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HomeMy WebLinkAboutNotice of Acceptance (2) open0d1 *41,) z MIAMMADE MIAMI—DADE COUNTY ° 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) V:Mnat=idade.gov/bui1ding RREVIEWED egency Plus,Inc. 2000 Locust Gap Highway CODE COMPLIANCE Mount Carmel PA 17851 ST. LUCIE COU NTY SCOPE: This NOA is being issued under the applicable rules and.regulationPpDDg 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 inclu ine the Hiah Velocitv Hurricane Zone. 0 o L)ESCRIPTION: Series"5305 Tilt"White PVC Double Hung Window-L.M.I. PROVAL DOCUMENT: Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Lou o Wdow", sheets 1 through 10 of 10, dated 01/12/09, with revision L dated 10/20/20, prepared by PTC Jfduct Design Group,LLC,signed and sealed by Robert J.Amoruso,P.E.,bearing the Miami-Dade County .� &roduct Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade Countv Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Im act 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.20-0512.01 and consists of this page 1,evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. :Januuary21,2021 o.20-1103.08 Expira:Date: May 06,2025 MIAMI•DADECOUNTY [Approval 01/21/2021 Page 1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0122.05) 2. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 8 of 8, dated 01/12/09, with revision J dated 01/08/18, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test, per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of series 5305 tilt double hung vinyl window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-11422-2, dated 10/02/08, with revision dated 01/08/09, and addendum letter dated 03/12/09, all signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 09-0122.05) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of series 5405 horizontal sliding vinyl window,prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-22724-1, dated 04/27/20, signed and sealed by Joseph A. Reed, P.E. (Submitted under NOA No. 20-0512.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 06/01/15 with revision dated 09/01/15, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under NOA No. 15-0618.02) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Sifang Zhao,P.E. Product Control Examiner NOA No.20-1103.08 Expiration Date: May 06,2025 Approval Date: January 21,2021 E-1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. NOA No. 19-0305.02 issued to KuraraY America Inc. for their"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. NOA No. 18-0122.02, issued to ENERGI Fenestration Solutions USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, expiring on 02/28/23. 3. ENERGI Fenestration Solutions Data Sheet for compound product No. 3242/8007, Rigid PVC Building Products Profile Extrusion compound designed for Windows and Doors dated May 19, 2016. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 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 NOA No. 18-0122.14) G. OTHERS 1. None. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. RPLS0064,titled"Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 10 of 10, dated 01/12/09, with revision L dated 10/20/20, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 7t1 Edition (2020), and of no financial interest, dated 10/20/2020,prepared by PTC Product Design Group,LLC, signed and sealed by Robert J. Amoruso, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0918.04, issued to Regency Plus, Inc. for their Series "5205" Outswing White PVC Casement Window—L.M.I., expiring on 05/06/20. 