Loading...
HomeMy WebLinkAboutProduct Approval r � MIiAMI-DADE` -Z j�� ,�v®� ML"fl DADE COUNTY JF ��✓✓ PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RE;VUe��_W Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION E D F(7@6 15-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA)CODEECOMPLIANrwEmiamidade.gov/build—ing Regency Plus,Inc. 11"i 'E COUNTY f 2000 Locust Gap Highway / � Mount Carmel,PA 17851 Permitting Caa` r `/ q St.Lucia County 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). 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.- _ _DES.CRIPTION:-Series-"5405"--White PVC-Horizontal Sliding Window-L.MJ.- ---- APPROVAL DOCUMENT: 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.,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 hVIPACT RATINGL`arge 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 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. NOA No.20-1103.09 N Expiration Date: July 22,2025 01/21/2021 J 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. 08-1210.12) 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 5' Edition(2014), dated 03/31/15,with revision dated 09/01/15, 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. (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. Wang 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 complyingwith FBC 6th Edition 017 , 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. !UALITY ASSURANCE r 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 10/20/2020prepared 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 REGENCY PLUS, INC. a m SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW m a 4 m LARGE MISSILE IMPACT m U N �a mLL INSTALLATION ANCHORAGE DETAILS a ¢0 =LL NOTES °'~ 8 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 71h EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). W j � Y g 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. g 3. IX BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE c 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 c MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. z a d s 0 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201.TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-1 1 0-22 7 24-1,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 o Y 5. MATERIAL: 3 rn 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-0ADE NOA z 5.2. REINFORCEMENT: —U 6.2.1. GALVANIZED STEEL TUBE(0.730"X 0.434'X 0.06'THICK,Fy=30-50 ksi&Fu=37.5-68.7 ksi)-SASH PERIMETER u7=Q 0 z 6.2.2. GALVANIZED STEEL TUBE(0.935°X 0.730'X 0.05"THICK,Fy=30-50 ks(&Fu=37.5-68.7 ksi)-FIXED MEETING RAIL _j Q n-W W g 5.2.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA. 0-U W 0 >'t-j�x0 6. GLAZING: - z a �0 Z 6.1. GLAZING DETAIL AS TESTED: U U .2E 6.1.1. OVERALL:7/8'NOMINAL INSULATING LAMINATED GLASS. 0 O 0 0 m eN 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. oo > 6.1.3. LAMINATED LITE:(2)LITES OF 118"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. N Zz' 6.1.4. SPACER TYPEISIZE:7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SSD). 