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HomeMy WebLinkAboutNotice of Acceptance (2) FRECE'�i D I �� AUG 2 6 Z020MIAMh;Di4DE MIAMI—DADE COUNTY cie County,Permitting`_ PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildiM Regency Plus,Inc. 2000 Locust Gap Highway Mount Carmel,PA 17851 SCOPE: 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). ate stated below.The Miami-Dade County This NOA shall not be valid after the expiration d Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction.RER reserves the right to revoke this acceptance if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"5000"White PVC Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. RPLS0062, titled "Series 5000 Vinyl Single Hung Window - LMI", sheets 1 through 10 of 10, dated 01/12/09, with revision K dated 05/13/20, prepared by PTC Product Design Group,LLC,signed and sealed by Robert J.Amoruso,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 and renews NOA No. 18-0911.05 and consists of this page 1 and evidence pages E-1, E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. 1c,e NOA No.20-0526.04 E C ADaUMTY ®g Expiration Date: July 22,2025 � Approval Date: July 02,2020 r®1D 6 � lI Page 1 ST. 13occ File COPY F- 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. 08-1210.13) 2. Drawing No. RPLS0062,titled"Impact Series 5000 Single Hung Window -LMI" sheets 1 through 5 of 5, dated 11/26/08, with revision J dated 01/08/18, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.Amoruso,P.E. (Submitted under NOA No. I8-0122.13) B. TESTS 1. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3 Water Resistance Test Per FBC TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a white PVC single hung window, prepared by National Certified Testing Laboratories, Test Report No. NTCL-110-11537-1, dated 08/18/08, revised on 09/03/08, signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 08-1210.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), dated 09/01/15, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under NOA No. 15-0618.04) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 16-0712.03, issued to ENERGI Fenestration Solutions USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows-and Doors, approved on 08/10/17, expiring on 02/28/19' -' r 1VlaniierPerez;P:E: ,,,.: Product Control ExaprMr ,` NOA No.20- 26.0. Expiration Date: July 22; 5 Approval Date: July 02,2020 E-1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 06/11/18, signed by Tony Procopio, Plant Manager. (Submitted under NOA No. 18-0911.05) 2. Testing agreement letter dated 06/12/18 between National Certified Testing Laboratories (NCTL) and Regency Plus, Inc., issued by NCTL and signed by Justin L. Bupp, Laboratory Manager. (Submitted under NOA No. 18-0911.05) 3. Statement letter of conformance,complying with FBC 6"Edition (2017), dated January 8, 2018, prepared by PTC Product Design Group,LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under NOA No. 18-0122.13) 4. Laboratory addendum letters in the Test Report No.NTCL-110-11537-1, issued by National Certified Testing Laboratories, dated 03/31/09 and 05/01/09, both signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1210.13) 5. Laboratory compliance letter in the Test Report No. NTCL-110-11537-1, issued by National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 08-1210.13) G. OTHERS 1. Notice of Acceptance No. 18-0122.13, issued to Regency Plus, Inc. for their Series "5000"White PVC Single Hung Window—L.M.I., approved on 03/08/18 and expiring on 07/22/19. 2. This is a one-year approval, subjected to successful verification test. Manuel Perez,P.E. Product Control Ex"far. r NOA No.20-01,26.0 Expiration Date: July 22, 5 Approval Date: July 02,2020 E-2 I •. Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.RPLS0062,titled"Series 5000 Vinyl Single Hung Window—LMI", sheets 1 through 10 of 10, dated 01/12/09,with revision K dated 05/13/20,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.Amoruso, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of series 5405 horizontal sliding vinyl window,prepared by National Certified Testing Laboratories,Test Report No.NCTL-110-22724-1, dated 04/27/20, signed and sealed by Joseph A. Reed,P.E. 2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of series 5202 outswing vinyl casement window,prepared by National Certified Testing Laboratories,Test Report No. NCTL-110-22725-1, dated 02/14/20, with revision 01 dated 04/07/20, all signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51'' Edition (2014), dated 03/31/15, with revision dated 09/01/15, and updated to the FBC 6t''Edition (2017) with revision 1 dated 04/29/20prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) Manuel Perez,P.E. Product Control Exa n r NOA No.20-0 26.0: Expiration Date: July 22 5 Approval Date: July 02,2020 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. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 61h Edition (2017), and of no financial interest, dated May 15, 2020, prepared by PTC Product Design Group,LLC, signed and sealed by Robert J.Amoruso, P.E. 2. Proposal No. 19-0312 issued to Regency Plus, Inc. by the Product Control Section, dated May 15, 2019, signed by Manuel Perez, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0911.05, issued to Regency Plus, Inc. for their Series "5000"White PVC Horizontal Sliding Window—L.M.I., approved on 10/11/18 and expiring on 07/22/20. 2. This is a one-year approval, subjected to successful verification test. Manuel PeV��' 2 Product Control E NOA No.20 Expiration Date: July Approval Date: July 02,2020 E-4 II , i REGENCY PLUS, INC. SERIES 5000 VINYL SINGLE HUNG WINDOW 4 LARGE MISSILE IMPACT Uo m m NOTES: INSTALLATION ANCHORAGE DETAILS w NWn i- d. cd F-77 THE PRODUCT OWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 6th EDITION(2017)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Y 2. WOOD FRAMING,1X OR WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED 70 PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE 0 DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF HE 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. $a 0 oa 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAR FIC TAB IO 202 AND TAS R M SEE TEST REPORT NO, .19-0 10•11537-2,DATED OBlIO/OB,WITH REVISION DATED 09/03/08 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA, 30 s SIGNED AND SEALED BY HAROLD RUPP,FLORIDA P.E.VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO.19-0312. ❑ q� 4 z 5. MATERIAL: 5'1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA. 3 �$ 5.2. REINFORCEMENT: U Z 5.2.1. GALVANIZED STEEL TUBE(0.730"X 0.434"X 0.05"THICK,Fy=30-50 ksi&Fu=37.5.68.7 ksi)-SASH PERIMETER 2 tz Z -.m m 5.22. GALVANIZED STEEL TUBE(0.935"X 0.730"X 0.05"THICK,Fy=30-50 ksi&Fu=37.5-68.7 ksi)-FIXED MEETING RAIL to J ¢ y Z 5.2.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA Q W a O j�F o 6. GLAZING: n Z 6.1. GLAZING DETAIL AS TESTED: Z a y Z 6.1.1. OVERALL:718"NOMINAL INSULATING LAMINATED GLASS. W UO V y J E q 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- Lu Z ,"',8 6.1.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AEXTERI o SE MERICA,INC. 5.1.4. SPACER TYPE/SIZE:7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). o ®�6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2}LEAF DUAL DUROMETER AND SIKA FLEX`552"BACKBEDDING WITH ASNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. 