4: � Sifang Zhao,P.E. Product Control Examiner NOA No.20-1103.08 Expiration Date: May 06,2025 Approval Date: January 21,2021 E-2 REGENCY PLUS INC. 63 SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW a LARGE MISSILE IMPACT cs K o W a ¢° n F INSTALLATION ANCHORAGE DETAILS IL a 0 0 NOTES: as w a a¢.ci w 7 p >¢ W w 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7th EDITION 2020 FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE HVHZ. Y 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER CONCRETE/MASONRY 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 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 N o a MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. ZZ i O � a 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-110.11422-2,DATED 70/02/08,WITH REVISION DATED 01/08/09 AND ADDENDUM LETTER DATED 03112/09 BY NATIONAL CERTIFIED O z� TESTING LABORATORIES,YORK.PA,SIGNED AND SEALED BY HAROLD E.RUPP,FLORIDA P.E.VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO.19-0312. Z o 5. MATERIAL: 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA. �j 3 z 5.2. REINFORCEMENT: 5.2.1. GALVANIZED STEEL TUBE(0.730"X 0.434"X 0.06"THICK,Fy=30.50 Its!&Fu=37.5-68.7 ksi)-SASH PERIMETER u7=Q Lu m z 5.2.2. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA. 7 a a m" 6. GLAZING: Y W 00 IO S 6,1, GLAZING DETAIL AS TESTED: Z j of Z N �2 6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. Q U Z 6,12. GLASS THICKNESS:(1)LITE OF 1/8"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. w 6.1.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA.INC. o is— ^✓zN 6.1.4. SPACER TYPE/SIZE:7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). 6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKA FLEX"552"BACKBEDDING WITH A SNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. a�� 6.2. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER.GASKET MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. 'n ` (n tt�mu 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. w 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. Lu rn 8. 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", 16. a a m 9. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND V MINIMUM EMBEDMENT Robert J.Amoroso,P.E. 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+/-V TOLERANCE. Florida P.E.No.49752 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: %...WI°pp 10.1. #12 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE `�,0 )AMES A4.Oq �• WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS TABLE OF CONTENTS .�pm�;:'�.`CE Na"..!��= SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE-1-1"TOLERANCE. C: No 49j62 '•O t 10.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE SHEET DESCRIPTION : WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS -v. q•;q¢= SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. 1 NOTES sp 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(SMS)WTH SUFFICIENT S O LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND 3 ELEVATION AND ANCHOR LAYOUT(SMSrrAPPING/SELF-DRILLING SCREWS) .S;10N11111% MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-I"TOLERANCE. 