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HomeMy WebLinkAboutProduct Approval (2) 4 MIAMI=:DADDEj r-QAMI-DADS COUNTY EWE w� � PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTDIENT OF REGULATORY AND ECONONIIC I2F.SOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADNIINISTRNTION DIVISION�-""" -_—.-_ _—— T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE A � www.miamidade.1!ov/building Regency Plus,Inc. AU G 2, 6 x(,10 2000 Locust Gap Highway Mount Carmel,PA 17851 ST. Lucie County, Permitting 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. DESCRIPTION: Series"5405"White PVC horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No.RPLS0063,titled"Series 5405 Vinyl XO-OX Horizontal Sliding Window-LMI",sheets 1 through 10 of 1.0,dated 01/12/09,with revision K dated 05/15/20,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. 18-0911.04 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. loNE220NOA No.20-0526.03 !, Mi.arrsoxDecourvTYExpiration Date: July 22,2025 ID FOE A proval Date: July 02,2020 2b F q Page I rOUN TY � Lu � File Copy Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1210.12) 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) 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,prepared by PTC Product Design Group,LLC, signed and sealed by Robert J.Amoruso, P.E. (Submitted under NOA No. 15-0618.03) 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. 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 Ex,.' usons,for Windo_ - 'd Doors, approved on 08/10/17, expiring on 02/28/18 v ` 1VIaiiuelPerez,P E ~< Product Control Exa e;" NOA No.20-0` 6.0 Expiration Date: July 22;2025 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. 18-0911.04) 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. 18-0911.04) 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 NDA No. 18-0122.12) 4. Laboratory addendum letters in the Test Report No.NTCL-110-11507-1, 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. 08-1210.12) 5. Laboratory compliance letter in the Test Report No.NTCL-110-11507-1, issued by National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 08-1210.12) G. OTHERS 1. Notice of Acceptance No. 18-0122.12, issued to Regency Plus, Inc. for their Series "5405" White PVC Horizontal Sliding 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. Mande'1 Pere4T.E. Product Control Ex -n r NOA No.20-0. 26.0 Expiration Date: July 22; 5 Approval Date: July 02,2020 E-2 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED �1 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 K dated 05/15/20, 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 FSC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FSC,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 51h Edition (2014), dated 03/31/15,with revision dated 09/01/15, and updated to the FBC 61h Edition (2017)with revision 1 dated 04/29/20prepared 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) Ma-uuel PeV225 Product Control ENO A No.20'Expiration Date: July 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. 