 la p 3 THREADS MIN. UPPER FIXED LITE JAMBS. EMBEDMENT BEYOND INTERIOR WALL 2 t2 Q I I METAL SUBSTRATE BY OTHERS ���i -tQH.dp - JIB,❑�� (SEE NOTE 2, SHT. 1) MA�I �`� d —EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY OTHERS PRODUCT REVISED Be1ldinglyln�wlth the Florida E VERTICAL SECTION NOA-No. 20-1103.09 METAL SU BSTRATE e.almtlon Oaw 07/2212025 By Gi•''% I Nmml-Oaae vmauat coatml Q ¢ O WHITE O SASH STOP COVER FRAME ® POCKET COVER ® POCKET COVER POCKET'INSERT E RIGID TYP.WALL TICKNESS 0.070" WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC ® WHITE RIGID PVC _ -4.170" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL o THICKNESS 0.070" N U ¢ r�15 . FWa- nW mo d1079 08 W2.73 o8 _lj0.566 N 1.379 Z1.400" 1.123 ao 0Q 0LL ph w O a w 0 w 1.635" w w J Y ¢ GLAZING BEAD STOP GLAZING BEAD STOP IMPOST MULLION/FIXED SASH FRAME GLAZING BEAD STOP/SASH FIXED LITE HEAD ANDJAMRS FIXED LTTE MEETING RAIL MEETING RAIL ® 9O WHITE RIGID PVC � WHITE RIGID PVC O WHITE RIGID PVC © WHITE RIGID PVC 7 WHITE RIGID PVC TYP.WALL TICKNESS 0.055" m R TYP.WALL TICKNESS 0.070" TYP.WALL TICKNESS 0.060" TYP.WALL THICKNESS 0.070" S o TYP.WALL THICKNESS 0.066" z a a a -0 0.891" 1.031 a T - 1.031 a 2.ueo � 1.656" 7.000" 0.329 250 J z ¢ v 0.]4] = Z(0 i m f- J oaa7 2 .21 t 1.530" -J< z $ Z }�ui =a zjxx� N "" GLAZING LIF TRAIL HANDLE IN'PEI2LOCK CUVER HURRICANE o< d a j N$m 1 C WHITE RIGID PVC 1 1 WHITE RIGID PVC SASH COVER 41 TILT LATCH Jo e's WHITE RIGID PVC STEEL-ZINC COATED } JeLL�" TYP.WALL THICKNESS 0.055" TYP.WALL THICKNESS 0.075" o z s z TYP;WALL TICKNESS 0.065" > p 1j 0.697" vpi t•, $ 0.953" 0.914" o.zva qU o" 0.176" �.J 0.323" X W 1.722" 1.352 0.345" w rn 0.205" 1.121" a aFl m 0.377"' 0.709" Robert J.Amoruso,P.E. 0.166" 'T}� Florida P.E.No.49752 0.377" 2,260" `` E�Sg 5.622" `�q4,.•.� F•�G�.,1 0.669" .pzt? NO49 52t G ='� §* 13 REINFORCEMENT ® REINFORCEMENT + O 0.803" 1.osr' O� `po i STATE'Z W STEEL STEEL 1.012" 0.709" tip. e.?� TYP.WALL TYP.WALL THICKNESS 0.06" THICKNESS 0.05" I 0.157" +0.544" 0.437"(TYP) 0.434" 0.730" � ---I �-+-0.280"(TYP) J��I ►�--0.730" -0.935" PRODUCT REVISED ,mptylna with the Florida Bulldi,a Cato ' NOA-Ne. 20.1103.09 Explmtlon Dato 07122/2025 By -mT dBa.pro uc l Q a a Series 5405 XO Horizontal Slider./Bill of Material Item No. Description I Part Numbers ISuppIle, Mate,lalar Note N Frame Com onents � a 1 Master Frame IV White 1060/7780 Ener I I Royal White PVC 2 i o o 2 Sash Stop Frame Cover Head N White 1070/7736 Energi 1 Royal White PVC(2) o _—._....._.__._........___..__.._.___.._.._._._______...._.._.. ......._._._...._.._._._.__.. _._..._._.__—. 