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, o ®o ,5 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 y MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. to 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. N wLu u 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. 0) 0m B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. F Robert J.Amofuso,P.E. 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 V MINIMUM EMBEDMENT Fbdda RE No.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. '%jpllEs gJ�hy 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: p� "gip+"• �4 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 7l8°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. SHEET DESCRIPTION 10.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12'MINIMUM EMBEDMENT INTO SUBSTRATE WITH'I'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 FLAT HEAD 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 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+1-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 CONCRETE/MASONRY 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 0.55(HVHZ) B ANCHORAGE ""m r �N4tn tKo Mdda 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI Noa-No. 20.1103.09 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 9 COMPONENTS expinuon uato 0712212025 13.4. METAL SUBSTRATE:STEEL 18GA(0.0428"),Fy=33KSI I Fu=45 KSI OR ALUMINUM 6063-T5 0.048'THICK MINIMUM. 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 10 BILL OF MATERIALS&GLAZING DETAILS rn�.mFoa. apt cones FRAME r'' SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW >. .� 74"MAX.FRAME i N HEIGHT _ �, WIDTH INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING m m a — 60"SASH �— %r o� 32" 33" SCREWS) OR CONCRETE/MASONRY SUBSTRATE LL o W F HEIGHT �� (CONCRETE SCREWS) W 0o IE oLL D.L.O.WIDTH D.L.O.WIDTH 56 y D.L.O. A B B 57 q"-D.L.O. HEIGHT 4 4 4 HEIGHT.- °a a ¢O Q� o 06 .. - mo ez� a.w waS J � O G Meeting Rail o a o J o C X D Q E zU o N 5 5 5 DETAIL 1 4"O.C.TYP. (SEE SHEET 5) z�¢ 4"O.C.TYP. s ° w 11 12"O.C.TYP. ?Z.�o 6"O.C.TYP. ¢oY �m z g �< EE °J'�w Op =j�XU h 4 4 4 3"TYP. u,o 6 o a o�E M WJF X0 35 "SASH �� �// Do 5j z $� o z JeLL 6z WIDTH Z 141"O.C. a Ia SERIES 5405 VINYL XO-OX TYP• HORIZONTAL SLIDING WINDOW X O W ff WEEP HOLES: EXTERIOR VIEW g g w 1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL a 2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL Raberl J.Am-ww,P.E. 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK noddaP.E.No.49752 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL TRACK 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 6 "� ND aq s2 a SERIES 5405 VINYL XO-OX HORIZONTAL '* \ �� •.�'* THE EXTERIOR SILL FACE SLIDING WINDOW �A%�STATEtO 6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK EXTERIOR VIEW-ANCHORAGE ID 7. 0.25"DIAMETER-LOCATED M SPAN AT THE EXTERIOR SILL FACE .,��•.o w;l.• o�.