18-0911.04, 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. This is a one-year approval,subjected to successful verification test. 1Vlanuel Perez,P.E." Product Control Ex m " er NOA No.20- 26_.0 Expiration Date: July 22; 25 Approval Date: July 02,2020 E-4 REGENCY PLUS, INC. SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT r g��e mLL U u w 'd R n E INSTALLATION ANCHORAGE DETAILS 0 ~" a Q" wO aW � NOTES: U 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 6th EDITION(2017)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Y a 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 CONCRETEWASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. J 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE WHEN USED,IX BUCKS SHALL BE o 0 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 O a o LL MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. z 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTLA 1D-22724-1,DATED 0427120 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY HAROLD Z RUPP,FLORIDA P.E.VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO.19-0312. } o 5. MATERIAL: < U)= 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DARE NOAeq 5.2. REINFORCEMENT: Y 5.2.1. GALVANIZED STEEL TUBE(0.730"X 0.434"X 0.06"THICK Fy=30-50 ksi&Fu=37.558.7 ksi)-SASH PERIMETER a a nl tD yy 5.2.2. GALVANIZED STEEL TUBE(0.935"X 0.730"X 0.05"THICK Fy=3050 ksi&Fu=37.568.7 ksi)-FIXED MEETING RAIL J Q J w U 5.2.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-RADE NOA }FO-w_Z 6. GLAZING: W U c Q 4 6.1. GLAZING DETAIL AS TESTED: L7 0 0 O 2 V 6.1.1. OVERALL:718"NOMINAL INSULATING LAMINATED GLASS. 6.1.2. GLASS THICKNESS:(1)LITE OF 118'NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR 6.1.3. LAMINATED LRE:(2)UTES OF 118"NOMINAL ANNEALED GLASS SEPARATED BY 0.090'TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. N 6.1A SPACER TYPEISIZE:7116"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-0). > m� 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. w c F=B 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 L t MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE w a 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. �_w w oe4� 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVH7- rn m 0 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1116"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACKTO BE 114". a Ra6ertJ.Amoroso,P.E. 9. FOR ANCHORING INTO CONCRETENASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 12"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT Fladda 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. "'1151s1181oo 3NMES 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: ��Q��G 6 N A�O e 10.1. #12 FLATHEAD WOOD SCREWS(INS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318"MINIMUM EMBEDMENT INTO SUBSTRATE TABLE OF CONTENTS SF WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS No 49752 :O SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+l-1"TOLERANCE. SHEET DESCRIPTION 102. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12"MINIMUM EMBEDMENT INTO SUBSTRATE S f D WITH 1"MINIMUM EDGE DISTANCEAND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER LOCATE ANCHORS AS 1 NOTE " :cc SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-1"TOLERANCE. 2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS) STATE OF :�41 11. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS(SMS)WITH SUFFICIENTg ELEVATION AND ANCHOR LAYOUT(SM Sli'APPINGISELF-DRILLING SCREWS)LENGTH TOACHIEVE TO,ANCHOR SPACING OF 3 THREADS MINIMUM TON CENTER.LOCATE ANCHORS SW RS A HOOND STRUCTURE INTERIOR WALL WITH WMINIMUM N MINIMUM ELEVATIONS AND INSTALLATION 4 VERTICAL SECTIONS-COMPONENT ID ....Ao 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 COATING6 VERTICAL SECTIONS-WOOD AND CONCRETEIMASONRY SUBSTRATE ANCHORAGE RETEIM 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 7 VERTICAL SECTIONS-METAL SUBSTRATE ANCHORAGE&INSTALLATION NOTES PRODUCT REVISED INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE pl i with ore Florida MINIMUM STRENGTH SPECIFIED BELOW. HORIZONTAL SECTIONS-WOOD,CONCRETEIMASONRY&METAL SUBSTRATE saiwi^e�' 13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ) NOw-No. 2"526.03 AND 0.55(HVHZ) B ANCHORAGE r, D Dm--- 712212025 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 9 COMPONENTS B.P. GCf 13.4. METAL SUBSTRATE:STEEL 18GA(0.0428'),Fy=33KSI I Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. Mh-I ado Prodae 01 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 10 BILL OF MATERIALS&GLAZING DETAILS 6 6 K C 63"MAX FRAME SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW F 74"MAX.FRAME m HEIGHT WIDTH INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING H SASH 32" 33" SCREWS OR CONCRETE/MASONRY SUBSTRATE m D.L.O.WIDTH D.L.O.WIDTH (CONCRETE SCREWSw o LL HEIGHT ) 56 t"D.L.O. q g g 57}'D.L.O. Lu 6 HEIGHT 4 4 HEIGHT a o v o a aw Y � I m o Ct Meeting Rail o a y LL C X D ® E z 'oz 5 5 5 DETAIL 1 4"O.C.TYP. Z, z (SEE SHEET 5) 4"O.C.TYP. 11 "O.C.TYP. a Fp m �' 6"O.C.TYP.--�{ D¢N S en 9z Y >fes"tu=2 A B z5%X0 N 4 4 4 3"TYP. w 0~iso j F e 35#„SASH �z �P, WIDTH >O 14 O.C. .1 g a SERIES 5405 VINYL XO-OX Typ. 1 5= O HORIZONTAL SLIDING WINDOW X aW a^„w DR pa WEEP HOLES: EXTERIORVIEw s s tun 1. 0.25”WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL 9 s _ 2. 0.180"DIAMETER LOCATED V AND 1.5"FROM EACH END OF THE BOTTOM RAIL FbddaRP.E Nc.No.Robed E so.P.E 49751 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK •,\11111100,,1 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL �e•Qc`GEENS.yo'!"� TRACK p 0Y 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 6 SERIES 5405 VINYL XO-OX HORIZONTAL No 49752 =no THE EXTERIOR SILL FACE SLIDING WINDOW = � 6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK ?� EXTERIOR VIEW-ANCHORAGE STATE OF 7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE WOOD AND CONCRETEIMASONRY SUBSTRATES INSTALLATION NOTES: ,,��114�p �Hp p•`,• 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. PRODUCT REMSED +55.0/-55.0 IMPACT 3.1. TAPCON MINIMUM SPACING IS 4"OC. .'i PPi100v unu,"Floris, 3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 4"OC. NOA No- 20-0528.03 iration Date- 712212025 Or Mlam oda Produ 1 MAX.ME SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW GHT 7a MN FRAME INSTALLATION INTO METAL SUBSTRATE (SMS,TAPPING OR 0"SASH HEIGHT 32" 33" SELF-DRILLING SCREW) $ D.L.O.WIDTH D.L.O.WIDTH _ 56'x"D.L.O. A g g 57}"D.L.O. w �g o n @ HEIGHT 4 4 HEIGHT 'p W`o a tiO ao , Meeting Rail � o C X D O 4"O.C.TYP. o^ .. o 5 5 5 DETAIL 1 4"O.C.TYP. Zo o ", (SEE SHEET 5) 2"O.C.TYP. 6"O.C.TYP. w 2"O.C.TYP. oN 3 11 "O.C.TYP. 4"O.C.TYP. ¢ 9 11 z"O.C. 6"O.C.TYP.—+{ 7 TYP. z-n Zo m Y J.—IN=Q OY Z /Nv IV F vys�s 'SJR y A B10 }Fj 00 S 4 4 4 3"TYP. WZ)aoz NE 35 'SASH //� �// wow xo .