3A Pocket Cove, NWhite1073l7724 EnergilRoyal White PVC(2) 1/2"GLASS BITE xLL � �� 3B Pocke[Cover IV White 177617739 Eno Il Royal White PVC 2 4 Pocket Insert IV Whit.107917737 Eno 1lRo al n 2PFVc 2) 1 p 7/8"O.A.LAMINATED GLASS v o N & o LL 6 Glazing Bead Fixed Section N White 1103!7726 Energi l Royal White PVC(2 CONSISTING OF:EXTERIOR 6 Glazi.q Bead Fixed Section IV While 1080/7753 Ene 1/Ro al While PVC 2 INTERIOR X rw-Z r N 7 Impost Mullion Fixed Section IV white 1063 1 77 35 Ener IIRo al White PVC 2 _ LAMINATED GLASS-(2)NOMINAL 1/8" Q. ¢0 <-- B §",:;Inq Frame O oratln Sash NWhlto128217750 Eno l/Ro al White PVC 2 af- ao 9 ing Bead Sta O oratln Sash 1 Vents N White 1067/7745 Ener I1Ro ai White PVC 2 1 ANNEALED GLASS W/0.090" o W 10 LihrallHandle(Operatin Sash)IVent IV White106817747 Ener IfRo al White PVC 2) 4�� ER410R \ KURARAYAMERICAINC.TROSIFOLD' 11 ockC2ver O eralln Sash!Vent N White1180/7727 Ene i1Ro al White PVC 2 INTERLAYER,7/16"AIRSPACE W/ x 12 Sash Cover O eratingSash)lVent IVWhite107817725 Ene ilRo al White PVC z STAINLESS STEEL SPACER(TYPE Reinforcement 13 Operatin9SashIReinforcement ST-216-144-0.062 H rad.Metals _06"Galy.1 SS-D),INTERIOR 1/8"TEMPERED J 14Impost Mullion_(Fixed Meeting Rail!Reinforcement________._.___ST-868_7G8-0.062 ._.___.__._...Hygrade Metals__ __.05"Galv.(1).... GLASS 3 0 o Reinforcement Fastener 117595 GLF Co oration Weath.mtd II1916 210x.300FinSealPocketCover1107317724 W23303NWOODO Ultra•Fab GLAZING DETAIL 1 31n16 210 x.300 Fin Seal Pocket Cover 1107317724 W23303NW000O Ultra-Fab OPERATING SASH JAMB SHOWN. ? o 16 210 x.300 Fin Seal lm ost Mullion 1 1111 1 713 1 W23303NWOODO Ultra-Fab 17 .187 x.300 Fin Soal Interlock Cover 1118017727 W23301NW000O Ultra-Fab Y W H SAME AT HEAD AND SILL. 17 .187 x.300 Fin Seal Interlock Cover Ta IBlocks 1 11 8 0 1 7727 W2330INWOODO Ultra-Fab in 17 .187x.300Fin Seal Sash Frame 11282177501 Enerl W23301NWOODO Ultm-Fab Ulm Q2 17 .187 x.300 Fin Seal Sash Frame 11282/775o/Exledor To W23301NWOODO Ultra-Fab Z� r a F J 18 210 x.220 Fin Seal Sash Frame!1282!7750/Exterior Base W23223NWOODO Ultra-Fab d 0 O Z 19 .270 x.220 Fin Seal Sash Frame l Single Le Semen Frame W112257W0000 Ultra-Fab a(7 J oft 1 Glazin F W O N e Glaza.(Operating_Sash)!(Fixed Section)_ _ 552 S_kaflex Black_ __ .Sika US U O)�X Q y .. ...._...... N 21 E36627 66 2.7mm!0.9.0 PVB Inleda er IG Hurricane Laminate Impact Cardinal _ W U Q p q F 22 Glass Sedin Blocks Fixed Base 2NB-BK-0125-032-064 Frank Lowe 4 U' O 0 O W 23 Glass_Setting Blocks Sash Base __ 2NB-eK-0.125-028-028 __Frank Lowe __ __ / \ U o I-x 24 ENCUR IG with XL Edge SS Spacer(SS-D TYPE) Cardinal Stainless Steel Screen Components not all components ID'ed In section views) 5 INTERIOR N WO ��^ S 25 Single Le Frame No. ite 06516NEW192 Sho ..Unlim9ed NJ �3 26 Double Lo