� WOOD AND CONCRETE/MASONRY SUBSTRATES DESIGN PRESSURE RATING PSF IMPACT RATING INSTALLATION NOTES: � ) 1. HEAD AND SILL ANCHORAGE THE SAME. 2. JAMB ANCHORAGE SAME. LARGE MISSILE 3. +/-1"TOLERANCE ON ANCHOR LOCATION. +55.0/-55.0 IMPACT 3.1. TAPCON MINIMUM SPACING IS 4"OC. 3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 4"OC. PRODUCT REVISED as co B d, plyinga ith tho Florida ��_ •, NGA-N Codo. 20-1103.09 Expiration Dalo 07/2212025 F MAX. SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW FRAME � � � m a HEIGHT 74"M�X.TRAME INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR g so"SASH 32" 33" SELF-DRILLING SCREW) =m �W rLL o- HO HEIGHT o D.L.O.WIDTH D.L.O.WIDTH o W N §w w a 56 2"D.L.O. A B B 57-j"D.L.O. a ¢z u HEIGHT 4 4 4 HEIGHT E 0a. °w w x � Y Meeting Rail o a N a z �s� O §0 �o- m C A' D 0 E 4"O.C.TYP. °zZ o 5 5 5 DETAIL 1 4"O.C.TYP. Sw (SEE SHEET 5) 2"O.C.TYP. 6"O.C.TYP. ¢ N�; O.C.TYP. z 2" x m:�t- of 11 z"O.C.TYP. 4"O.C.TYP.11}"O.C. v;=4 zoo m z J Boa Igo 6"O.C.TYP.--{ ; TYP. aJ w op I p Z K XU A B 6 (D0 0< 4 4 4 3"TYP. W. z "ryes 352"SASH > o WIDTH ¢ 1.0z SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW X O N WEEP HOLES: EXTERIOR VIEW 14 "O.C. o" TYP. E - a 1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL Robert J.Amoruw,P.E. 2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL 6%/ Flo da P.E.No.49752 P����apMES A��gry 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK a;�Qs`GENs!dpq�� 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILLGm TRACK �¢r No MIV 0 A # *R 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 7 .9 SERIES 5405 VINYL XO-OX HORIZONTAL �s:. cncup THE EXTERIOR SILL FACE 'o•_ w. SLIDING WINDOW 7. 0.25 DIDE BY 0.375"HIGH LOCATED MID SPAN OF THE AMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE OR SILL TRACK ACE EXTERIOR VIEW-ANCHORAGE STEEL 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 IMPACT 3.1. SMS,TAPPING OR SELF-DRILLING SCREWS MINIMUM PRODUCT REVISED y1y SPACING IS 2"OC. 9W Cin9 Cad.wlfh tL.F1.rICo nOA-Ho. 20.1103.09 E.i_u..q.t.07/22/2025 MInmFOatle Pmduel God O m (�)_�Rj�TCAL SECTION VERTICAL SECTION VERTICAL SECTION =LL o W K� OMPONENT ID HEAD-COMPONENT ID HEAD-COMPONENT ID W o N § o n a a 0 a V 1 17 1 17 Do aw el 4 41 Y QOLJ� d 41pBo A B Z a nn ( I' 1313Z - 15oz3B16a15 5 ¢ z9 41 20 9 z tz9,�226 20 21 20 �a a 0 L) W z SEE GLAZING J SEE GLAZING SEE GLAZING ° w o z p 21 SEE GLAZING DETAIL 2, DETAIL 2, 21 DETAIL 1, z��X o DETAIL 1, SHEET 10 SHEET 10 SHEET 10 w 0�90 .�E SHEET 10 UJo�°xJ ^NE EXTERIOR INTERIOR EXTERIOR. INTERIOR EXTERIOR INTERIOR N� 5 21 21 > , D 23 z w 26 20 23 21 21 20 9 � R a 22 20 5 22 20 5 w ❑ 13 9 13 3B 17 F a 16 15 n 15 RobeA J.Ann.—,P.E. I(�1 rnI i6 ILJ` Florida P.E.No.49752 1 lJ I I � � 16 O 16� �� q �C= CQi No 49 82' 'B 18 * ��a i *2 _9 1!v 0 33 �ZS 57ATE �. 