1A " ada'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 w ®' -. o MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. It c 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. Ld S m to `Fh 4T 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. 8. SHIM AS REQUIRED AT EACH INSTALLATION AN WITH LOAD BEARING SHIM,SHIM WHERE SPACE OF 1/16"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4°. a 9. FOR ANCHORING INTO CONCRETEIMASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2'MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT Robert a,Amoroso,RE. Florida P.E.Na,49752 INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. 10. FORAN FHLAATFRAMING HEAD WOOD SCREWS(WSO FOLLOWING: WI H SUFFICIENT LENGTH TO ACHIEVE A 101 4 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE TABLE OF CONTENTS e�.`��Q•�IAB)IES 4f,� WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS �4 .........C E Ng`••,.9 SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. SHEET DESCRIPTION ��' 10.2- 914 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE QZ NO 49752 WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS 1 NOTES ¢�1 1'�O Z SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-1"TOLERANCE. 2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS) _ FOR p'. STATE OF 11. LENGTHANCHORING ACHI INTO METAL STRUCTURE USE#14 FLATHEAD SHEET METAL OR SELF DRILLING SCREWS(SMS)WITH SUFFICIENT 3 ELEVATION AND ANCHOR LAYOUT(SMSFrAPPING/SELF-DRILLING SCREWS O•• a •�LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3!4"MINIMUM EDGE DISTANCE AND ) m�F• \�� MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 4 VERTICAL SECTIONS-COMPONENT ID �ss��NA;��G`� DETAILS.ANCHOR LOCATIONS HAVE+/-1"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 CONCRETE/MASONRY SUBSTRATE ANCHORAGE 13. INSTALLATION ANCHORS SHALL INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS ANDD ANCHORS SHALL NOT BE USED IN SUBSTRATES WITHSTRENGTHS LESS THAN THE 7 VERTICAL SECTIONS-METAL SUBSTRATE ANCHORAGE&INSTALLATION NOTES PRODUCT REVISED MINIMUM STRENGTH SPECIFIED BELOW: =mpl in with too Florida HORIZONTAL SECTIONS-WOOD,CONCRETEIMASONRY&METAL SUBSTRATE B�iiding l- S 13.1. WOOD-MINIMUM SPECIFIC GRAVITY (NON-HVHZ) 0.55(HVHZ) 8 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH NGGTT ANCHORAGE NOa-No. 20-0526.04H OF 2500 PSI E:I oa o"a�- 712212025 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 9 COMPONENTS By; f IGL1l:ccN-.. 13.4. METAL SUBSTRATE:STEEL 18GA(0.0428"),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-TS 0.048"THICK MINIMUM. Miam Dada produe�-auhe.ol 13.4.1. STEEL SUBSTRATE 70 MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 10 BILL OF MATERIALS&GLAZING DETAILS 6 4 � a 's SERIES 5000 VINYL SINGLE HUNG WINDOW m m INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING SCREWS) OR CONCRETE/MASONRY SUBSTRATE 52"MAX.FRAME (CONCRETE SCREWS) w �n WIDTH �n - O' wS 46 A., a w D.L.O.WIDTH p 3"FROM CORNERS Y @ HEAD&SILL TYP. C 6 6"FROM JAMB 4 13 4'O.C.MAX.TYP.WOOD _J CORNERS TYP, o o LL SCREWS ? z a N 12 4"O.C.MAX.TYP. 2"O.C.TYP.FOR a \ �// CONCRETE SCREWS /� WOOD SCREWS. oa g w 4"O.C.TYP.FOR y zln 33;"D.L O. D ® ® CONCRETE SCREWS. z 75'MAX.HEIGHT 5 5 R o zo m F Y FRAME �� �� a<sg m jz HEIGHT IL r.Meetinq Rail IL y w zi NV B 2"O.C. ttl U V JQ 32 2"SASH /G 4 36" TYP.EACH SIDE /� D w o e R. D.L.O. 5 5 SASH OF MEETING RAIL 8 8 x o >Q HEIGHT s e-11 x �j HEIGHT 8 x t g INSTALLATION NOTES: a w� s` �a 1. HEAD AND SILL w¢ ®' ANCHORAGE THE SAME. mw 8 A II A 2. JAMB ANCHORAGE SAME. a 15 "O.C.TYP. 1 j 6 3. +/-1"TOLERANCE ON @ HEAD&SILL ANCHOR LOCATION. - DETAIL 1 3.1. TAPCON MINIMUM