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HomeMy WebLinkAboutProduct Approval (3) MIAMI ZADE MIAMI—DADE COUNTY Q PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND_ECONOMIE- Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATIO DIVISICF T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTAN E 7 111tivw.miamidade.2ov/Uuilding Regency Plus,Inc. I 2000 Locust Gap Highway PermitLinn� Mount Carmel,PA 17851 LST. ucie County, COPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction.RER reserves the right to revoke this acceptance if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"5205"Outswing White PVC Casement Window-L.M.I. APPROVAL 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 L dated 04/28/20,prepared by PTC Product Design Group,LLC, signed and sealed by Robert J.Amoruso,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state, series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 18-0911.06 and consists of this page 1 and evidence pages E-1, E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. � Miaraa©a�oE c �1 D NOA No.20-0506.03 D �i © 1Expiration Date: May 06,2025 spproval Date: June 04,2020 '� 128120 Mf PL0� �17 Page 1 ,ST LUCE COUN�U [ ® File Copy 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 `5205' Vinyl Impact Casement Window — LMI", sheets 1 through 5 of 5,dated 10/14/08,with revision K dated 01/08/18,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.Amoruso, P.E. (Submitted under NOA No. I8-0122.14) 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) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 09/03/15, prepared by PTC Product Design Group, LLC, signed and sealed by Robert.J.Amoruso, P.E. (Submitted under NOA No. 15-0618.05) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel Perez,P E ; Product Control Ex r } ` NOA No.20- 506.0 ry Expiration Date: May 0 5 Approval Date: June 04,2020 E-1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear,Clear and Color PVB Glass Interlayers"dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 6th Edition (2017), dated January 8, 2018, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under previous NOA No. 18-0122.14) 2. Laboratory addendum letters I and II in the Test Report No. NTCL-110-11618-1, both issued by National Certified Testing Laboratories, dated 10/02/08 and 01/20/09, signed and sealed by Harold E.Rupp, P.E. (Submitted under NOA No. 08-1118.10) 3. Laboratory compliance letter in the Test Report No. NTCL-110-11618-1, issued by National Certified Testing Laboratories, dated 10/02/08, signed and sealed by Harold E.Rupp, P.E. (Submitted under NOA No. 08-1118.10) 4. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 06/11/18, signed by Tony Procopio,Plant Manager. (Submitted under NOA No. 18-0911.06) 5. Testing agreement letter dated 06/12/18 between National Certified Testing Laboratories (NCTL) and Regency Plus, Inc., issued by NCTL and signed by Justin L. Bupp, Laboratory Manager. (Submitted under NOA No. 18-0911.06) 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. This is a one year approval, subjected to successful verification test. 141anuel-Perek, Product Control Ex NOA No.20- Expiration Date: May 0 Approval Date: June 04,2020 E-2 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 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 series 5405 horizontal sliding vinyl window,prepared by National Certified Testing Laboratories,Test Report No. NCTL-110-22724-1, dated 04/27/20, signed and sealed by Joseph A.Reed,P.E. 2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of series 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. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 09/03/15 and updated to the FBC 6th 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. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) V ' T f - Manuel Perez,P E Product Control Exa n NOA No.20-0 06 03 Expiration Date: May 06; _ 5 Approval Date: June 04,2020 E-3 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear,Clear and Color PVB Glass Interlayers"dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0122.02, issued to 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. 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 61h Edition (2017), and of no financial interest, dated April 30,2020,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. 18-0122.14, 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. 3. This is a one year approval, subjected to successful verification test. - { r. Manuel Perez;P E Product Control Ex ' n i NOA No.20- 06.0 Expiration Date: May 06� `5 Approval Date: June 04,2020 E-4 REGENCY PLUS, INC. m SERIES TECH 5,205 VINYL OUTSWING CASEMENT WINDOW o emo w LARGE MISSILE IMPACT .,W_.. ......._ r._._._._��.__..__ _._._. _ . ...Wa... � �Q�NOTES: T " __HcamG77SONn � 0 wo y0 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 6th EDITION 2017'FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY.HURRICANE ZONE HVHZ. - l m 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 CONCRET'UMASONRY OPENING IS 77_-_T e THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASNRY SUBSTRATE WHEN,USED,1X BUCKS SHALL BE ' DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TOSTRUCTURE AND IS THE'RESPONSIBILITY OF THE ARCHITECT,OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR _ n MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF,RECORD. 0 0 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 263.SEE TEST REPORT NO.NCTL-110-22725.1,DATED2/1420 BY NATIONAL CERTIFIED TESTING LAB A. PA,SIGNED AND SEALED BY JOSEPH c O A.REED,FLORIDA P.E. O ' t S. MATERIAL 9 3 0 5.1. FRAME::EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA < Z N 5.2 REINFORCEMENT; 5.2.1. GALVANIZED STEEL TUBE(0.935°X 0.73"X 0.050-THICK Fy=3"0 ksf&Fu=37:5-68.7 ks)-SASH PERIMETER ? Lu m m 5.2.2. CONTOURED-SHAPED RIGID VINYL,ITEM NO.3 GLAZING BEAD USED TO REINFORCE FRAME-FRAME PERIMETER _'¢y' O = -' 5.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAYAMERICA,.INC.PERN,CURRENT MIAMI-DADE NOA. m n.n.