17 18 3A 3A 18 3A �!rgro�lptt)S VERTICAL SECTION VERTICAL SECTION , VERTICAL SECTION A SILL-COMPONENT ID SILL-COMPONENT ID SILL-COMPONENT ID PRODUCT REVISED a Oding lying Mtb the Florida HOA-No. Codo20.1103.09 Enplmtlan onto 0712212025 Mlaml-0atle Produet Control Q Q Q SEE GLAZING o N m DETAIL 1, o o SHEET 10 12 16 15 13 11 13 15 INTERIOR INTERIOR 10 9 7 , KLL 51 �J w o o d o 2 0 3A -- w �- 52 � 8� 17 21 20 13� 6 Q p� � z� 20 3 c o � D 16 16 17 ❑ 20 ❑O O O A y LL Do ❑v 6� o a ❑ a 21 z�o � o� SEE GLAZING N 313 1 25 13 14 15 SHEET 0 4 N�Q z m N J EXTERIOR ZW ;m EXTERIOR EXTERIOR <a"° Z >F—cc=0 � U tq 0OU ON JnE HORIZONTAL 19 HORIZONTAL HORIZONTAL W��xZ ��$m N Z U p Z SECTION SECTION SECTION 99 t o�o axl OPERABLE LITE MEETING RAIL FIXED LITE a; JAMBS-COMPONENT ID JAMBS-COMPONENT ID JAMBS-COMPONENT ID w o a � p N a . Niz am O d� F Robert J.Ammuso,P.E. Flodde P.E.No.49752 +R� Wo d9 52 a 9 3A ;p.UsTnT�"3� r'o�c�'Qz.o NSQ4'p�2�• 3 B ���rtttt,tt,tt•. DETAIL 1 ee��� PRODUCT REVISED Bulltling todoMth thn FW fd. MASTER FRAME CONSTRUCTION NOA-No. 2a103.09 E.pbntlonq w071=2025 (SASH FRAME SIMILAR) M12 a�uet GontT < < <. , PROPERLY SECURED 1X 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 52 PROPERLY SECURED 1X C m 3 WOOD BUCK BY OTHERS 53INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS c m (SEE NOTE 3. SHT. 1) 1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. (SEE NOTE,2, SHT. 1) �• WOOD BUCK PROTECTION BY 4 EDGE DIST. 2X WOOD N O #12 WS: 7/8"' MIN. EDGE DIST. (' OTHERS (SEE NOTE 3, SHEET 1) v BY OTHERS e•d'• SEE NOTE 2, SHT. 1 O E CONCRETE BY OTHERS v SHEATHING ( ) w o N o 1 1/2" MIN. BY OTHERS .a> o Q•- Qo (SEE NOTE 2, SHT. 1) v EMBEDMENT ;y; a o ~!' EXTERIOR FINISH : #14 WS: 1 1/2" MIN. EMBEDMENT E° �o aW 1/4" MAX. BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT W '� p {-SHIM SPACE EXTERIOR FINISH '" 1/4" MAX. !'^', SHIM SPACE BY OTHERS PERIMETER CAULK �w BY OTHERS n �o r� PERIMETER CAULK O i 3 rn I l BY OTHERS Qp oo p a N a z= s a o / f LJI P z Q E5F r � i Q P < N U=� 1.0 2 Ve � f N N x z m 'm m ~ J 7 IL >- Z J aQ IL Ut~Aw x'o 0 rc EXTERIOR INTERIOR EXTERIOR bi w <O 4 HEIGHT INTERIOR WINDOW W 0 V 0 w m HEIGHT a Lu �eH 0 N �zz Jaof i$ o0 uo❑ �U $z ANCHOR-TO-SUBSTRATE w< m w EDGE DISTANCES ARE w p TYPICAL AND ': w o m MEASURED TO BOTH D 3 g 1 n n SIDES OF SUBSTRATE n n F J/ 111� rU� LUG rU� Robert J.Amo—,P.E. Florida P.E.No.49752 cm PERIMETER CAULK �p �O �p �O 0��4`Lihst•.9�� BY OTHERS 1/4" MAX. 1/4° MAX. :.4 No 4y75p p 1 _[SHIM SPACE SHIM SPACE * !1 PERIMETER CAULK *� 4a a EXTERIOR FINISH r ,: -� BY OTHERS #14 WS: 1 1/2" MIN. EMBEDMENT BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT ' � CONCRETE BY OTHERS 1 1/2" MIN. !` `�ihsS .... (SEE NOTE 2, SHT. 1) a EMBEDMENT EXTERIOR FINISH l PROPERLY SECURED 1X a �9 BY OTHERS y; WOOD BUCK BY OTHERS SHEATHING 2X WOOD (SEE NOTE 3, SHT. 1) BY OTHERS 53 1 1/2" MIN. BY OTHERS WOOD BUCK PROTECTION 1/4" ITW TAPCON EDGE DIST. #14 WS: 1" MIN. EDGE DIST. (SEE NOTE 2, SHT. 1) BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X PRODUCT REVISED (' SHEET 1) #12 OR #14 WOOD SCREW WOOD BUCK BY OTHERS as comp d�ea�ntn^°Fl°N°° #14INSTALLAO ANCHOR 52 (SEE NOTE 2, SHT. 1) NOA-N. za1•103.09 A VERTICAL SECTION EepimNoe Raft 07/222025 "A CONCRETE SUBSTRATE VERTICAL SECTION ® "- ��� - WOOD SUBSTRATE Mlom e• un eonao� 6 6 Q y #14 SHEET METAL o SCREW/SELF-DRILLING SCREW 54 Q a 3 4" MIN. INSTALLATION ANCHOR 8 EDGE DIST. METAL