4 VERTICAL SECTIONS-COMPONENT ID&GLAZING DETAIL 12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING 5 HORIZONTAL SECTIONS-COMPONENT ID&FRAME CORNER CONSTRUCTION 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 6 VERTICAL SECTIONS-WOOD AND CONCRETE/MASONRY SUBSTRATE ANCHORAGE INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 7 VERTICAL SECTIONS-METAL SUBSTRATE ANCHORAGE&INSTALLATION NOTES MINIMUM STRENGTH SPECIFIED BELOW: 13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) HORIZONTAL SECTIONS-WOOD,CONCRETEIMASONRY&METAL SUBSTRATE PRODUCT REVISED 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI B a yl g Wth tho Florida 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY-117 PCF ANCHORAGE Ealialng as N no. 20.1103.0E 13.4. METAL SUBSTRATE:STEEL 18GA(0.0428'),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM, 9 COMPONENTS exgimtlun 0ato 0 510 612 0 2 5 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 10 BILL OF MATERIALS&COMPONENTS ey =? nlomwaaa SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW 53"MAX.FRAME INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING m WIDTH SCREWS) OR CONCRETE/MASONRY SUBSTRATE 49,J"TOP SASH (CONCRETE SCREWS) �m H �m F r o l WIDTH w o a a 6X ��' w�a Fw-� N 45T"TOP ° a--0 wo a0 SASH O a w w u D.L.O.WIDTH 3"FROM CORNERS a @ HEAD&SILL TYP. Y C B 6"FROM JAMB 4 6 CORNERS TYP. e o 2"O.C.TYP.FOR LLo 3� o N II �� ]� WOOD SCREWS. oz w 36 TOP 3216 TOP D 4"O.C.TYP.FOR z< E SASH 8 g CONCRETE SCREWS. > a � 77"MAX. SASH X 5 D.L.O. C X I T z� HEIGHT 8 8 z=°,°» v FRAME /� HEIGHT ! �� �, I •1 xo >m : HEIGHT o / ti Rail 1 j� a� 14 O.C.MAX.TYP.WOOD J a a mg z .._ , .. . _.. .. .. SCREWS a<-1 D� a 5 / 2"O.C. ' 13�"O.C.MAX.TYP. o0 36 5i II 4 33 8"BOTTOM TYP.EACH SIDE /� CONCRETE SCREWS z v v za »J N e Vt e E SASH OF MEETING RAIL w >o m e%BOTTOM 5 5 D.L.O. I o F z o " SASH X HEIGHT X Pow HEIGHT %/ �� INSTALLATION NOTES: u== 1. HEAD AND SILL �a �o mm o ANCHORAGE THE SAME. w� u�a q v A 2. JAMB ANCHORAGE SAME. N L m 15— O.C.TYP. q ie 6 3. +/-1 TOLERANCE ON m DETAIL 1 @HEAD&SILL ANCHOR LOCATION. a 46 6"BOTTOM (SEE SHEET 5) 3.1. TAPCON MINIMUM Robertl Amoruso,P.E. SASH SERIES 5305 TILT VINYL DOUBLE HUNG SPACING IS 4"OC. Flonoa P.E.No.49752 D.L.O.WIDTH WINDOW WINDOW 3.2. WOOD AND TAPPING ,`llpuuvbp�� 50 8'BOTTOM EXTERIOR VIEW-ANCHORAGE SCREW MINIMUM `����Sy GEES Egad•., WOOD AND CONCRETE/MASONRY SUBSTRATES SPACING IS 2"OC. SASH m; I No aso WIDTH STATE SERIES 5305 TILT VINYL DOUBLE WEEP HOLES: -,,;O Al HUNG WINDOW WINDOW 1. ONE(1)TRIANGULAR-SHAPED WEEP HOLE MEASURING APPROXIMATELY 1/2"WIDE ' s"'•• a F` O R% O \. EXTERIOR VIEW BY 1/2"HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER o�''��5;,°;�n� °;��'` VERTICAL LEG. DESIGN PRESSURE RATING(PSF) IMPACT RATING 2. ONE(1)WEEP HOLE MEASURING 1"X 1/4"WAS LOCATED AT EACH END OF THE EXTERIOR SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR C55.0/-55.0 LARGE MISSILE HORIZONTAL SILL FACE. F PRODUCT REVISED IMPACT 3. ONE(1)WEEP HOLE MEASURING 1-1/2"X 1/4"AND EMPLOYING A PLASTIC WEEP SuIldl lY ng Mth tha Florida .C COVER WAS LOCATED AT 2-7/8"FROM EACH END OF THE EXTERIOR VERTICAL SILL HOA-M oduza1103.08 ERplmllan Onto0S10612025 FACE. By MIamF ade Prodacl Corrtrol SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW 2 W 53"MAX.FRAME INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR ° WIDTH SELF-DRILLING SCREW) 49 is"TOP SASH w 06 d o WIDTH ujZ w �� m a o Q N 454"TOP ao _ °w SASH w D.L.O.WIDTH 3"FROM CORNERS Y @ HEAD&SILL TYP. 4. 