¢N afj <W-, g 6 � 6. GLAZING: }F, 00 6.1. GLAZING DETAILAS TESTED: U'(n�JZ 6:1.1. OVERALL;7/8.NOMINAL INSULATING LAMINATED GLASS, w U¢Yz 4 61.2. GLASS THICKNESS:(1)LITE OF 118"NOMINAL TEMPERED GLASS TO THE INTERIOR AND,(I)LITE OF-LAMINATED GLASS TO THE EXTIERIOR. 20 O j g_m 6.1.3. LAMINATED LITE:(2)LRES OF I/8"NOMINAL ANNEALED GLASS SEPARATED BYA0.090"TROSIFOL.INTERLAYER BYKURARAYAMERICA,INC. moo, w- R gL 6.1 A. SPACER TYPFJSIZE:7/16"NOMINAL CARDINAL XL'EDGE STAINLESS STEEL'SPACER ITYPE.SS-D). o N _.3 za 6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2}LEAF DUAL DUROMETER AND SIKA FLEX-"552"BACKBEDDING:W ITH A SNAPaN(2}LEAFDUAL DUROMETER RIGID VINYL GLAZING BEAD._ N _ 6,2. ALL SETTING MATERIALS AND GASKET MATERS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION&THE FLORIDA BUILDfNG.CODE.SETTING BLOCKS SHALL NEOPRENE WITH A70 TO 90 SHORE A DUROMETER.GASKET _ V g 4 MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHEREAPPLICABLF_ - F 4.0 3 n. 5 6.3. AS TESTED GLAZING MEET$ASTM.El300-096 FOR THEDESIGNCONDITIONS SHOWN IN THIS PRODUCTAPPROVACDOCUMENT. to t -. W �Moe 7. APPROVED IMPACT PROTECTIVE SYSTEM ISNOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ W °G,W m 4. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16'OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STA'CK70 13E IM'. 9, FOR ANCHORING.INTO:CONCRETE!MASONRYUSE 1/4"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A4.1/2`MINIMUM EMBEDMENT INTO CONCRETE WITH;1 12"MINIMUM EDGE.DISTANCE AND 1"MINIMUM EMBEDMENT INTO`. MASONRY WITH2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS ANDINSTALLA710N DETAILS.4"MINIMUMSPACINGBETWEENADJACENT'ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+/:1".TOLERANCE Robert J.Ammusu:P.E. „ - ,- Florida P.E.Nm 49752 10: FORA1N 0.1 #12 PAN-HEAD WOO SCREWS(WS)WITH SUFFICE-L NGTH TO ACHIEVE A 1-318"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8 MINIMUM EDGE DISTANCE-AND MINIMUM ANCHOR-TOSPACING OF 2-ON CENTER. .-.e��o,,JPMES g LOCATE ANCHORS AS SHOWN IN,ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE ,gN��Q� 10.2. #14 PAN HEAD IA100D SCREWS(WS)WITH:SUFFICIENT LENGTH TOACHIEVEA 11%2".MINIMUM'EMBEDMENTINTO;SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR,SPACING OF 2"ON CENTER �0, \- F�•,G� LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+1-I"TOLERANCE. 4972 _ 11_ FOR ANCHORING INTO METAL STRUCTUREUSE#14 PAN OR HF-X HEAD SHEET METAL OR SELF.DRILUNG SCREWS WITH SUFFICIENT LENGTH TO ACHIEVES THREADS.MINIMUM'BEYOND STRUCTURE INTERIOR WALL WITH 3W-MINI_MUM,, No fr'_ Imo:. EDGE DISTANCE AND,MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE'ANCHORS AS SHOWN�IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE Ali 3OLERANCE STPTC Of ,:-^12_.!tALL",FASTENERS TO BE;CORROSION RESISTANTOR HAVENCORROSION;RESISTANT;COATING=,_�._ 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS «�_ __,y _ _ r SHEET DESCRIPTION 4j�SS OM.R...... e` INSTALLATION INSTRUOTIONS AND ANCHORS SHALL NOT BEUSED IN SUBSTRATES WITH STRENGTHS LESS THAN THE �'.. NOTES !!!