SUBSTRATE o o, (TYP.) BY OTHERS a 3:m �� x (SEE NOTE 2, SHT. 1) EXTERIOR FINISH W o N g of n 0 BY OTHERS a r 3 THREADS MIN. a o 0 o V it EMBEDMENT BEYOND cL Eo W INTERIOR WALL 1/4" MAX, _ w I�SHIM SPACE J Y PERIMETER CAULK cn O BY OTHERS Cl DO 0 c o INSTALLATION NOTES: z Z a i a LLO LJ z r n 1. APPROVED INSTALLATION SUBSTRATES INCLUDE E FOLLOWING: Q�H a ILJf .1. WOOD FRAMING, o 1 o ANCHOR-TO-SUBSTRATE 1.2. STEEL STUD FRAMING, EDGE DISTANCES ARE 1.3. ALUMINUM FRAMING,AND W H TYPICAL AND 1.4. CONCRETE AND/OR MASONRY. Z=n JQ Z vi MEASURED TO BOTH _ z o gm F J SIDES OF SUBSTRATE 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE at a a N w z DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE,FRAMING AND n¢J K CD g CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. V w=K O WINDOW 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL w U U O z $ HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X O O O Q h 8 BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS LU c~x w B Li.2 EXTERIOR INTERIOR THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE o z SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE a > & 84 RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. N m $ �m 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16" rn rn OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". W J $o m w co am�LL 5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2'MINIMUM EMBEDMENT INTO CONCRETE WITH 1 112"MINIMUM EDGE DISTANCE AND 1" a U L I MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN F U ELEVATIONS AND INSTALLATION DETAILS.4'MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED. Robed J.Amomso,P.E. 1/4" MAX. ANCHOR LOCATIONS HAVE+/-1'TOLERANCE. Florida P.E.No.49752 o SHIM SPACE INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE ,�{1i11ut###t7t PERIMETER CAULK 6.6 1 FOR#12 FLATING HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A.1 3/8'MINIMUM ��+QQ�•�GS` �9�: BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 7/8'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR :04 SPACING OF 2'ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. : N,}a, 52 O ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. 6.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"MINIMUM gip% STATEy O� ate. EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHORSPACING OF "O +/-CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS 7et#ail/1N�. -7. 3/4" MIN. 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLATHEAD SHEET METAL OR SELF DRILLING SCREWS EXTERIOR FINISH 3 THREADS MIN. 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" SCREW/SELF—DRILLING SCREW METAL SUBSTRATE TOLERANCE. INSTALLATION ANCHOR 54 BY OTHERS (SEE NOTE 2, SHT. 1) 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH PRODUCT REVISED Flodaa VERTICAL SECTION 9al�din. Tr n METAL SUBSTRATE ASTM E2112. ROAN.. 20-1103.09 F�piratlon onto 07/2212025 Nr.mw.eo p�oeu<e c.nt.o NZ 1/4" MAX. 2X WOOD FRAME BY OTHERS SHIM SPACE 1/4" MAX. SHIM SPACE (SEE NOTE 2, SHT. 1) 1 1/2" MIN. EMBEDMENT - CONCRETE 'm ','• INTERIOR SHIM AS REQUIRED 1 {. 