Frame Now Whlto 0651 SNEW192 Sha es Unlimited 20 m ®�o m 7s 27 Tension Springs 2584 Atle t I 1 TS d ti r 28 Fiberglass Semen Cloth Charcoal/28"x 600' 3002606 Phifer I W n d r,$, 29 Screen Spline H I EX-FLX.0165-BK Imperial Plastic USA 1 W a X'4 LL 30 Aluminum Corner Keys CK252X260 H radeMetals 1/2" GLASS BITE 31 Screen ClipClear H3150 Product Desi n o Misc.Components,Hardware and Hardware Fasteners not all components ID'ed In section views EXTERIOR 32___Weep Hole Cover White _.___.________ __._..__H-808WH2__ __Product Design \ Robert J.Amoruso,P.E. 33 Stainless Steel Ball Bearing Rollers WR03-R3 Product Desi n / \ Florida P.E.No.48752 34 Black Glazing Tape 1/8 x 318 x 85'Fixed Section VEN-VG-1208B Industrial Sales 35 Interlock Cover(Operating Sash/Vent HH-06 Vinyl Coinent RH Products ,`,tttlttt/4grl, 16 LIHrall End Caps White 00156-Cool S.I.L.Plastic 7/8"O.A.LAMINATED GLASS �aMEs q��,� 37 Stainless Steel Slaples 318 x 112 Sash BEA 80110 Smith Staple 24 CONSISTING OF:EXTERIOR 9K, 38 30PP12.18P50-9f16X1318X3FoamBlock WOSII022 Lindeome r LAMINATED GLASS-(2)NOMINAL ��y 1 No 49 52 sd. 39 Hurricane Grades Spring CS025 James5 Spring Wire # ,} 1/8"ANNEALED GLASS W/0.090" E} i 40 Accesso Parts Installation Translucent 02-MX0160010C2 Nova and Silicones y: t 2a 2C 41 Hurricane Tilt Latch 1057A-003-EW Visionlndustries I - KURARAYAMERICAINC. �'R. -STAT£$ w 42 Safe Seal Lock 3220SS-003-EW VMonIndustries I TROSIFOL INTERLAYER,7/16" +o�� coRtipp6\�`�� 43 Safe Seal Keepor 8292A.003•EW Visionindustdes AIRSPACE W/STAINLESS STEEL °'ns,�0..... 44 #8.18 x 0.850 Flat Wafer Shoulder Sash f Hurricane Latch 137341 GLF Corporation 45 #8 x 1 IW'Tok White Locks 120376 GLF Corporation SPACER(TYPE SS-D),INTERIOR 46 #6x1"Tait White IKee ers 116821 GLF Corporation 1/8"TEMPERED GLASS 47 Al 6 x 1 IW'Tek While!Impost Mullion Rebar 156180 GLF Co oration 48 08 x 31/2"Phil Pan HD SMS Salt Spray I impost Mullion 120913 GLF Car oration 49 #0626 x 0.194 Washer l lm ost Mullion GLF Co oration 60 #5x3/8"TekIScreenCli sWhlte 11411130 it65D6 GLFC�oration GLAZING DETAIL.2 51 CAM T pe Sweep Lock 1220SS-003•EW _Truth Hardware 52 Face Mounted Keeper — Truth Hardware Steel Installation Fasteners FIXED LITE HEAD SHOWN.SAME PRODUCT REVISED 62 #12 OR 014 WOOD SCREW nIa nla Steel AT SILL AND JAMBS. elylne with the Florida BU.lain code 51 1. ADVANCED THREADFORM TAPCON nfa ITW Steel Neu-ego. 20-1103.09 5 1#14 SHEET METAL ORSELF-DRILLING SCREW nfa nfa Steel E.PImtlon DAto 07122/2025 (1)IIyOmde Metals SpedfIcAlon:A151 1005 to 1010,UType n and a,30 lest to 5041 Yield Strength,640 G alwnired By l� Miami.... tz)ENERGI FENESTRATION SOLUTIONS USA,INC,PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE(NOA).