�aM WIDTH o Y¢ SERIES 5405 VINYL XO-OX. 8 � N 5F,& HORIZONTAL SLIDING WINDOW X O � ;s�z EEP HOLES: EXTERIOR VIEW 14f'"O.C. w W a R d w TYP. E w 6; LL 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL 8�� N g 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK RoEed.L A—m.,P.E. Fbdda P.E.No.49752 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL pulnua�� TRACK SpMES 4ei��� 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 7 SERIES 5405 VINYL XO-OX HORIZONTAL �QQ����ENS41 � THE EXTERIOR SILL FACE � No 497 '•o SLIDING WINDOW I 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE ( Z STEELSUBSTRATES STATE DESIGN PRESSURE RATING(PSF) IMPACT RATING 1.IS TALLATION HEAD AND SILL ANCHORAGE THE SAME.NOTES: ����iS�ONA� 2. JAMB ANCHORAGE SAME. ��elaleuo►� LARGE MISSILE 3. +/-1"TOLERANCE ON ANCHOR LOCATION. +55.0/-55.0 IMPACT 3.1. SMS,TAPPING OR SELF-DRILLING SCREWS MINIMUM PRODUCT REVISED SPACING IS 2"OC. pl 1 with tiro Florlda 'e'en,ding "o NOMNO. 20A525.03 ExR!=:oam• 712212025 .. gy Qact MiamfDade Pmdu 1 Q K D! VERTICAL SECTION VERTICAL SECTION B, VERTICAL SECTIONS U� mLL z HEAD-COMPONENT HHEAD-COMPONENT ID HEAD-COMPONENT ID W a o € a: a P--� 1 17 a w jd 17 17 41 C111,11, Qt7LJ� e8 oayzlz� 0 13 D 13cg ,1515 } oi3B 5 a_N m 0 16 419 �26 20 9 20 21 20 a a Nzo t; g w z x SEE GLAZING L J SEE GLAZING SEE GLAZING y F w o z 21 SEE GLAZING DETAIL 2, DETAIL 2, 21 DETAIL 1, z =00° �� DETAIL 1, SHEET 10 SHEET 10 SHEET 10 W0 Rw , r SHEET 10 zogX J �a EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR N � >� affi 21 21 .> 1osm`s 20 23 to 9e^ 23 9 w ��$w 20 21 21 a:26 9 22 20 22 20 5 m m n LL ❑ 13 5 13 0 3B 17 16 15 n' 15 Robert J.Amomm,RE nI Florida RE No.49752 1 U 16 U 16 4 16 %%!%L SPNES♦♦+°♦♦ 8 q �O 8 ..... F�gG�i. t o No 4975 QO 18 18 83 * �4' 4 47F :W S W� 17 18 3A 3A 18 3A FS�:,C ♦♦i`S�ONAI.�eon °♦dunnn�ao� i p VERTICAL SECTION *- ScowON VERTICAL SECTION , VERTICAL SECTION SILL-COMPONENT ID ILL- ENT ID SILL-COMPONENT ID PRODUCT REjI mphring wit Building CCootld NOA-No. 2 ha0on Date- Sy. y ,. Mian ads Prod a a � a SEE GLAZING N m w DETAIL SHEET 10 13 15 a '� 12 16 15 13 11 INTERIOR INTERIOR 10 9 7 LL Q 51 w o wo aci w 2 0 �� 3A 52 ¢ 21 20 p 6 5 F 20 6 0Z o $ 00 0 0 17 16 16 17 20 Do a°=a ° �w N C� 21 ZLL SEE GLAZING W g 36 13 14 15 DETAIL 2, 4 i 1 <zw >m 25 SHEET ,o EXTERIOR ;%a No Z EXTERIOR EXTERIOR a°Woo >,nm_° 1s w9F qZ jq HORIZONTAL HORIZONTAL HORIZONTAL "°"°Z SECTION SECTION SECTION z W � N >W c C OPERABLE LITE MEETING RAIL FIXED LITE %.&M n JAMBS-COMPONENT ID JAMBS-COMPONENT ID JAMBS-COMPONENT ID W o a s S w Wr V��m m0 m' Robed J.Amo—o,P.S. FWda P.E.No.48762 1 o��o jAblfB q�ay�� E RIS OqG� No 49752 :0 STATE 'z 0o �FSORIQ0'G\2�,� � 4ag11®leve+� i 1 PRODUCT REVISED DETAIL 1 PJW.g ith the Florida euilding NOA-No. 20A526.03 MASTER FRAME CONSTRUCTION E iraUan Darn• 7122/2025 Elp (SASH FRAME SIMILAR) "'"-'d'""d" w' 6 ¢ K PROPERLY SECURED 1X 53 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 52 PROPERLY SECURED 1X m WOOD BUCK BY OTHERS INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS a (SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) $$ WOOD BUCK PROTECTION BY 1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. 2X WOOD ~ EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. BY OTHERS oo 1z-n OTHERS (SEE NOTE 3, SHEET 1) 17i '�•� SHEATHING (SEE NOTE 2, SHT. 1) wg oA CONCRETE BY OTHERS rs: 1 1/2" MIN. BY OTHERS I (SEE NOTE 2, SHT. 1) EMBEDMENT a ' EXTERIOR FINISH #14 WS: 1 1/2" MIN. EMBEDMENT a wo aci 1/4" MAX. BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT �w SHIM SPACE ' 1/4„ MAX x EXTERIOR FINISH--/ T:„. _ SHIM SPACE BY OTHERS m w PERIMETER CAULK BY OTHERS �� PERIMETER CAULK < o Q BY OTHERS Qo p= o (1 zz �Oa Q LVI � D Q _ ng =te J� — zia '2 o Q Q D _ ” M to r Y W=Q Zo'n � i �a a nt C<_j � a ED L.o0 to WINDOW EXTERIOR INTERIOR EXTERIOR INTERIOR WINDOW w O U o 2 wJ n „ HEIGHT HEIGHT o Zt5 �e`�z