40 " MIN. EMBEDMENT - MASONRY �¢ N =m Kw = #14 WS: 1 1/2" MIN. EMBEDMENT k� oo F-O #12 WS: 1 3/8" MIN. EMBEDMENT 5s 1/4" ITW TAPCON INSTALLATION ANCHOR w 0 0 p LL wr Fo a o 0 1 1/2 MIN. EDGE DISTANCE - CONC. Lit a E B a y #12 OR #14 WOOD SCREW 2" MIN. EDGE DISTANCE - MASONRY =w � INSTALLATION ANCHOR A + J Y #14 WS: 1" MIN. EDGE DIST. o� �� a.�4--CONCRETE OR MASONRY Oo Q BY OTHERS �0 #12 WS: 7/8" MIN. EDGE DIST. q p V 'V (SEE NOTE 2, SHT. 1) �4Q o 0 .Q PROPERLY SECURED 1X zL) :a PROPERLY SECURED 1X L-_:,. WOOD BUCK BY OTHERS 3 WOOD ODE BUCK NOTE 2Y OTHER; =`1;;:,:ii• :'ti':'sj,^+�:;1 O ............... a• a' (SEE NOTE 3, SHT. ) L:;. a ❑ d :f::::;, o 1• WOOD BUCK PROTECTION BY Y \ SHEATHING EXTERIOR = ;r='t'' OTHERS (SEE NOTE 3. SHEET 1) N N \ BY OTHERS Z r y J EXTERIOR FINISH = z >m EXTERIOR FINISH PERIMETER CAULK PERIMETER CAUL BY OTHERS a a r w Z BY OTHERS BY OTHERS BY OTHERS a w o VERTICAL SECTION w c=Ni¢o H 4 woos SUBSTRATE -ANCHOR-TO-SUBSTRATE - VERTICAL SECTION w o,o0 om e� EDGE DISTANCES ARE. D CONCRETF(MASONRY o g a gg" •'"-" TYPICAL.'AND SUBSTRATEn$ MEASURED TO BOTHth 1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE INTERIOR SHIM AS REQUIRED 'xz 0 ��aw #14 SHEET METAL rwoo cs ax�LL 54 SCREW/SELF-DRILLING SCREW 0 m o� INSTALLATION ANCHOR a Robert J.Ammuso,P.E. Florida P.E.No.49752 0 3/4" MIN. �atiMgory EDGE DIST. (TYP.) LOWER SASH JAMBS }AMES A�.,; SHOWN.SIMILAR .�Q��y�GEGIg Q9G INSTALLATION FOR 3 THREADS MIN. UPPER FIXED LITE JAMBS. EMBEDMENT BEYOND INTERIOR WALL +o:y STA�,s��{": `. METAL SUBSTRATE BY OTHERS (SEE NOTE 2, SHT. 1) 4.0 q',�G©`�, EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY OTHERS PRODUCT the a ,mpWl n ala Florida ,II VERTICAL SECTION NOA-Na. 20a103.09 METAL SUBSTRATE Eaplraean Data 07/2212025 Ylam a eruct Conte MAIN FRAME SASH STOP FRAME 2 3• m O WHITE RIGID PVC O COVER ® POCKET COVER ® POCKET COVER POCKET INSERT TYP.WALL TICKNESS 0.070" WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC ® WHITE RIGID PVC o �_ m a -a.17o TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070. TYP.WALL THICKNESS 0.070" TYP.WALL T THICKNESS 0.070" N I} 0.315° i.o7sLL - rt p _ � ���� o.a3o 2.730" u 0.565• 1 1.400° f +.e7a-1 -i.e7e z z a E a_. E B a a �-3.250"--►I w a � Y � GLAZING BEAD STOP GLAZING BEAD STOP IMPOST MULLION/FIXED SASH FRAME GLAZING BEAD STOP/SASH _ F=LiTEMMANDJAM05 R=LTTBN G GRAM MEETING RAIL ® O WHITE RIGID PVC O5 WHITE RIGID PVC 6 WHITE RIGID PVC WHITE RIGID PVC O O WHITE RIGID PVC TYP.WALL TICKNESS 0.055" 3 o g TYP.WALL TICKNESS 0.070" TYP.WALL TICKNESS 0.060" TYP.WALL THICKNESS 0.070" o TYP.WALL THICKNESS 0.066" z aim o 0.691• 56' 000° 0.329"-� �•^-Z U = <m�888y z 0• d t!W w5 1J c W1a0.747 F 1u'7'J J r i ui 00 h GLAZING LIFTRAIL HANDLE INTERLOCK COVER HURRICANE zm,<R o J r N 10 1 1 O SASH COVER 41 TILT LATCH ° °x WHITE RIGID PVC WHITE RIGID PVC 12 �Jo eN WHITE RIGID PVC o TYP.WALL THICKNESS 0.055" TYP.WALL THICKNESS 0.075" STEEL-ZINC COATED o z z TYP.WALL TICKNESS 0.065" N > �s r 0.306° 0.914• 0.697• `uS 1 u 2{ 0.953" 