/l111Oggqqq 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 TOASTM C-90,MEDIUM WEIGHT WITH DENSITY,>117 PCF 3 - VERTICAL SECTIONS-CONCRETE&WOOD SUBSTRATES 13.4: METAL SUBSTRATE-'STEEL 16GA(0.0428'x,Fy'=33KSI/Fu=45 KSI OR ALUMINUM 6063-TS 0.01484 THICK MINIMUM. ,- - ,- _ . :PRODUCT REVISED 13.4.1. STEEL SUBSTRATE TO MEETMINIMUM�.FBC HVHZ CODE REQUIREMENTS. 4 VERTICAL SECTIONS-METAL SUBSTRATES 'aa eompl m with NO Fbrlda sandrae 5 HORIZONTAL SECTIONS=CONCRETE/MASONRY,WOOD,&METAL SUBSTRATES NOA-Na. 2o-os0e.o3 Yatton saw 510 812 0 2 5 6 COMPONENTS AND FRAME CONSTRUCTION By: y1[ls (' 7 'BILL OF MATERIALS mlmn)-0ad.°today C tvul 36"MAX. FRAME WIDTH34 g m SASH'MAX,,({ SNUBBERS LOCATED 2B O 4"AND 17°FROM EACH MAX.TYP,. END AND MID-SPAN OF 4" THE HINGESTILEWRH MAX.TYP. !$ I A A _ _ �._______ __... o.. _ _. ___. �.a _ ___-_m. 3 4 CORRESPONDING""'"""`-"''_.___ ___...__��.._____ _ _.a. z HINGES ON THE HINGE w JAMB 5 II II 5 11 II 5 68" 6616" II I C s.. II � S MAX. MAX. 5 5 61 is a o ` FRAME VENT I I 11 p MAX.MmeI I I I DLO o HEIGHT EIGHT 5 II II 5 HEIGHT II II gm s II II II ii Q2 Z�a N H D oQ<� _ II II 5 II II a.0_j s 88" N m o o z� �. MAX.TYP. I I W o z 0 3 8 II I` II II �o� �¢ �� z II Ir II II " �W fgog II It II II � Y , LOCK CENTERLINE LOCATED OPERATOR LOCATED 11" i . ., 4' Robert J.Aaxn P.E. 9'FROM'JAMB(TYP.) FROM JAMB(fYP:) No.419752 ' MAX•TYP Fladda P.E SERIES TECH 5205 VINYL OUTSWING �.�oO�Q��GEnrsF CASEMENT WINDOW �; No 49752 29 8'MAX EXTERIOR VIEW,-- S ATE ANCHORAGE ' o: u�29 - OF O• P ` 1 -`HEAD AND°SILL-"ANCHORAGE THE SAME =-- i����F t O p; SERIES TECH �0,. ♦o OUTSWING CASE MB 5205 VINYL -_ 3,---+/2. A_1T0 ERANCEONANCHOR-LOCATION.'"" ' MENT WINDOW TAPCON MINIMUM SPACING IS 4"OC. t EXTERIOR VIEW 3.2. WOOD°AND TAPPIWSCREW MINIMUM SPACING IS 2"OC. ` PRODUCT REVISED pl i with tho Florida ESIGN PRESSURE RATING(PSF) IMPACT RATI nn`d'hg tToaa NOTES: NOA-Na. 20-0506.0a 1. MAXIMUM ACTIVE PANEL(SASH)SIZE:34.25"X 66.313"(34-1/4"X 66-5/16") Fs i at on Dad• 5/0 612 02 5 +55.0%55.0 LAR IMPACT 2. .DAYLIGHT OPENING(DLO)SIZE:29.38".X 61:313" (29-3/8"X 61-5/16") By' 3. NO WEEP HOLES EMPLOYED Mlam pad.produytC trol PROPERLY SECURED .1X. 12 OR 14 WOOD SCREW PROPERLY SECURED 1X rc It. 43 1/4• ITW TAPCON fy A2 WOOD BUCK BY OTHERS INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS (SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) m m WOOD BUCK PROTECTION BY 1 1/2" MIN. #14 WS; 1" MIN, EDGE DIST, o v OTHERS (SEE NOTE 3, SHEET 1) EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. 2X BY OTOOD HERS SHEATHING (SEE NOTE 2, SHT. 1) o 1 o CONCRETE BY OTHERS ` BY OTHERS .. v. o$ m LL $ (SEE NOTE 2, SHT: 1) a a o 1 1/2" MIN. ;; w" aw F-n^ R o v. v EMBEDMENT „a,, g< we EXTERIOR FINISH #14 WS: 1 1/2 MIN EMBEDMENT a �, z Q� - _ _ .__-._ . ._OTHERS"` 12 WS: 1 3 8" MIN. EMBEbMENT 00 r 1%4 MAX. / ff �w SHIM SPACE f —� EXTERIOR FINISH ;5. 