SEE SHEET 5 NOhad J.A9 NO,4 752 RE a5�"SASH I 7 SERIES 5000 VINYL SINGLE HUNG WINDOW SPACING IS 4"OC, FloridaP,E.No,49752 D.L.O.WIDTH EXTERIOR VIEW-ANCHORAGE 3.2. WOOD AND TAPPING e011611088rrrr WOOD AND CONCRETEIMASONRY SUBSTRATES SCREW MINIMUM e+% 49"SASH SPACING IS 2"OC, WIDTH @r No 49762 SERIES 5000 VINYL SINGLE HUNG WINDOW 90 ._ STA7e OF EXTERIOR VIEW �'c�`'••�o R►oP'♦� WEEP HOLES: '4dss�0�A`�NGe` rr+rnu�e�eee SIGN PRESSURE RATING(PSF) IMPACT RATIN 1. ONE(1)WEEP HOLE MEASURING 1-1/4"X 1/4"AND EMPLOYING A PLASTIC WEEP COVER WAS LOCATED AT 2-5/8"FROM EACH END OF THE EXTERIOR SILL FACE. LARGE MISSILE PROD.. Cing wEi�h the�orida +55.0/-55.0 a,M. Cad Building IMPACT Nou-tvo. 20-0526.06 Ea Watt on oaw,�712 212 0 2 5 Miam�Dado VreduC46o vo/ SERIES 5000 VINYL SINGLE HUNG WINDOW I INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR o SELF-DRILLING SCREW) w OJ �� 52"MAX.FRAME w� � <W o m a WIDTH �- w - LL � a o" a 464., ¢ �w w D:L.O.WIDTH ZZ 3"FROM CORNERS _ Y @ HEAD&SILL TYP, C B 6"FROM JAMB N 4 CORNERS TYP. o o •2 fn �O� � 2"O.C. 2"O.C.TYP.FOR SMS od z w K TYP.EACH SIDE o 33 n " �„ O OF MEETING RAIL O 4 SCREWS. D.L:O. 76"MAX.HEIGHT 5 ?_ z} >m N FRAME �/ �� :3 a.(L sg 6 Z HEIGHT / a Q _`w a 1 Meetin Rail 9g'O.C.MAX.TYP.FOR SMS w I'o SCREWS Z�Of U50 32 4,SASH E 4 36" E rc tu-i~jo S s r D.L.O. 5 5 SASH 8 8 m�.ozz° N HEIGHT X �j HEIGHT X /f� INSTALLATION NOTES: �Q 3 11 ��o 1. HEAD AND SILL �W �3�� ANCHORAGE THE SAME. �w q _ 2. JAMB ANCHORAGE SAME. A. 15 e"O.C.TYP. _�� 7 3. +/-1"TOLERANCE ON a a n @ HEAD&SILL ANCHOR LOCATION: - DETAIL 1 3.1. SMS,TAPPING OR Rotiert J.Amgniso.P.E. 4$ "SASH (SEE SHEET S) SERIES 5000 VINYL SINGLE HUNG WINDOW SELF=DRILLING Ei 1451t.1vil" 52 D.L.O.WIDTH EXTERIOR VIEW-ANCHORAGE SCREWS MINIMUM 1 JAMES STEEL SUBSTRATES SPACING IS 2"OC. o�`q.•�.G NSF•.:j'G1. 49"SASH No 49752 :o WIDTH SERIES 5000 VINYL SINGLE •" sThTE OF t __.__.._. WEEP HOLES: ' ,�•.,,�� Pr•2�� HUNG WINDOW F•..,o p�o.: . . EXTERIOR VIEW 1. ONE(1)WEEP HOLE MEASURING 1-1/4"X 1/4"AND EMPLOYING A PLASTIC WEEP COVER WAS LOCATED AT 2-5/8"FROM EACH.END OF THE EXTERIOR SILL FACE. DESIGN PRESSURE RATING(PSF) IMPACT.RATING PRODUCT REVISED +55.0/-55.0 LARGE MISSILE NOA-N..InXWi20-o526 Da IMPACT Eliration Data: 712 212 0 2 5 ey: CGi Miam Daao Pmd` A-C "i Q ¢ SEE GLAZING 20 DETAIL 2, 21 2 SEE GLAZING SHEEP 10 16 = 19 DETAIL 1,SHEET 10 10 12 43 3 20 15 50 o x m z V �6 p^ o 12 w F n 21 6 13 8 It W F N 0 14 & aW o � 7 23 14 0 n 20 18 16 15 EXTERIOR p INTERIOR Y ¢ 5 12 16 I N 1 18 rn m o 3 23 z 6!3 0 0, �o q 19 SEE GLAZING o Q D� DETAIL 1, 0�zw $ DOCK SHEET 10 o EXTERIOR �_" INTERIOR Z""z� m N �aaa'2:0 m = Y , VERTICAL SECTION VERTICAL SECTI®N a'J z to }-Ujzo � Z W E toH SILL-COMPONENT ID MEETING RAILS-COMPONENT ID ;o W ;q E w�.�z}w 21 ao�>Q g;e� �=a u_wl> o`�S ��oo INTERIOR U) EXTERIOR w �a$�a Qao x o a 9 a 1 Robed J.Amamso,P.E. Florida P.E.No.49752 19 a�,%P 3NMES q 20 4 .` ..........� G9Gtr SEE GLAZING 9 _ No 49752 O DETAIL 2, 11 = 1 SHEET 10 STATE OIF VERTICAL SECTION /°"A`�N��� HEAD-COMPONENT ID PRODUyCinTgREVISED 'a"g lc d xith the Florida BuildNON-No. 20.0526.04 Ea 1"tl' onto• 71 12025 Mlam ada Protlu�Co trol a a � o< � Phi — O N � 4 INTERIOR w <a Piz m w ci a a` Y �Do SEE GLAZING Q �DETAIL 2, ❑ F SHEET 10 z o O O o�O A LL m —za 0 w 9 19 20 EXTERIOR , z� �=m�o * !OR'ZONTA L SECTION 1 �aa=UZI z Y FIXED LITE w-.- " L JAMBS-COMPONENT ID ? a�0 4 war Ko�o� Satz � 0 3 N ® w _ 1 15 3 7 19 20 tn� ® s � `Lu `a W~ �9m . LIJO �6nd`� 0 v X.9 m o INTERIOR �o 15 _ ~°rLL 5 Robert J.Amoroso,P.E Flodda P.E.No.49752 � ,,oH�iuueee��i — SEE DETAIl+ZIL 1NG �� �o� 1 .