1II 0.2se 0.176° co 1.722• w 8 o m w 0.323' w �--�� a m?m 0.345' 0.205" ur 1.121' °ate 0.377" ❑ 0.709" 0.166' Robert J.A,,,,,RE, Florida P.E.No.49752 0.377' ,906• 2.zso° 5.622' ❑ OQ:'"�'� `4fi"•'GiP i 0.669' 4' Nod9 82 ❑ 0.803• 1,067• ❑ '4 � ,'� QO q'; 13 REINFORCEMENT 14 REINFORCEMENT 1.012• 0.709' a����t.G q STEEL STEEL ❑ TYP.WALL TYP.WALL THICKNESS 0.06" THICKNESS 0.05" 0.157" �-0.544" 0.437"(TYP) 0.434' 0.730' Ir--��-0.730' o 0.935° PRODUCT REVISED P 0 wkh Ilio Florld. MOA-Nox.°ae xoA-No. 2o-1 1o3.0D E pi-u..n.m 07/22/2025 py z r�.m-o.do Piodua tom a ¢ a Series 5405 XO Horizontal Slider/Bill of Material Item No.I Description I Part Numbers Su liar Material or Note o y Frame Com onents C `� 1 Master Frame IV White 1060I7780 Enerill I Royal White PVC(2) c � 2 Sash Stop Frame Cover Head IV White 107017736 Energi 1 Royal _ _ White PVC(2) mo 3A Pocket Cover IV Whit.107317724 Ener IIRo'al WhitePVC(2i —� r �/Q"GLASS BITE U ---...— x m w x 36 Pocket Cover N Whi[o 177617739 Eneryf/Royal White PVC(2) r LL z LL F U 4 Pocket Insert IV White 107917737 Ene (!Ro al White PVC(2 k1OR 7/8"O.A.LAMINATED GLASS UONo u- 5 Glazing Bead Fizetl Section N White11031772fi Ener911 Royal White PVC_(2) w r o I-n 56 Glazin Bead Fixed Section IV White108017753 Ene i/Ro al WhitePVc 2 IORCONSISTING OF:EXTERIOR p w� w7 Ira ost Mullion Fixed Section N White 106317735 Ene I1 Ro al white Pvc 2 LAMINATED GLASS-(2)NOMINAL 1/8" 08 Sash Fmme O emtin Sash IV While 12821 T750 Ene i I Ro al White PVC(2 a.E a 9 Glazin BeadSlo O emtin Sash/Vents NWhite1067/7745 Ene IIRo al White PVC 2 ; 13 ANNEALED GLASS W/0.090" w � ]w10 Glazin LiftrailHandle o eratln sash/vent NWhitc106817747 Ener i1Ro ai white Pvc(z) KURARAYAMERICA INC.TROSIFOL tkCoyr O emtin Sash IVent IVWhite118017727 Ene t/Ro at White PVC 2 INTERLAYER,7/16"AIRSPACE W/12 SashCovor Opemtin Sash)/Vent IV White 1078/7725 Eneri/Royal White PVC(2)Reinforcement STAINLESS STEEL SPACER(TYPE t3 o amen SashlReinfarcement ST-226.144-0.052 H mdeMefats .O6"GaN.1SS-D),INTERIOR 1/8"TEMPERED 14 Ira osFixeMeetin Rail Reinforcement ST.888-168-0.062 H mde Metals .05"Galy.1 GLASS,Reintorcemen[Fastener 117595 GLF Co oration OaiWeatherstd in9 15 z Z 6JO 16 .210x.300FinSealPocketCover1107317724 W23303NW0000 UltmFab GLAZING DETAIL 1is20x.300FinSeatPocketCover1107317724 W23303NW0000 Ultra-Fan16 .210x.300FinSealInn ulllon1106317736 W23303NW000D Ultra-Fab OPERATING SASH JAMB SHOWN. w17 A87x.300 Fin Seal Interlock Cover 1518017T27 W23301 NWD000 Ultm•Fab }17 .187x.300FinSealInterlockCover a IBlocks1118017727 W2339INwoo6D Ultra-Fa6 4 SAME AT HEAD AND SILL. a �, 17 .187 x.300 Fin Seal Sash Frame 11282177501 Ene I W2330INWOD00 Ultra•Fab U S m G ZNN 17 .187 x.300 Fin Seal Sash Frame 11282 17750/Exterior To W23301NW0000 Ultra-Fab ! 