1/4" MAX. BY OTHERS { SHIM SPACE Y PERIMETER CAULK flu BY OTHERS 1 PERIMETER CAULK BY OTHERS w. o o 17 1 �¢~ 0 ° �K o�so 2 4 17 0 ❑ O 01- cn' 13 D 7 2 4 ¢ Zp L D �-Wo - 5 EXIEgjgg,. s W 14 (L IL F 3 Z 3 5 SEE GLAZING 14 c}iW O Z WINDOW EXTERIOR DETAIL 1, INTERIOR SEE GLAZING INTERIOR 3 WINDOW z a��jO HEIGHT SHEET 43 DETAIL 1, HEIGHT a p V j� s?.E 14 SHEET 4 Jo c Oz e„ 13 .5 3 N,. �� juLLzz 14 5 =w al a 15 111 co 4 ANCHOR-TO-SUBSTRATE 13 I 4 NC, §d^o 8 EDGE DISTANCES ARE 6 w�- ��o w 2 TYPICAL AND w w LL MEASURED TO'BOTH 2 7 > 17 -�7❑ o O SIDES-OF SUBSTRATE 17 [ 19 25. J °� o - 29 19 25 29 3 USED AS. RODe t J.Pmomsa.RE: FRAME SILL Flunda'P.E.No.49762 USED AS .PERIMETER•=CAULK, 1M...--_.._ _ 3._FRAME SILL .-. _ REINFORCEMENT �MES,�����i BY OTHERS SHIM SPACE REINFORCEMENT SHIMVSPACE lR) EXTERIOR FINISH PERIMETER CAULK F•'•;G� BY OTHERS w; e; No 49752 8Y OTHERS- CONCRETE THERS CONCRETE BY OTHERS- 1,'1/27'MIN. �`` NOTE_2_SHT: _,. _1 1/2'-MIN. EMBEDMENT - �'.-STATE EXT - NT =X12 WS"1 3/8 MIN. EMBEDMENT 0 �•�tl ERIOR FINISH"_ _ /` - ev BY OTHERS WOOD .__ WOOD BUCK'BY OTHERS 1 1/2".MIN. 2X WOOD (SEE NOTE 3, SHT. 1) EDGE DIST. SHEATHING aeelnne�c BY OTHERS - BY.OTHERS WOOD BUCK PROTECTION 1/4" ITW TAPCON 43 (SEE NOTE 2, SHT. 1) BY OTHERS, SEE NOTE 3, INSTALLATION ANCHOR #.14.WS- 1" MIN. EDGE DIST, ( PROPERLY SECURED-1X, PRODUCT REVISED SHEET't #1,2 WS.'VS" MIN. EDGE,DIST, mpi i wimuwFimiea WOOD BUCK BY OTHERS //12 OR (�14 WOOD SCREW 's�a`a'ine VERTICAL SECTION INSTALLATION ANCHOR 4z (SEE NOTE 2. SHT. 1) E.I No zo-osos.os E.i V n para: 5/062025 1 A CONCRETE SUBSTRATE r A VERTICAL SECTION Mian_Pde rr avcrc var WOODSUBSTRATE a INSTALLATION NOTES:. 1'. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 1./. WOOD FRAMING, N 1.2. STEEL STUD FRAMING, c v 1.3. ALUMINUM FRAMING.AND #14 SHEET METAL 44 1.4. CONCRETE AND/OR MASONRY. SCREW/SELF-DRILLING SCREW METAL SUBSTRATE 2. 2X WOOD FRAMING,IX OR 2X WOOD BUCK METAL FRAMING AND CONCRETEMASONRY OPENING TO BE DESIGNED AND ANCHORED TO INSTALLATION ANCHOR BY OTHERS PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND CONCRETEfIASONRYOPENING IS RESPONSIBILITY Of.THE O IL ii (SEE NOTE 2, SHT. 1) ARCHITECT OR ENGINEER OF RECORD.. W ;z EXTERIOR FINISH 3. /X BUCK UCKINT NCONCRE ASONRYIS OPTIONAL WHEN 1X BUCKIS USED,INSTALLATION ANCHORS WILL PASSTHROUGH WINDOW FRAME BY-OTHERS —3/4"""MIN '"" ""3-THREADS-MIN. ""-' -tX BUCK OVER CON SUBSIRATE AREN'USED.IX BUCKS SHAUCBE DESIGNED AND ANCHORED'TOPROPERLY •- EDGE DIST. EMBEDMENT-BEYOND 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 RESPONSIBILITY OF THE ?r; (TYP.) INTERIOR WALL ARCHITECT OR ENGINEER OF RECORD. 1/4- MAX. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1/16'OR GREATER OCCURS. Y SHIM.SPACE MAXIMUM ALLOWABLE SHIM STACK TO BE 114-. - _ 5. FOR ANCHORING INTO CONCRETEMIASONRY USE I/4'HEX HEAD TAPCONS WITH SUFFICIENT.LENGTH TO.ACHIEVE A 112'MINIMUM EMBEDMENT INTO CONCRETE WITH 1 i2'MINIMUM EDGE DISTANCE AND 1-MINIMUM EMBEDMENT INTO MASONRY WITH 7 MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4'MINIMUM SPACING BETWEEN ADJACENT ANCHORS PERIMETER CAULK REQUIRED.ANCHOR LOCATIONS HAVE U-I'TOLERANCE. -J