17) 6"FROM JAMB a a CORNERS TYP. o 2"O.C.TYP.FOR SMS oz w 32 is'TOP is SCREWS. } a S 36'�"TOP c7 77"MAX. HEIGHT 5 X 5 p L.O. 8 X 8 ? =o iml FRAME �� �� HEIGHT =a a w N=¢w> > HEIGHT Meetin Rail ..=..e=.�1 1,, a(D W DW9 z O.C.MAX.TYP.FOR SMS w opp} ❑2 � 2,�O.C. � �� SCREWS � /� B 331"BOTTOM w U a rz a 5�� 4 e TYP.EACH SIDE p U za �„36 E BOTTOM 5 5 SASH OF MEETING RAIL I II �$ Fz e� D.L.O. SASHHEIGHT X / zi HEIGHT I �� II ~z ��o N INSTALLATION NOTES: m� 1. HEAD AND SILL �W ®s s ANCHORAGE THE SAME. it W R S w A A 2. JAMB ANCHORAGE SAME. � n 4 1516 O.C.TYP. 7 3. +/-1"TOLERANCE ON 2 @ HEAD&SILL ANCHOR LOCATION. 2 m DETAIL 1 3.1. SMS,TAPPING OR RabertJ.Amaruso,P.E. 4616 BOTTOM (SEE SHEET 5) Floritla P.E.No.49752 SASH SERIES 5305 TILT VINYL DOUBLE HUNG SELF-DRILLING D.L.O.WIDTH WINDOW WINDOW SCREWS MINIMUM ``,��� jpiAEs q'�o 1„ EXTERIOR VIEW-ANCHORAGE SPACING IS 2"OC. 0`4,.y�CEMgE':9G�G 50 s BOTTOM ,moo: s SASH STEEL SUBSTRATES :x:; No as�s2 'p WIDTH -* ` *" �Ay�STATE OPw` SERIES 5305 TILT VINYL DOUBLE WEEP HOLES: '��F.F HUNG WINDOW WINDOW 1. ONE(1)TRIANGULAR-SHAPED WEEP HOLE MEASURING APPROXIMATELY 1/2"WIDE °�oslorin�F?G`�� EXTERIOR VIEW BY 1/2"HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER � fall%%� VERTICAL LEG. DESIGN PRESSURE RATING(PSF) IMPACT RATING 2. ONE(1)WEEP HOLE MEASURING 1"X 1/4"WAS LOCATED AT EACH END OF THE EXTERIOR SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR +55.0/-55.0 LARGE MISSILE HORIZONTAL SILL FACE. PRODUCT REVISED IMPACT 3. ONE(1)WEEP HOLE MEASURING 1-1/2"X 1/4"AND EMPLOYING A PLASTIC WEEP emim� j.awl03m0S o Napo. 20.7'103.00 COVER WAS LOCATED AT 2-7/8"FROM EACH END OF THE EXTERIOR VERTICAL SILL Fwi-tb"Dat.05/0e/2025 FACE. mi 6 6 ry m o � = n oW �m EXTERIOR � INTERIOR 16 1 g 4 7 � �ZWN 1 g wLLci �W �W g 2 3 01 4 Y 1 1 6 EXTERIOR 11 INTERIOR ` _ p 0 0 � o o Jw A � O 10 2 DErAIL ;, 14 °off 2 2 w w SHEET 4 11 2 Z o o 16 SEE GLAZING17 DE z(9 TAIL 1. < C7 eG VERTICAL SECTION 8 SHEET 4 c�_ C HEAD-COMPONENT ID 31M a s w z m z a�woa � B A , 16 VERTICAL NO 02 MEETING -OMPOE ID Z >Z 0ZU J na U US INC s m w >w 14 30 17 SHEET 4 6 o F—Z 9" r� �a$Qa� 2 mW mbaa 1 112"GLASS BITE 7 wr a^ V 31 4 7/8" O.A. LAMINATED GLASS CONSISTING OF: Nw 13 _ INTERIOP. o EXTERIOR LAMINATED GLASS -(2) NOMINAL 1/8" 1 1 1 `� ANNEALED GLASS W/0.090" KURARAY AMERICA Robert J.Ammuso,P. INC. TROSIFOL INTERLAYER, 7/16"AIRSPACE W/ Flodde P.E.No.49752 33 I STAINLESS STEEL SPACER TYPE SS-D , ,A ... 1 INTERIOR 1/8"TEMPERED GLASS =ems''No d8792'GAG: EXTERIOR INTERIOR 1' VERTICAL SECTION 1 p EXTERIOR 9O;• STATE 8 :!V` SILL-COMPONENT ID 2 1 GLAZING DETAIL 1 PRODUCT REVISED omplying wllh the Florida ..Udlag Code NOA-No• 20-1103.06 E.pl-llo R.I.0510012025 gy Nlom a oroduct Cont-1 _ � o N N O O m N m r1j mx TT A�'— TT TT TOT ti O N � N ti O N N C4 °4W En rri CIO � o y o y CIO cn O O z z vJ y Y � 7y z C" � C � O z (-n _ N 11411,10, REGENCY PLUS,INC. FHORIZONTAL 2000 LOCUST GAP HIGHWAY PROJECT tw2o-0610 Fi 'a o ,.g'7i; ,F,D'� a oMT.CARMEL PA 1785'1 UPDATE TO 7TH ° 1 Qop, •�:Ti v+ y�:_t R a L 10/20/20 RJ 5305 TILT VINYL DOUBLE HUNG WINDOW-LMI EDITION(2020)F8C -0:O a t' o: 3-` TAL SECTIONS-COMPONENT ID&FRAME CONST. 