�� ��'��EENs09, F •,GJ, SHEET 10 49752 14 12 •❑ �;O O 4 F 9 STATE OF EXTERIOR DETAIL 1 15 24 MASTER FRAME CONSTRUCTION H®RIZ?NTAL SECTION (SASH FRAME SIMILAR) PRODUCT nvithREVISED I ian IN No Flarlda Builtlin LOWER SASH NOA-No. 20.0526.04 trauon Data: 7122/2D25 JAMBS-COMPONENT ID g Miam�DaAo Produ�4Q ttol Q Q K K PROPERLY SECURED 1X 52 1 4" ITW TAPCON #12 OR #14 WOOD SCREW 51 PROPERLY SECURED 1X M WOOD BUCK BY OTHERS / INSTALLATION ANCHOR WOOD BUCK BY OTHERS _ m INSTALLATION ANCHOR (SEE NOTE 2, SHT. 1) m (SEE NOTE 3, SHT. 1) c WOOD BUCK PROTECTION BY 1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. m 2X WOOD EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. BY OTHERS �J iF0 OTHERS (SEE NOTE 3, SHEET 1) =o �m v v SHEATHING (SEE NOTE 2, SHT. 1) w <a O A d CONCRETE BY OTHERS---------- v v 1 1/2° MIN. BY OTHERS w +S (SEE NOTE 2, SHT. 1) v v EMBEDMENT v + EXTERIOR FINISH #14 WS: 1 1/2" MIN. EMBEDMENT a wo ad 1/4" MAX. BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT �� �W -J SHIM SPACE +' p 1/4" MAX. Y EXTERIOR FINISH _SHIM SPACE BY OTHERS PERIMETER CAULK BY OTHERS �o d PERIMETER CAULK a c o BY OTHERS Qp DO s= a y Ja O Q D �o d z a D > Z9 r Zj m F Y _<7y >m EXTERIOR j ad a=>- z (L VERTICAL SECTION Z EF U5 Q N (D-i �p WINDOW coNCRECEsussTxATs INTERIOR INTERIO WINDOW cW7 0 >. S E HEIGHT VERTICALSTR ON HEIGHT Lu o w lr EE m EXTERIOR a o U �e 9 9 z N oz -.JOE CO V ®m c w ANCHOR-TO-SUBSTRATE (�j� �� Q e a w EDGE DISTANCES ARE n A 0 krLx. LL O TYPICAL AND rl n MEASURED TO BOTH 4J SIDES OF SUBSTRATE F a a Rc�J.AmN o.497 E. Florida P.E.No.48752 PERIMETER CAULK Q 1/4" MAX. 0 1/4" MAX. ���®b'@���r'ENS�c'•�'p(� BY OTHERS SHIM SPACE 4� No 49752 I SHIM SPACE , PERIMETER CAULK e EXTERIOR FINISH ':a_,: - -� BY OTHERS :. --r #14 WS: 1 1/2" MIN. EMBEDMENT /I BY OTHERS =<-='_ •�% #12 WS: 1 3/8" MIN. EMBEDMENT 9: STATE%IOF = CONCRETE BY OTHERS c 1 1/2" MIN. (SEE NOTE 2, SHT. 1) "' „�. EMBEDMENT . O R IOP,:�Z i Qom•oa:•e: EXTERIIORBY O FINISH THERS `; e��IsS/Q,j�1 PROPERLY SECURED 1X WOOD BUCK BY OTHERS SHEATHING 2X WOOD (SEE NOTE 3, SHT. 1) BY OTHERS BY OTHERS " 52 1 1/2" MIN. (SEE NOTE 2, SHT. 1) WOOD BUCK PROTECTION 1/4 ITW TAPCON EDGE DIST. #14 WS: 1" MIN. EDGE DIST. PRODUCT REVISED BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X e.na-.a SHEET 1) WOOD BUCK BY OTHERS NOA-No.'loa'wenOeFleraa 20A526.04 #12 OR #14 WOOD SCREW 51 (SEE NOTE 2, SHT. 1) Expiration Date 7/22/2025 � VERTICAL SECTION INSTALLATION ANCHOR : -o er ta14urcdc_T-9-a coNcteETE suasrRATE VERTICAL SECTION M'am�°'""°`"d" V"' WOOD SUBSTRATE Q Q #14 SHEET METAL SCREW/SELF—DRILLING SCREW 53 3 3/4" MIN. INSTALLATION ANCHOR o EDGE DIST. METAL SUBSTRATE (T(P.) BY OTHERS �O (SEE NOTE 2, SHT- 1) to EXTERIOR FINISH w a 0 BY OTHERS 'o w rw-N 3 THREADS MIN. wo aw EMBEDMENT BEYOND w` 5 INTERIOR WALL 1/4" MAX. rSHIM SPACE Y PERIMETER CAULK + w o BY OTHERS QQp D� p a 0 INSTALLATION NOTES: g Z O Q D 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: p F,g ANCHOR—TO—SUBSTRATE 1.1. WOOD FRAMING, y zS EDGE DISTANCES ARE 1.2. STEEL STUD FRAMING, Q Z TYPICAL AND 1.3. ALUMINUM FRAMING,AND U m O r MEASURED TO BOTH 1.4. CONCRETE AND/OR MASONRY. ?L9_r Z? to rq EXTERIOR SIDES OF SUBSTRATE vi=¢=w to H z Y 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE a a DESIGNED AND ANCHOREDTO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND y p O CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. U m h ^` 1� VERTICAL SECTION WINDOW 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL w Z 9%E li PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X w Q oP METAL SUBSTRATE HEIGHT ., BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS Cog>w u INTERIOR THE RESPONSIBILITY OF THE ARCHRECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE o ~ Z. o pLL EXTERIOR SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE `� 1�., a o®s RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. In UJ w� ®o oma J� 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR NTH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16" Lu �y S U OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". N a q W 4 kpm�a S. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH - n TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1" °n ILJI a 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.Pmomsv,RE 1/4" MAX ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. Florida F.E.No.49752 °01SI111111i//p �❑ �a SHIM SPACE 6. FOR ANCHORING HEAD OD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM BY OTHERS �O°�'( �...1ES w PERIMETER CAULK 61 #12 FLAT WOOD ,�,�� EMBEDMENT INTO SUBSTRATE WITH 718"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR ®°e��Q.•V\G E111S�. �� Ot <P SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. Q; No 49752 ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. 6.2. 014 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM I l/{allU� EMBEDMENT INTO SUBSTRATE WITH T'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR T0.ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9 STATE OF _ ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. ��F•.,C O R 1 O,: ♦�. w 3/4" MIN. 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS EXTERIOR FINISH 3 THREADS MIN. BY OTHERS EDGE DIST. EMBEDMENT BEYOND WITH WITH SUFFICIENT LENGTH TO ACHIEVE 3UM ANC S MINIMUM BEYOND STRUCTURE INTERIOR WALL 1N111Ie11i°°° (TYP-) 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 c14 SHEET METAL ME AL SCREW/SELF—DRILLING SCREW BYTOTHERSSTRATE TOLERANCE. INSTALLATION ANCHOR 53 (SEE NOTE 2, SHT. 1) e. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. PRODUCT REVISED mplNn9 with the Florida suiid a Cod VERTICAL SECTION B. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH Now . 20-0526.04 METAL SUBSTRATE ASTM E2112' FJ 'anon Data;p7/22/2025 MiaBY. -0 1 m ativ protlu11,67 trol Q Q K x 1/4" MAX. �'+ 2X WOOD SHIM SPACE FRAME BY OTHERS 1 c 4" MAX. SHIM SPACE— 1 1/2" MIN. EMBEDMENT - CONCRETE v (SEE NOTE 2, SHT. 1) INTERIOR SHIM AS REQUIRED 1" MIN. EMBEDMENT - MASONRY m #14 WS: 1 1/2" MIN. EMBEDMENT 52 1/4" ITW TAPCON INSTALLATION ANCHOR wa o� @ #12 WS: 1 3/8" MIN. EMBEDMENT 'p w g a o p• 1 1/2"" MIN. EDGE DISTANCE - CONC. #12 OR #14 WOOD SCREW 51 2" MIN. EDGE DISTANCE - MASONRY INSTALLATION ANCHOR 1 X 'p��CONCRETE OR MASONRY oa . BY OTHERS #14 WS: 1" MIN. EDGE DIST. -p SHT 1) o 0 #12 WS: 7/8" MIN. EDGE DIST. �q pn a a (SEE NOTE 2, . = a N ILL III LL U PROPERLY SECURED 1X �Z ^ems p PROPERLY SECURED 1X ;:,. WOOD BUCK BY OTHERS Q 'r• O O ? �q°' •p' (SEE NOTE 3, SHT. 1) o a � o WOOD BUCK BY OTHERS ;:'.J:;'`_?I' .':;::`, JfL�> '+''i•.: Q (SEE NOTE 2, SHT. 1) �d ❑ WOOD BUCK PROTECTION BY Q Z� OTHERS (SEE NOTE 3, SHEET 1) m SHEATHING EXTERIOR m c7� BY OTHERS x EXTERIOR FINISH vi F¢=2 m m z EXTERIOR FINISH ERIMETER CAULK PERIMETER CAULK BY OTHERS ¢a ww s BY OTHERS BY OTHERS BY OTHERS } w VERTICAL SECTION 0 o >Z 8 N W000 syssTxATB ANCHOR-TO-SUBSTRATE VERTICAL SECTION m ?� EDGE DISTANCES ARE coNCRETWMASONRY o >Q g TYPICAL AND ST�TB N o �aQ MEASURED TO BOTH SIDES OF SUBSTRATE w0 1/4" MAX. SHIM SPACE R Z m i INTERIOR SHIM AS REQUIRED mwo V a o d w 0 6„wm #14 SHEET METAL o LL 53 SCREW/SELF-DRILLING SCREW INSTALLATION ANCHOR RoSeK J.AmotuSo,P.E Flodda P.E.No.49752 r7o 3/4" MIN. LOWER SASH JAMBS e�sl`�jpMES q'°1i. d U-- EDGE DIST. (TYP.) (•,,......, SHOWN.SIMILAR `FQ•�GENg•O�'�. --t- INSTALLATION FOR ".% 3 THREADS MIN. UPPER FIXED LITE JAMBS. No 49752 ;o �} EMBEDMENT BEYOND INTERIOR WALL METAL SUBSTRATE BY OTHERS PP STATE OF .