v u BY OTHERS 'o g- o 6. FOR ANCHORING INTO WOOD FRAMING OR 2X SUCK USE ONE OF THE FOLLOWING: `moi 1n v 1 6.1. N12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTHTO ACHIEVE A I WB'MINIMUM EMBEDMENT INTOSUBSTRATE WITH 718' OW MIMMUMEDGEDISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 7zSq¢K ON CENTER LOCATE ANCHORS AS SHOWN IN 17 �❑ ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE-I-1'TOLERANCE. Sr c o D 6a 314 PAN HEAD WOOD SCREWS CWS)WITH SUFFICIENT LENGTH TO ACHIEVE A:1 112-MINIMUM EMBEDMENT INTO SUBSTRATE WITH I' } S MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 7 ON CENTER LOCATE ANCHORS AS SHOWN IN Q zCD 4 ELEVATIONSAND INSTALLATION DETAILS.ANCHOR LOCATIONS RAVE*/-1'TOLERANCE. 2 D 7. .FOR ANCHORINGINTO METAL.STRUCTURE USE N14 PAN OR 14EX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH ?�,^-W-1 In F ;�• 13 - 7 TO.ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4'MINIMUM'EDGE DISTANCE AND MINIMUM rn=Q LIQ-sm0 E �. ANCHOR-T6ANCHOR SPACING OFTON CENTER LOCATE ANCHORS AS SHOWN IN ELEVATIONSANO INSTALLATION DETAILS.ANCHOR J aQ.Uw 1EXTERIOR �(6 LOCATIONS HAVE 4F 1-TOLERANCE. a 6, _ 56. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. Z j O Z _ 14 SEE GLAZING 9. PERIMETER ANDJOINT SEALANT BYOTHERS TO BE DESIGNED ANDIOR SPECIFIED IN ACCORDANCE WITH ASTM E2112 W U V Z 5}; EXTERIOR DETAIL 1, 9 V, C1 F, B E - W J H>L) e SHEET 4 WINDOW ANCHOR-TO-SUBSTRATE Q og owco �g ea GHT EDGE DISTANCES ARE w N 4 u 14 INTERIOR 3 HEI9 z° 13 MEASURED TYPICALTO BOTH 7/8"O.A. LAMINATED GLASS CONSISTING a tom ® 5 SIDES OF SUBSTRATE OF: EXTERIOR`LAMINATED GLASS - (2): yUJ m 15 NOMINAL 1/8" ANNEALED GLASS W/ � 4 W 0.090" KURARAY AMERICA INC. TROSIFOL w �U R-m 6 INTERLAYER, 7/16" AIRSPACE W/ r ^. STAINLESS STEEL SPACER (TYPE SS-D), D 2 7 INTERIOR 1/8- TEMPERED GLASS - I�.7t - Robert J.ARIdrU'4;p I- 17 5 0° 13 Foodd9 P.ECNb.4W52 29 19 25 2 �� uo tera�d -.EXTERIOR. z .�____.. ------- \.INTERIOR_._ ._.__.. _._ _._--. ___...--------_ +++�,APSES ij���ii_..._... . o+ 4? 1 3 USED AS /. +��w CNS 09�s PERIMETER CAULK ,FRAME SILL 13 p, s� BY OTHERS REINFORCEMENT No 49752 1/2":GLASS r ; r} e BITE S 1 F 0, w O 4 G 3: 1/4 34 MIN ., MAX _ — 3: o�etpSSL OTFl Ip �ya " / SHIM SPACE- + EDGE-OIST. w _ 13 Pdp82C8➢BtIlL��� EXTERIOR FINISH ` ( ') 3 THREADS MIN. BY OTHERS 'EMBEDMENT BEYOND' INTERIOR.WALL #14 SHEET METAL EO RooucT RE METAL SUBSTRATE Pvis SCREW/SELF-DRILLING SCREW GLAZING DETAIL 1 P PIwlISe Fladda INSTALLATION ANCHOR 44 B' OTHERS BuI1CIng CodyI��a (SEE NOTE 2,SHT. 1) NOA-No 20-0506.03 Iratlon Doto• 5/0812025 n VERTICAL SECTION Br• yaKL! - mFrALSUBSTRATF. Mi,n;hpdo Prd,q.tVqbMI USED AS 2X WOOD 1/4" MAX. FRAME JAMB o FRAME BY OTHERS SHIM SPACE m REINFORCEMENT1/4" MAX. SHIM SPACE H m S (SEE NOTE 2, SHT. 1) 1 172" MIN. EMBEDMENT - CONCRETE INTERIOR SHIM AS REQUIRED v 3 Y 31 1" MIN. EMBEDMENT - MASONRY q #14 WS: 1 1/2" MIN. EMBEDMENT 19 7 6 4 5 13 4 6 7 10 43 1 4 ITW TAPCON INSTALLATION ANCHOR °o 3 5 / v• �� m4 z w- $a• °� #12 WS: 1 3/8" MIN. EMBEDMENT 13 p a 3 _ ce; __ 14 WOOD SCREW d:-1 '172""MIN"EDGE4�DISTANCE'—CONC.' "a ao - #12 OR # 42 7 2" MIN. EDGE DISTANCE - MASONRY w INSTALLATION ANCHOR 9 Q ## / o0 00 (SEE NOTE OR MASONRY 14 WS: 1" MIN; EDGE DIST. � � � V BY OTHERS m 12 W5: 7 8" MIN. EDGE DIST. `\� Q'_ OTE 2, SHT. 1) S E G I G ,Q, PROPERLY SECURED 1X m a g a O DETAIL 1, WOOD BUCK BY OTHERS �D x u PROPERLY SECURED 1X x., ,t; SHEET 4 A 14 13 2 +a (SEE NOTE 3, SHT. 1.) p WOOD BUCK BY OTHERS ::%b `i:.ii• '$zt 17 +•c V. z� w (SEE NOTE 2, SHT. 1) WOOD BUCK PROTECTION BY fru EXTERIOR OTHERS(SEE NOTE 3, SHEET 1) ¢ (— SHEATHING - 17 2' 13 14 . ? t�i �• � BY OTtiEF25 �j'v�w o EXTERIOR FINISH z W p m �' EXTERIOR.FINISH PERIMETER CAULK, PERIMETER CAULK BY OTHERS CO a C Q3' z BY OTHERS BY OTHERS BY OTHERS j<- v} " o:(9�(Dw R ul 5- HORIZONTAL SECTION z x 10 B �U ¢ WOOD FRAME SUBSTRATE ANCHOR-TO-SUBSTHORIZONTAL SECTION RATE C Wo6>9µ� o9�� EDGE DISTANCES ARE CONCRLTE/h1AsoNRY ' ir i o Rem TYPICAL AND SUBSTRATE ir ooh oGi MEASURED TO BOTH coic�i 1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE Uo � s INTERIOR SHIM AS REQUIRE 12 c 'y'�.m 2 rn�, 3 13 5 4 6 7 10 1 �u �qw #14 SHEET METAL ILIf° *IT 44 SCREW/SELF-DRILLING SCREW N� $^ INSTALLATION ANCHOR =' ° . - � ...,:.... -Robert J.Amoniso.P.E. MIN.', e odaa RE,No.49752 EDGE DIST. (TYP.) ���"INMES q"'ie —� S4bCW s 9 ., ° 3-THREADS'MIN. Qr NO 07�2 �C? SEE G IN oo EMBEDMENT BEYOND INTERIOR WALLY SHEET 4 METAL,SUBSTRATEDETAIL.1, 'BY OTHERS STATe OF "<U' - - -(SEE NOTE 2 SFff._1). - - - �;r� `._.. _: _.:' _._. `- - oegs� QFj l.r';G't�ee�-•- c 17 14 13 2 EXTERIOR FINISH PERIMETER CAULK BY OTHERS PRODUCT REVISED BY OTHERS ,9Iy y With ehe FbNda BalldNDA-Ne. Cod 20-0506.03 HORIZONTAL SECTION' ru=p o.t.• sro6rzoz6 6y. 1'CLf ru METAL SUBSTRATE rdmn; ,ao v.oa,K,rc wI SCREEN SASH O MAIN 85" TYP. WALL THICKNESS O 0 80"' TYPE 0;070"GD WALL THICKNESS O TYP. O 0 045" TYP.ME 1 0.05" TYP. ORCEMENT 0 0WALL THICKNESS , WALL THICKNESS WALL THICKNESS GALVANIZED N m g o a 3.250 2.459 0:552 w 0.720 0.750 1.383 0.935--1LL 0.779"�00 o �w ° 2.627 0.628 Imo 1.031 2.424 �� � 0.730 a 0.354 1.413— 0.777 1.498 J Y 1:412 0.3111 1�412 0.510 .311- 0.510 o OQ oa 0'�a: z(~j ¢}� z t~p tixmuaz _C7rWU.ym H .,,�. U ay� o a }�2 ou. H ¢ WELDED MITERED W o g�Q E„ CORNER CONSTRUCTION O-maz g�}QQ}�6 N N.Z. JpLLY2 .0a � Q Fm ,So_a 1 HN, w 0 a. ROCed J:Amo—P,E Fladda'P.E�Na 49752 ASI , {f11111D1D � AMES A� Q. No 49752 - 'ST," T,1TE 0 ONAI Nva D•ETA 1-L 1_-. . MASTER FRAME ?PRODUCT REVISED a,9—pWadumaFl rfd,- CONSTRUCTION NOn.Na 2"506.03' ka l..Dat.• 510612025 (SASH FRAME SIMILAR) -7 Mlam ada Produ trol Series Tech 5205 Impact Casement/Bill of Material Item No. Description Part Numbers ISupplier Material m m Frame Components e! ° 1 Master Frame IVWhite108317783 Ene ilRo al White PVC 2 8 2 ISash Frame(Operating Sash IV White 108417734 Ene i/Ro al I White PVC 2 3 Glazing Bead Stop(Operating Sash) IV White 1080,17753 Ene i/Ro al I White PVC(2) o� 0 LL 6 o Screen Com s onento w w o e SirigleIeg Frame New White-- ----- - — -_. .__._06516NEW192----.