3m 5y:a Mo •11� m3DRgvM Dv: DATE: K RE A14D,NEWANOFILE E412g/20 RJ4OoN •y ° �- BB V12/0BAND FRAMEPROFILE(A :tr 5, : sc� N �� '� SCALE: Drawwo ND: UPDATE TO 6TH 0vct Design Group.LLC N.T.S. RPLS0064 ED.(2017)FBC1/6118� L.9—.d,FL 32752-07753g mto@ptc p. REv:L of Auth.No.25935 L 50F 10 REv OESCWPDDN DATE 6Y PROPERLY SECURED 1X 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 53 PROPERLY SECURED 1X N w WOOD BUCK BY OTHERS 54 INSTALLATION ANCHOR WOOD BUCK BY OTHERS INSTALLATION ANCHOR o (SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) m a WOOD BUCK PROTECTION BY EDGE 1/2 MIN. #14 WS: 1" MIN. EDGE DIST. 3 a EDGE DIST. 2X WOOD a OTHERS (SEE NOTE 3, SHEET 1) ` v d #12 WS: 7/8" MIN. EDGE DIST. BY OTHERS =m w =U �w �J CONCRETE BY OTHERS v SHEATHING (SEE NOTE 2, SHT. 1) w o N za o m SEE NOTE 2, SHT. 1 vv 1 1/2" MIN. BY OTHERS y w 3 w ( ) v v a EMBEDMENT a <o i + EXTERIOR FINISH #14 WS: 1 1/2" MIN. EMBEDMENT a F o a d 1/4" MAX, BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT �o w< �w SHIM SPACE EXTERIOR FINISH T 1/4" MAX. w Y BY OTHERS SHIM SPACE PERIMETER CAULK t� W BY OTHERS PERIMETER CAULK BY OTHERS p a y w �o o¢x o a o 3z o� r Q ZW a o a �of zU^ =m m v �]© tri=Q W( >m EXTERIOR P :D¢a m w z a Uw pza g w VERTICAL SECTION c}i g o°° CONCRETE SUBSTRATE 2-Q>-Q R HINDO INTERIOR VERTICAL SECTION INTERIOR WINDOW 0 o Z W ."a EXTERIOR WOOD SUBSTRATE HEIGHT W Jo Sr N eN �o�JW LL� o ZO IT N ®�o� U UZ d ANCHOR—TO—SUBSTRATE EE¢ - a w C� EDGE DISTANCES ARE D© WO TYPICAL AND (no 4 MEASURED TO BOTH SIDES IIn11 as LL U a LI a Robert J.AmN P.E. FlondloriGa P.E.Na.o.49752 0 � GEISr^4�9 PERIMETER CAULK ��0; SE•,G q BY OTHERS 1/4" MAX. 1/4" MAX. Q�t NO 4fl 52 so SHIM SPACE SHIM SPACE PERIMETER CAULK 5 � EXTERIOR FINISH i i✓: —� BY OTHERS ay:�,U e t T �= ..,.,I,:• #14 WS: 1 1/2" MIN. EMBEDMENT 9; SrarE u+� BY OTHERS -'•- _� 12 WS: 1 3 8" MIN. EMBEDMENT 4�' R• �' CONCRETE BY SHT. �, EMBEDMENT NI NOTE r EXTERIOR FINISH BY OTHERS y, PROPERLY SECURED 1X WOOD BUCK BY OTHERS SHEATHING 2X WOOD (SEE NOTE 3, SHT. 1) 1 1/2" MIN. BY OTHERS BY OTHERS WOOD BUCK PROTECTION 1/4" I1W TAPCON 54 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 SHEET 1) WOOD BUCK BY OTHERS PRODUCT REVISED #12 OR #14 WOOD SCREW 53 (SEE NOTE 2, SHT. 1) gium9liMMth the Florian VERTICAL SECTION INSTALLATION ANCHOR xoa .. 20-1103.08 e plmtion Date0 510 612 0 2 5 CONCRETE SUBSTRATE VERTICAL SECTION DY WOOD SUBSTRATE mte,nwaaaFred—Con� #14 SHEET METAL N o SCREW/SELF-DRILLING SCREW 55 N 3/4" MIN. INSTALLATION ANCHOR o 0 EDGE DIST. METAL SUBSTRATE d (TYP.) BY OTHERS =m <w = (SEE NOTE 2, SHT. 1) n LLo^ i LL m EXTERIOR FINISH W p o <a p BY OTHERS "" ° w w wz:�. w z 2 3 THREADS MIN. a w o o EMBEDMENT BEYOND o m a w "-' INTERIOR WALL 1/4" MAX. w ' rSHIM SPACE + Y g PERIMETER CAULK w BY OTHERS 0 INSTALLATION NOTES: z z 6 y ° 00 °� r 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: Z r o 1.1. WOOD FRAMING, EDGE DISTANCES ARE SUBSTRATE ANCHOR 1.2. STEEL STUD FRAMING, 1.3. ALUMINUM FRAMING,AND ¢ O j ° TYPICAL AND Lj n z In MEASURED TO BOTH 1.4. CONCRETE AND/OR MASONRY. z n =z vi © SIDES OF SUBSTRATE o= 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE J C.Q[L m w w z DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. U o IrZi ° O ¢ B VERTICAL SECTION WINDOW 