�! p (SEE NOTE 2, SHT. 1) .,t O R i o,`^•G��'o•` d EXTERIOR FINISH PRODUCT REVISED PERIMETER CAULK BY OTHERS Idd with ma Flwlda as p D•do BY OTHERS NOA-No. 20.OS26.04 trat1on Dato• 7/2212025 E VERTICAL SECTION mla p d m d-,%V vo1 METALSUBSTRATE O MAIN FRAME IMPOST MULLION/FIXED SASH FRAME ® SASH STOP OP FRAME O SLOPED SILL COVER m' WHITE RIGID PVC O MEETING RAIL O WHITE RIGID PVC WHITE RIGID PVC m W TYP.WALL TICKNESS 0.070" WHITE RIGID PVC TYP.WALL THICKNESS 0.070" WHITE RIGID PVC TYP.WALL THICKNESS 0.076' o m a I+-4.170^ TYP.WALL THICKNESS 0.066" TYP.WALL THICKNESS 0.070" m 3.450" Tk 1.53 W2.730" 166 nNLu a gn 20o 1.000" A0.565 2.155" Lu 1.400" 63 Ir -3.250" 0" 1. o I GLAZING BEAD STOP Y GLAZING LIFTRAIL HANDLE POCKET INSERT I=LITE MEETING RAIL GLAZING BEAD STOP/SASH INTERLOCK COVER 0 WHITE RIGID PVC © WHITE RIGID PVC 7O WHITE RIGID PVC ® WHITE RIGID PVC 9O WHITE RIGID PVC TYP.WALL TICKNESS 0.060" TYP.WALL THICKNESS 0.055" TYP.WALL TICKNESS 0.055" TYP.WALL THICKNESS 0.075" TYP.WALL a LL THIoC.eKaoN ESS 0.070" 0.306^ 0.891" .914" �z053 0 m � m Ia 1.722" t tza V 2�C7 0.747 C9 r ZU3 �aQax~ �m ZLLJ Y IL d J Z Si 27�N2 HURRICANE 0$<>0 S Q e" GLAZING BEAD STOP Q REINFORCEMENT Q REINFORCEMENT TILT LATCH o � FIXED=HEAD ANDJAMBS o LL'+d STEEL STEEL STEEL-ZINC COATED e 1 1 WHITE RIGID PVC TYP.WALL TYP.WALL $ TYP.WALL TICKNESS 0.070" THICKNESS 0.06" THICKNESS 0.05" 0.697" �ry0.437"(TYP) 0.176" 0.323" 0.730 0.345"ta0.747 0.280"(TYP) 0.205" � w`m 0.377" . 0.709" Robertl AmoN50,P.E ,��-- -0.730" --- -0.935" 0.166" Florida P.E.Na.4e752 , 0.377" 1.906• 2.260" �����,JPMES ie'f-, 5.622" GEPdg 0.669' ❑ No 4975 © PIVOT BAR CONSTANT FORCE O 0.803" ,.os7" METAL ® ©3 CAM SWEEP LOCK = •�PyZ�� BALANCE +0. TYP.WALL TICKNESS NA 000 STEEL 1.012^ ❑ 0709" o STATE OF 'w o.sss^ � 0.3sz^ 0.173^ 1,220 DIA.MAX. 0.665" -0.100 o.1s7~� �.S°t 0 Ft% 0.544" °°iBSeONA� +o.000 r--z a36'--j 0.551' ❑ a a 0.748" ®® 1.885" T � -0.100 0s87" 1~ T 0.368" PRODUCT REVISED 2 062" 1y g w N the Florida 1.122° Bulldin9 coda 2.372" 0.525" NOA-no. 2"526.04 E lmUan Date: 712Q_212025 0.735" -� 67: j;c),d Mlam ado Produ q�-Go rtrol Q GS, Series S000 Single Hung/8111 of Material hem No.I Description jPatNumb.rs ISupplier I Material or Note Frame Com orrents 1 MasterFrame NWhIto 7780 Energi/Royal White PVC(2) a m pp a 2 Impost Mullion Fixed Center Section(Fixed Meeting Rail) IV White GLASS BITE White 106317735 Energi/Royal While PVC(2) cb 3 Sash Frame(Operating Sash) N White 128217750 Energi I Royal White PVC(2) 7/8"O.A.LAMINATED GLASS o o m 4 Sash Stop Frame Cover Head IVWhite 7070/7736 Energil Royal White PVC(2) 7 5 Sloped Sill N White 1181/7738 EnergilRayal White PVC(z) 19 INTERIOR CONSISTING OF:EXTERIOR w a of n 6 Gluing LlRmil Handle(Operating Sashes) IV White 1068 17747 Energi/Royal White PVC(2) — LAMINATED GLASS-(2)NOMINAL QN g 7 Glazing Bead Stop(Operating Sashes) N White 106717745 Energl I Royal White PVC(2) 14 / \ 118"ANNEALED GLASS W/0.090" a w o d 8 IntedockCover(Operating Sashes NWhite 1110 1 7 727 Ene lIRo al White PVC 2 \ KURARAY AMERICA INC.TROSIFOL 9 Pocket Insert I Fixed CenterSection IV White'o7917,.7 Ene i/Ro I White PVC 2 INTERLAYER,7/16"AIRSPACE W/ 1D Glazin Bead Fixed Centor Section I Fixed MeetingRail N White 10 80 17753 Ene )1 Ro al White PVC 2 x 11 GlazingBead(FlxedCenterSection) IV White EnergilRoyal White PVC 2 I STAINLESS STEEL SPACER(TYPE . Reinforcement f SS-D),INTERIOR 1/8"TEMPERED OIs Ling Sash I Lock Sash I Impact Lock Top 8 Bottom I Heavy \ GLASS 12 Re ST-226-144-0.052 Hygrade Metals .06"Galy.