__'--- Sha es Unlimited-._---_-___a__—.__Aluminum___. 5 Fiberglass Screen Cloth Charcoal 136"x 600' 3000020 Phifer Fiberglass' - W 6 Screen Spline H/ EX-FLX-Q165-BK Imperial Plastic USA 7 Aluminum CornerKe s CK252X260. Hygrade Metals Aluminum Y 10 Screen Clip Clear 8794352 Ashland Hardware ¢ 11 30PP12-18PSO-9/16 X1318 X 3 Foam Block W0511022 Lindenm'e r _ 12 Accessory Parts Installation Translucent 02-MX015601OC2` I Nova a'rd Silicones o ^ 0 Glazingo a o 13 Wet Glaze(Operating Sash 552 Slkaflex Black ISIMUS Io ^ 14 Operating Sash E366 2.7mm[0.90 PVBInterlayer IG I Hurricane Laminate Impac Cardinal Kuraray America,Inc.Tros•Ifol PVB Z o 45 Glass Setting Blocks Sash 2NB-8K-0,0062-028.964 I Frank Lowe Neoprene wf70 to 90 Shore A Durometer a F 16 ENDUR IG with XL Edge SSSpacer(SS-D TYPE) ICardinal I Stainless Steel W u, Reinforcement.HardWare and.Hardware Fastenersnotal)components ID'e'd in section views ;. ? w< 17 Sash Frame Reinforcement(Operating Sash ST-888-168-0:062 H rade Metals .050"Galy. 1 a a g w U W Z Vf- 18 Sash Lifter 22648 AmesburyJ Q/Truth -j<W o < g 19 EncoreAwnin Operator 51.11.00.211 Amesburyu/Truth' w nS . 20 HGE CSM UI-Assembly Egress 14.12.00.230 Amesbury!Truth w cam, 21 Encore Keeper LH 32627.93 Amesbury/Truth W°t-:N 22 Encore CH Stud Bracket _ 14690.93 Amesbury/Truth g N e s 23 Encore Tie Bar Guide 33705 Amesbu- lrruth N s. 24 Encore Multi-Point Lock IShort/Gasket, 24.30132.004" Amesbuq/Truth 25 Encore Folding Handle 12616.32 Amesbury!Truth w m w 26 Encore Operator White Gasket 32658 Amesbury lrruth w F m 27 Encore—,Support Plate 23822 Amesbunr/Truth T 28 O eratorS acer 21544 Amesbury rrruth a 29 Tizck,Olferator 14.5Impact, ` 32384.93 Amesbury frruth - Robert J.Amauso,PF- 30 E30 MPTie'BarGuide 14590.92.00.110 Amesbury frruth Flgfd P.F N..49�52 31 Snubber Interlock 22999.92 Amesbury/Truth 0191111188%, w.. Self-Tapping a , _ au�Ge11E1 whrgra %4 SPM S �0* 9� .__._3s #10-24:x'1Ill6" MachinetLock Handle 19128:92__ Amesbury frruth 4fi GI 33 #8x518"TeklSnubber 120934 GLF Corporation .00; � F'•;G� 34 #8 x 518"Tek!Stud Bracket 120934 GLF Corporation Qr" No 49752 35 #'8 x 5f8"Tek/Sash'Hin e" 120934 GLF Co oration 36 #'6 x 5/8"Tek/.Sash Rebar H 117595 GLF Co oration Q s' 'p STATEN • T 37 #6 x 5f8"Tek!Sash Rebar 117595 GLF Co oration _ p 39 #8x112"Pao HeadlKelit eSe�Screwside�°,- = _ __ � _ - 120145 �.=p -. -V=-�'GLFGLF-Co oration _: �w_.. _ . . 7i/i►rnrii is1r�. 40 #10 x 1"'FLT Sharp Point/0 orator Screws 127318 GLF Corporation 41 -1#-5 x318"Tek/'Screen Ciips.Whke 116506 GLF Corporation Installation Fasteners 42 1#12 OR#14 WOOD SCREW nfa n/a Steel PRODUCT REVISED 43, 114"ADVANCED THREADFORM'TAPCON nla I.M. Steel' auwi"eP'Ind"wun me Fwrlde 44 #14'SHEET METAL OR SELF-DRILLING SCREW nra n/a Steel noaav°. ° 2o-osoc.os o-0u00 Dare• sroersozs (1)Hygrade Metats Specification:AI51100S to 1010,CSType Aand 0,W ksl to 50 ksi Yleld, Strength,.640 G6lv5nized BY, �GL6 (2)ENERGIFENFSiRATIONSOLUTIONS USA,INC,PER CURRENT MIAMI•DADENOTICEOFACCEPTANCE(NOA). miamAp,daPmd,"r 101