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL z UO U Z Z .4E A1ETAL SUBSTRATE HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X w J ¢ 8 n BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS It F w L R. INTERIOR THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE o J~ LL y EXTERIOR SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. ¢¢ M d Nm oof nn 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16" Ill m J^ UC7 OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 114". K Q E Iz d w 4 �W �m�m 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° a MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED. Robert J.Amoruso,P.E. 1/4" MAX. ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. Flodda P.E.No.49752 o SHIM SPACE ` uu�� 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: `0 'A MES iyyr PERIMETER CAULK 6.1. #12 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM 4,���GE.NS �9y BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. Q{ No 49j52 y0 ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. =•:t`I I * 6.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 'c�•�L p Ft 1pP G�24.` ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. ,01.A 3/4" MIN. 7. FOR ANCHORING INTO METAL STRUCTURE USE 914 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS 3 THREADS MIN EXTERIOR FINISH ; . 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. CREWBY /INSTALLATION ANCHOR 55 (SE OTHERS 2, SHT. 1) 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. PRODUCT REVISED VERTICAL SECTION 9• PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH a"I— l�..16.the Florida r� METAL SUBSTRATE ASTM E2112. Noa o, 20-1103.08 E-I-t w,R.b 05/06/2025 mm �r 2X WOOD 1/4" MAX. N a FRAME BY OTHERS SHIM SPACE c N 1/4" MAX. SHIM SPACE 1 1/2" MIN. EMBEDMENT - CONCRETE m (SEE NOTE 2, SHT. 1) INTERIOR SHIM AS REQUIRED 1" MIN. EMBEDMENT - MASONRY d #14 WS: 1 1/2" MIN. EMBEDMENT 54 1/4- ITW TAPCON INSTALLATION ANCHOR 0o is 0� #12 WS: 1 3/8" MIN. EMBEDMENT w a w Z w W N u ,[[�� 1 1/2"" MIN. EDGE DISTANCE - CONC. a a o " a w o #12 OR #14 WOOD SCREW 53 --U IJ p 2" MIN. EDGE DISTANCE - MASONRY INSTALLATION ANCHOR J y CONCRETE OR MASONRY #14 WS: 1" MIN. EDGE DIST. p p BY OTHERS cw7 #12 WS: 7/8" MIN. EDGE DIST. d (SEE NOTE 2, SHT. 1) < m o �0 0 p 0 p PROPERLY SECURED 1X WOOD BUCK BY OTHERS 3 Z PROPERLY SECURED 1X ;t; p. O< WOOD BUCK BY OTHERS "":,}s: ':aT .' :' �� L�r . '%i (SEE NOTE 3, SHT. 1) 0 uj wZF o (SEE NOTE 2, SHT. 1) d Li S. p WOOD BUCK PROTECTION BY >- SHEATHING EXTERIOR = �'' '� OTHERS (SEE NOTE 3, SHEET 1) N BY OTHERS z n EXTERIOR FINISH Vj= w J io m -' EXTERIOR FINISH PERIMETER CAULK PERIMETER CAU BY OTHERS a a m s w Z BY OTHERS BY OTHERS BY OTHERS a(5 O h o } 00 Z < J} VERTICAL SECTION W c�c<,z z J r E C woo0suss"IRATE ANCHOR-TO-SUBSTRATE D VERTICAL SECTION Lu Lu 0 0 m EDGE DISTANCES ARE CONCRETE/MASONRY o o I> Li TYPICAL AND SUBSTRATE o -' °LL MEASURED TO BOTH `� ~ w ''a� 1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE ul M v$ INTERIOR SHIM AS REQUIRE U)w ®� 0 d EO u�2rzb� #14 SHEET METAL �0 �m 55 SCREW/SELF-DRILLING SCREW INSTALLATION ANCHOR ° Robert J.Amuruso,P.E. Florida P.E.No 49752 f1� 3/4" MIN. U" EDGE DIST. (TYP.) UPPER SASH JAMBS ,p"SpMES SHOWN.SIMILAR �00�����cEi7s` oa�s', INSTALLATION FOR 3 THREADS MIN. LOWER SASH JAMBS. :t; EMBEDMENT BEYOND INTERIOR WALL %O•. ru: METAL SUBSTRATE T ) BY OTHERS (SEE N it EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY OTHERS PRODUCT REVISED e�rim—PC .Ith the FWd. ono 051 n0.VERTICAL SECTION U zap e.Plmnon O6120 I2025 e.J METAL SUBS'IRATE roles N N � � d U u U O N z O LL MAIN FRAME SASH FRAME SASH COVER SASH STOP FRAME o w O WHITE RIGID PVC 2O 0 ® COVER 5O SLOPED SILL COVER a Q o a w WHITE RIGID PVC WHITE RIGID PVC o- o WHITE RIGID PVC a w g a o TYP.WALL TICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNES 0.065" WHITE RIGID PVC TYP.WALL THICKNESS 0.075" W '` w -4.170"� TYP.WALL THICKNESS 0.070" T 3.450" Y I} 0.315 2.730" 1.656 r- 1,400" n ( 1 n �4dl��lYl11 1.000" 0.565" 2.155" _ o 0 0 o 0 3 ?5 aJN. o o a �3.250"-� 1.530" 1.350" 1.635" 00 } z a GLAZING LIFTRAIL HANDLE GLAZING BEAD STOP POCKET HEAD COVER 10 REINFORCEMENT 3 z OWHITE RIGID PVC 7 ®INTERLOCK COVER O STEEL ?o _ 6 WHITE RIGID PVC . ; n TYP.WALL THICKNESS 0.055" WHITE RIGID PVC 9 WHITE RIGID PVC TYP.WALL tri=a ujz m n ..z TYP.WALL TICKNESS 0.055" TYP.WALL THICKNESS 0.075" TYP.WALL �a a mz w 1 �o.3os" THICKNESS 0.070" THICKNESS 0.06' a c9 w oo g c}i n 12 a 0,953" O.B91" 0.914" 1.857 0.434" 0 0¢K 0 4 f� 0.329------- I 1.722" 0.85" 1.077 0.730" © CAM SWEEP LOCK 19 FACE MOUNTED KEEPER ®CONSTANT FORCE n �au STEEL STEEL BALANCE g� TYP.WALL TICKNESS NA TYP.WALL TICKNESS 0.070" Robert J.Amoruso,P.E. 1 1.705.0" II F0.000 _9o•`�F�lloVS'n dN�1do A)P/M.E6.9 SN opp5.24�9 7j52 2.836" trry7 -0.100 1. F ........... i kol 0.687" 1.220 DIA.MAX. S0t -0.070" 1.885" 4672.062" O.1QO 0.406" � O =O�. TAT E OP 2�v`� -�'4°5 0.525" PRODUCT REVISED e.iapl with tho Flortda lt�a�in1 NOA-No. 20-1103.08 E�lmtton onto0510612025 aY ✓a MIem4-Dude v.uduel eonerol Q d Series 53D5 Double Hung/Bill of Material It..No I D..cd tin. Pan Numbers ISuppiler Material o Frame amponents '; a 1 fdasmr Fnme IV Whit.TT80 Ena t/Royal Wilto PVC(2) N ay 2 Sesh F...i0 oP rating Sash) IV Whit.1282/7750 Enar iPft.l Whko PVC(2) 3 $a.hCo..,Ro.tlK4.p.1$a;h IV White 1 070 1 7775 EnorgiIROal W111t4 PVC(2) HURRICANE A Sash Stop Frame Cover IV Whim 1070/7736 E..rgII Royal "It.PVC(2) � =m �w = 5 Stopod Sni Cover IV White 1101/7735 Ena i/Ro al White PVC(2 TILT LATCH K o o T G Glax(ngLltuagNantlb(CpemtinBSaahep IV White 1068 17747 Eli/Real Whim PVC(2) STEEL ZINC COATED w oo Ra o� 7 Glaxlna Bead Stop(operating Sashes) IV Whit.1 067 1 7745 En.rgiJR.y.l Whit.PVC(2) HZ w wo 8 Interlock Covel(OP.,oung Sashes] IV White 1 180 1 71`2 7 Ener011Royal Mute PVC2 a a0 ¢` ❑_ W 9 1 Pockel Cover H.aa I IV Whim 107317724 Enor 1/Ro al whito PVC 2 a 1- a Rmntorcem.nl 0.697" ❑ s a w o W 10 Op.mGngSashPerimmen HeavyRolnfmcemenl ST•226.1J4-0.052 tl gradeFleUls ,O6"6iN.(1) 0.176" rt 11 A6a5�E"TekIS-IrRaintmoomentF.,Ien.r 117595 GLFCorporatMn 0.323" >: Wenthor.(dppin .210 x.300 Fin Seal Pocket Cover 11073077247 Frame Head L•J23303N4V0000 Ultm•Fab 0.345" .2fox.300 Fin Sell Pool Cover 0 list Sig W2330MV0000 Ulm-Fab 0.205 ok 12A .210..10o fin Seal Sash Frame 1126217750!Keeper6ash W23303NW0000 Ulua-r.b .210 x.300 Ff.Seel Sash Frame 11282J 7750,Lock Sath W23303NWODOO Ulu.-f.b T 0 0 0 .210..300fin S.al Sash From.11282177501Lock(»sh W23303NWOD00 Ultm.fab JT O'377 0.709" t7r` z J1 p 128 .187x.3o0 Fin Seal Interlock Cover 111B0/T1211Heeper5ash W2330INWODOO Ultra•Pao 0.166" ?� o� o .1E7 a.30a Fin Seel lnterbck Cover I11B0f 7727/Lack s.xh W2330INWODOO Ulu.