(1) m o 0 oe 13 ImPost Mullion(Fixed Meeting Rain ST-888-168-0.062 H grade Metals .05"GaIv.1 1 z j C, /14 A6x5l8"Tek/Sash Reinforcement Fastener 117595 GLF EXTERIOR Corporation � � Waath.m in GLAZING DETAIL 1 15 .210 x.300 Fin Seal Pocket Cover W2J307NW0000 Uhre-Fab pQ 16 .200 x.340 H-0ulb Seal Sash Frame E20718WN2020 Uhrs-Fah 3 OPERATING SASH JAMB SHOWN. ❑ 17 .187 x.300 Fin Seal Interlock Cover W2330INW000O Ultra-Feb Q g O SAME AT HEAD AND SILL. 18 .270 x 220 Fin Seal Sash Frame/Single Leg Screen Frame W712257W0000 Ultra-Fah U=m t9 Z Glazing 2`Z— m u1 19 Wet Glaze(Operating Sash 552 SikaRex Black Sika Us y=Q=� m Z Y 2D Operating Lock Sash E366 2.7mm 10.9.0 PVB Interfa er lG Hurricane Laminate Im ac Cardinal J 0-CL W(7 2D Fixed Kee er Sash E3962.7mm10.9.OPVBlnteria erlG Hurricane Laminaba lm ac Cardinal a C9 W(D a 21 Glass Setting Blocks Sash 2NB.8K-0.125-032-064 Frank Lowe 9 V y 2 Z•N,r ' 22 ENDUR IG with XL Edge SS Spacer(SS-0 TYPE — Cardinal Stainless Steel / Z 7! Q Screen Components not all compones ID'ed in section views) W V U j n E m 23 Sin Ie Le Frame New White 06516NEW192 Sha es Unlimited �a INTERIOR w o z Q S M 24 Double Leg Frame New White 06515NEW192 I Shapes Unlimited / i? o LL q" 25 Tenslon Springs 2584 Ade t 1 9 N o LL 5$8 26 Fiberglass Screen Cloth Charcoal/6D"x 96' 3002606 Phifer `n $ 27 Screen Spline H/ EX-FLX-0165-BK Imperial Plastic USA ��'' 00 28 Aluminum Comer Keys ICK257.X2rO lHygrade Metals I W m Misc.Components,Hardware and Hardware Fasts ens not all components ID'ed in section views 1\ / 1/2" GLASS BITE 29 Weep Hole Cover White H-808WHZ Product Design `n nNLL 30 Push Guides White I Screen Frame H•H707WHZ Product Design EXTERIOR \ m^ 31 Interlock Cover O eretin Sash/Lock Sash HH-06 Vinyl Cement RH Products \ 2 32 29Ib.3 Coll/984 Series/Constant Force Balance 803829 Amesbury ITnrth \ 33 LiRra)l End Caps White 00156-Coat S.I.L.Plastic // Robert J.Amen o,P.E. 34 Stainless Steel Staples 318 x 12 Sash BEA 80110 Smith Staple `—— 7/8"O.A.LAMINATED GLASS Florida P.E.No.49752 35 30PP1248P50-9N6 X1318 X 3 Foam Block W0511022 I-Indenmeyr CONSISTING OF:EXTERIOR 011a888•18y 36 Hu White Balance Grade Spring CS025 oon Jameteks 22 LAMINATED GLASS-(2)NOMINAL �Qe`Q� �PMES q4f-, 37 Hurricane Grade S rin CS025 James Spring Wire 30 AccessoryPaRsinstellatlonTrenslucant oz-MXotsoatocz Noya arasilloones 1/8"ANNEALED GLASS W/0.090" ��t;: ENSF.,�pG•� Used to secure KURARAY AMERICA INC. ��•frame. TROSIFOL INTERLAYER,7/16 No 49752 'tP 39 HumicaneTilt Latch 1057A-003-EW vielonlndustrfes operating to " e master frame. 40 Safe Seal Lock 322OSS-003-EW Vision Industries AIRSPACE W/STAINLESS STEEL 41 Safe Seal Keeper 8292A-003-EW Vision Industries SPACER(TYPE SS-D),INTERIOR STATE OF :w 42 Pivot Bars l TSha ed Head 6937 Vision industries '�•• ,C 43 CAM Type Swee Lock 322OSS-003-EW Truth Hardware 1/8'�TEMPEREDGLASS �F•.,(�...% 44 9SA2"Tri-Rlvet.040275 GripISash Pivot Bars 112003 GLFCo Lion ........ ` 45 9B-18 x0.650 Flat Wafer Shoulder/Sash l Hurricane Latch 137341 GLF Corporation GLAZING DETAIL 2 f811141111/1° 46 A 8 x 1 114"Tek White/Locks 120376 GLF Corporation 47 A 6 x 1"Tek White I Keepers 1IS821 GLFCorporatlon FIXED LITE HEAD SHOWN.SAME 48 A 8 x 3W'Tek/Pan Head Balance Shoes 120766 GLF Corporation AT SILL AND JAMBS.SILL 49 A 12 x 3"Flat l installation Scrows 401168 GLF Corporation PRODUCT REVISED 50 Face Mounted Keeper Steel Truth Hardware GLAZING BEAD IS TTEM NO.10. s mPiLTo�with the Florida whg Installation Fasteners Non-No. 20-0526.04 51 912 OR 914 WOOD SCREW n1a I We Steel ExI IraUon oat 712,IL 212025 52 114"ADVANCED THREADFORMTAPCON I Na IITW Steel 53 1#14 SHEET METAL OR SELF-DRILLING SCREW n1a n1a Steel mlam/�Daao Proau lice,wt (1)Hygrzde Metals Spedhmtlon:AISI 10OSto 1010,CS Type A end 1,30101 to 50lislYleld Strength,G40 Galyenhed (2)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER CURRENTMIAMI-DARE NOTICE OF ACCEPTANCE(NOA).