2 Z¢ 18 .210 x.220 F(n Soai Sash Fm na 11282/7T60 f Extedor Base W23223NW0000 Ultra-Fab a¢a O Z 19 .270 x 220 Fin Seal Sash Frame/Sln Io Le Screen Frame W112257W0000 Ultra-Fab (L a Gla:in9 } od W p a 20 Wet Glaze O emtin Sash I Fixed Section) 552 sikaFlex Black Sika US C1 rn _ 21 E366 2.7mm 10.9.0 PVB Interta er IG Hlrrticana Laminate Ira act Cardinal Z�<X 6 22 Glass Sedin Blocks Ffxed Base 2N6-0K-0.125-032-064 Frank Lowe /i woo V p w E 23 Glass Settin Blocks Sash Base 2NB-0K•0.125-028-028 Fmnk Lowe l 4 x S.: 24 ENDUR IG with XL Edge SS Spacer SS•D TYPE — Cardinal Stainless Steel �0 \ o g? 2 d$c Screen Components(not all components lD'etl in section views) 5 INTERIOR N zLL �A 405 25 Single Le Frame New White 06516NEW 192 Shapes Unlimited 26 Double Le Frame New White 06515NEW192 Shapes Unlimited `o 0 27 Tension S rin s 2584 Ade t 20 `o,m a iO r 20 Fiberglass Screen Cloth Charcoal/20"x 600' 3002606 Phl(er I w c o w 29 Screen Spline H 1 EX-FLX-0165.BK Imperial Plastic USA W r 30 Numinum Comer Keys CK252)(260 HygradoMetals El 1/2 GLASS BITE 31 Screen Clip Clear H3150 ProductD..1lin Misc.Components,Hardware and Hardware Fasteners(not all components ID'ed in section views) EXTERIORo- 32 Weo Holo Covor Whoa H4808WHZ Product Design ! \ `� Robert J.Ara—so,P.E. 33 Stainless Steel Ball Boarin Rollers WR03-R3 Product Design \ Fladda P.E.N..49752 34 Black GlazingTa a 1B x 3/8 x as Fixed Section VEN-VG-1208B Industrial Sales RH Products 36 Liflrall End Ca35 Interlock Covers White(OperaOn sash lvont HH-66 VinylDO 56-Coot cement S.I.L.Plastics '/ 7/8"O.A.LAMINATED GLASS ,+SQ�IRMES 44f 37 Stainless Steel Staples 3/8x112Sash SEA80/10 Smith StepIe 24 CONSISTING OF:EXTERIOR foot 'v+DkNBE''9Gd% 38 30PP12-18PSO.9/16 X1318 X 3 Foam Block WCSII022 Lindenme r LAMINATED GLASS-(2)NOMINAL =�t`.t 952 •0. 39 Hurricane Grade SpdnS _ CS025 James Sp Wile 0090 _..— __ _...._ _._.._.. — -- . _ 1/8"ANNEALED GLASS W/ " 40 Accessory Parts Installation Tmnslucent 02-MX0150010C2 —__ Novegard Silicones___ 41 Hurricane Tilt Latch 1067A-003-Ew Vision Industries —� KURARAY AMERICA INC. 42_safosealLock 3220SS-003•EW Vision Industries j TROSIFOL INTERLAYER,7/16" 43 Safe Seal Keeper 8292A-003-EW Vision Industries 44 #8.18x0.8s()FlatWafer Shoulder)Sash/Hurricane Latch 137341 GI.FC oration AIRSPACE W/STAINLESS STEEL 45 #8x11/4"Tek White l Locks 120376 GLF Corporation -- SPACER(TYPE SS-D),INTERIOR 'trrrFFFtntt 46 #6x1"TekwhheIKeepers 116821 GLF Corporation 1/8"TEMPERED GLASS 47 #6x 1114"Tek White/Impost Mullion Rebar 156180 GLF Corporatfon 48 #8 x 312"Phil Pan HD SMS m Salt S /Impost Mullion 120913 GLF Corporation 49 90025 x 0.194 Washerl lm ost Mullion 145030 GLF Corporation so #5x318"Tait IScreen Ups Whito 116506 GLFCorpomtion i GLAZING DETAIL 2 51 CAM Type Sweo Lock 3220SS-003-EW 7mth Hardware 52 Face Mounted Keeper — Truth Hardware Steel Installation Fasteners FIXED LITE HEAD SHOWN.SAME PRODUCT REVISED p1 in with the Flodda 52 #12OR#14 WOOD SCREW nla n/a steel AT SILL AND JAMBS. aoliS1.. 63 1/4"ADVANCED THREADFORM TAPCON nla RW steel ! NOA-No. 20.1103.09 . 54 — expimu.n oat.07122/2025 64 #14 SHEET METAL OR SELF-DRILLING SCREW nla nla Steel (1)Hygratle MCWls5pednzadon:A1511005to1010,C5Type Aan4 B,30kti to 50ksi Ylelb Strength,G40Galvanlzed D 121ENERGIFENEST..NSOLUTIONSUSA,M1,'ERCU66ENTMIAMI-DADE NOTICE OF ACCEPTANCE(NOA). Mlam-Dadoproduct ontrol