•feb O 12C .270 x.220 Fin Seal Sash Framo 151n01.Lop Screen Fmmo W112257W0000 Ult.-Fab 0.377" ZH a o 13 .200 x.34011.0ulh Soal Sash from.1 2 82 17750 1Lock5ash E20718WN2o20 Ulbaifab 1.906" 2.260" } ;�w Glax ng 14 Wcl Marc O eralin sash 552 51"fl,x EIM.k sik.us 5.622' r Z 0 w Z 16 D stet. Lock Saeh E3652.Tmm10.00 PVB Into a IG HurrlceneL fate oc ardl al 1—0 U M m 0- H r am n 4n t C n �P g tR' 10 Oper.frlg Keepef Sadl E3G62.7mm/0.0D PVS Inteilaycf lG Hurri.oLandnate lmp.cl Caralnal 0.669 ❑ ?��7O .m F J 17 GMes.rxflin Blocks S.M. 2N0.8K4.12.212.004 Fronk Lowe =Q w 0.803" 1.087" a a J, z 18 ENDURICwIMSpaccr(SS-0TYPE) - Cortllnal Stainlcsu Steal I Q m°0 1D Face hlounl.J Hc":cr stet] TruO.Hardware -�T- J� a U' W O-UJ s sereencont rnly not.+Nr-.m r.ent.m•.ak.,rchan.Iew•, 1.012" 1 —/L 0.709" 2 o¢ a 20 Sin clap Frema New While OG514r1EW192 Shapes Unlimited W UQ}W q 21 DOubl4 Leg Frame Now WRRC 06515NEWID2 Sna Unlimted UrOU ZH o�E,,, 22 TCnsiOn$ rtn s 2584 Adopt W-iF>� n P� 23 fibcrUmos Screen Cloth Charcc.l 160'x DO' 3002606 Phimr 0-157" ¢p g t- 24 Screen Spline EX-FLX-0165-SK Imperial Plastic USA 0.544" o d u 25 Aluminum Cornor Keys CK25ZX260 Hyrpade Flail], 28 Screen Clip Clear H4184 Product Des n i 21 Screen Clip Cl- H-3150 Product Design m of U Mlac.Components,Hardw.ra and HarJwar.F.stanery not all cote....1.10•ed in-11cm vlewsl U _2 m 211 ]616.]CoIIf 9845erlesl ConstantfeKO Balanca E03676 fu ITruth •-�dw 2D Net Usca nfa w u,o m 30 Hurtkana Tilt Latch 105TA-003•EW ndustdes U 4a" 31 PWof Bars I TSha rd Head 698r Indtrstres o 32 CM Typ.S..ap Lock 322DSS•003-EWardware a- 73 Wce Hole CovarWhito H-608WIiZ Dac n 34 fAuntpt Bar WSW 01.10.1. 3 PIVOT BAR Robert J.Amoroso,P.E. 35 fAunlor Bar End Palo 068P r 1.1cUIP METAL Florida P.E.No.49752 30 Interlock Cover GPemUn Sash ILoek Sash till-Go V'ar IC—tducts 1lNuttlrar 37 Interlock GOVCrOperadn Sash)fKcoOcrSash HH4i6VvylCamenlducts `1]`t�pMES�7j7�i 3B Ultra it Ena Gap.Whfc 00156.0001 IasGc 39 SLlinlesn$lecl Sti ka Sr0x125ash DEAB11110 Smith Staple 40 3OPP 12•IBP50.9116 X1 310 X 3 Foam Block W0511022 Lindenrtmyr Z Qj No 49�1752 ••p Z 41 .75 WNW Balance Plug 2130MOO77 Lamarck 42 Hurricane Gmdc Spring CS025 James Spdnanle 0.559" 43 Acc.ca. Part.In.tag.Ton Trans]cc.1 02-M17%0150010C2 H and 511-- I - A i V$TAT E, •01� 44 Sate Seal Lock 322oss-003-Ew Wspn mduvfnee 0.352" 0.173" Sem K yO�,,p PJ:e�w 45 Safec .r 829ZA403-EW Vison lndusus-,s . I ��'FS't�R��••0��� 40 .3132"Td-Rivo1.040R73Gr"�pl3.0111-113- 112DD3 GLFCor ..Ga. �o��n��?•`` 47 e8-18.0.850 Flat Wafer Sh.ulderJSolh/Runic...L.Ich 137341 GLF Corporation 48 98 x 1114-Trk White/Locks 120376 GLF Corporation 0.551" ❑ e 474B" F Corporation ®o 49 9 6 x 1"Tek WNW l Keeper$ IM21 GL 50 A8.314-Tok l Pan Head Bole-ShOa1 12074o GLF Cof oration 51 W S a 3A3'Tek(Screen CF a YNeta flG506 GLF Cor oration 52 11 x J'flat/tnaulUOon Screws 4011611 lGLF Cor omlton 10.366" Insufallan Pretoria. 53 117 54 114"OA71 D VaA14N WDD SRCFR.AOW w steel CTHFORMTAPCON nit steel Int. e REVISED 2372 1.122' 55 014 SHEETMETAL CR SFLF-DR ILUN G SCREW Steel PRODUCT the Florid,eunaln]t1 IN-'v V.eWs 5pedr-Vo All 1001 to 7G•O,CS T"p AmJ%9 kp la W W VivlJ Rmnath Gad 051r itki NOA-N. 20-1103.08 Nl t1l-Ir WISTMI10n 4ef I-1 UYLiNC,Rrl N.kth7tmAr.1•tKUL Hence Or AKl➢lA INVAI. explrnllon Ont.05/06/2025 gy i�7 Mm .. a r Central