N 5:z $�5 o0 ,m -a coo mcoz � ANCHOR-TO-SUBSTRATE EDGE DISTANCES ARE "B a TYPICAL AND 6 rn MEASURED TO BOTH a n SIDES OF SUBSTRATE u RobeR J.Ammum,P.E. Florida P.E.No.49752 till p Q o jpMES QUO PERIMETER CAULK Q 4& �GEAIS BY OTHERS 1 4" MAX. . v $1 _FS IM SPACE SHIM SPACE No 4975 , O PERIMETER CAULK �`hv EXTERIOR FlNISH :'^1are -� BY OTHERS �- #14 WS: 1 1/2" MIN. EMBEDMENT i ¢ BY OTHERS ='�'=�;; �_ " #12 WS: 1 3/8" MIN. EMBEDMENT e CONCRETE BY OTHERS n 1 1/2" MIN. iy^ -" STATE F :�4! (SEE NOTE 2, SHT. 1) EMBEDMENT EXTERIOR OTHEIRS HAN�\�,, PROPERLY SECURED 1X WOOD BUCK BY OTHERS SHEATHING 2X WOOD (SEE NOTE 3, SHT. 1) BY OTHERS BY OTHERS WOOD BUCK PROTECTION 1/4" ITW TAPCON53 1 1/2 MIN. (SEE NOTE 2, SHT. 1) EDGE DISI. #14 WS: 1" MIN. EDGE DIST. PRODUCT REVISED BY OTHERS SEE NOTE 3, INSTALLATION ANCHOR PROPERLY SECURED 1X pl i with tho Florida ( #12 WS: 7/8" MIN. EDGE DIST. ae`aBaine�•d` SHEET 1) WOOD BUCK BY OTHERS NOA-Na. 20.0526.03 #12 OR #14 WOOD SCREW 52 (SEE NOTE 2, SHT. 1) Fs Iraaano•to• 712212026 INSTALLATION ANCHOR VERTICAL SECTION ��. CONCRETE SUBSTRATE A VERTICAL SECTION Miam�oad•Praa l WOOD SUBSTRATE ¢ ¢ K K '#14 SHEET METAL N SCREW/SELF—DRILLING SCREW S4 c 3/4" MIN. INSTALLATION ANCHOR 4 EDGE DIST. METAL SUBSTRATE m (7YP.) BY OTHERS m (SEE NOTE 2, SHT. 1) v a O EXTERIOR FINISH BY OTHERS 1.. 3 THREADS MIN. EMBEDMENT BEYOND INTERIOR WALL 1/4" MAX. r rSHIM SPACE x PERIMETER CAULK 3I- o BY OTHERS a J o X10ry d INSTALLATION NOTES: zo 'g z nn (I 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 'z LJ LJJ 1.1. WOOD FRAMING, y o g LLLLJJJJ I� U —TO—SUBSTRATE 2 STEEL STUD FRAMING,ANCHOR EDGE y F DISTANCES ARE 1.3. ALUMINUM FRAMING,AND ti= Q CO TYPICAL AND 1.4. CONCRETE AND/OR MASONRY. ?(7 z MEASURED TO BOTHm S a o z Y SIDES OF SUBSTRATE 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK.METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE J Od a N DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND C-O a CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. >-i.- w x O WINDOW 3. 1X BUCK OVER CONCRETEMIASONRY IS OPTIONAL WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL aOO QO Z .�8 FJ HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETMASONRYSUBSTRATE WHEN USED,1X tu BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS K g 2>F EXTERIOR INTERIOR THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE o = e z SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE `� >r 1 �d RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. Ed 40 ,o a_'e or7 4 2 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1115' w� OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACKTO BE 1/4°. ui 5. FOR ANCHORING INTO CONCRETEMIASONRY USE 114"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH I7 TO ACHIEVEA 1 1/2°MINIMUM EMBEDMENT INTO CONCRETE WITH 1 12"MINIMUM EDGE DISTANCE AND 1" F o. IL`I 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. Romrt J.Amoroso,RE . 1/4" MAX. ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. RoridaP.ENo.49752 o q SHIM SPACE 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: ��0,11111E$!!!i! O.�SNME.4a9l�l�i PERIMETER CAULK UU 6.1. #12 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVER 1 3/8-MINIMUM `` �Q,�;p EIV-- 5Q���, BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 716°MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. : No 49752 t P by ANCHOR LOCATIONS HAVE+A 1"TOLERANCE. 62. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12"MINIMUM ''�1/y;* 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. : STATE ANCHOR LOCATIONS HAVE+1-1"TOLERANCE. ��� TL FS".,OA1 EXTERIOR FINISH :y; 3/4" MIN. 3 THREADS MIN. 7• FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS �i�js/ONAL�'� 8Y OTHERS EDGE DIST. EMBEDMENT BEYOND (SMS)WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL preaeeeu�� �P•) INTERIOR WALL WITH 314"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO•ANCHOR SPACING OF 2"ON CENTER.LOCATE X14 SHEET METAL ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE-A 1" METAL SUBSTRATE TOLERANCE SCREW/SELF—DRILLING SCREW BY OTHERS PRODUCT REVISED INSTALLATION ANCHOR (SEE NOTE 2, SHT. 1) B. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. 54 1dinB Code oseomp�Yi wuuoFler+da 6o1 NOA-No. 20.0526.03 A VERTICAL SECTION y: �9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WWITH �ptrauoa oeee oc122/2026 SUBSTRATE ASTM E2112. By Miam ade Prod f trol ¢ 6 R K 2X WOOD 1/4" MAX. m 3 FRAME BY OTHERS SHIM SPACE 1/4" MAX. SHIM SPACE m ` SHIM AS REQUIRED 1 1/2" MIN. EMBEDMENT - CONCRETE (SEE NOTE 2, SHT. 1) < w INTERIOR 1" MIN. EMBEDMENT - MASONRY _ u & o L) m m z #14 WS: 1 1/2" MIN. EMBEDMENT #12 WS: 1 3/8" MIN. EMBEDMENT 53 1/4" [TW TAPCON INSTALLATION ANCHOR w & o 'p w u, ¢—• w p• 1 1/2"" MIN. EDGE DISTANCE - CONC. mw #12 OR #14 WOOD SCREW 5p �d p 2" MIN. EDGE DISTANCE - MASONRY INSTALLATION ANCHOR I Y � CONCRETE OR MASONRY W #14 WS: 1" MIN. EDGE DIST. o0 �o p BY OTHERS cl p.Q SEE NOTE 2, SHT. 1 o #12 WS: 7/8" MIN. EDGE DIST. Do ( )p ° ; a=p PROPERLY SECURED 1X Zz ? m PROPERLY SECURED iX fxts; p. WOOD BUCK BY OTHERS �a WOOD BUCK BY OTHERS r.',„l '; :>�•'• J�� tI�''` (SEE NOTE 3, SHT. 1) z r o (SEE NOTE 2, SHT. 1) �r� dU a Og ;,;y'= WOOD BUCK PROTECTION BY ¢ =F- SHEATHING mSHEATHING EXTERIOR '=:i': ?.:�':'� OTHERS (SEE NOTE 3, SHEEP 1) Ci G J m BY OTHERS ?C7 y ,m w EXTERIOR FINISH uT=¢p a '°' z x EXTERIOR FINISH PERIMETER CAULK PERIMETER CAU BY OTHERS a E2, 3 }F-w2BY OTHERS BY OTHERS BY OTHERS ,5 aco C VERTICAL SECTION o X o s WOOD sussTRATTa ANCHOR-TO-SUBSTRATE VERTICAL SECTION W J x In e„ EDGE DISTANCES ARE D CONCREIPIMASONRY o z¢ TYPICAL AND SUBSTRATE cyJ 'Z 'g MEASURED TO BOTH ~ $aQ NW cc8 -a 1/4” MAX. SHIM SPACE SIDES OF SUBSTRATE Rm INTERIOR SHIM AS REQUIRE _Z WV n�dw C vR 4T #14 SHEET METAL coo coo 54 54 SCREW/SELF-DRILLING SCREW 3 8 INSTALLATION ANCHOR RobertJ.Amoroso,P.E. Flodda RE No.49752 u� EDGE3/DIST.IN.(TYP.) LOWER SASH JAMBS g!"SNMESq�;,.,, SHOWN.SIMILAR <<Q:'\GENS`���'�i INSTALLATION FORGU)= Na 49752-•' dz �o 3 THREADS MIN. UPPER FIXED LITE JAMBS. _ ^ EMBEDMENT BEYOND INTERIOR WALL _ 7FfJfe Q METAL SUBSTRATE BY OTHERS a STATE OF •:�� (SEE NOTE 2, SHT. 1) �s �O R 49 d EXTERIOR FINISH PRODUCT REVISED _ PERIMETER CAULK BY OTHERS s mplri iththo Florida BY OTHERS NN. 20.0526.03 Iratlon uato• 7/22/2025 VERTICAL SECTION METAL SUBSTRATE laiam ado Produ f•Bo trol O MAIN FRAME O SASH STOP FRAME WHITE RIGID PVC COVER ® POCKET COVER ® POCKET COVER POCKET INSERT TYP.WALL TICKNESS 0.070" WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC ® WHITE RIGID PVC m �-4.170° TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL g THICKNESS 0.070" m O� nV 2.730" �15" t.o7e F o LL s 1A7B 0.830 W 0.565•' w'o 1.400" n R n �-1.878-1 1.6J9 1.123 d w0 M❑ _3.250' Y � 8 GLAZING BEAD STOP GLAZING BEAD STOP IMPOST MULLION/FIXED SASH FRAME GLAZING BEAD STOP/SASH FDMDLMFM4DMDJAMBs FMDJMNEE GRAM MEETING RAIL ® Q9 WHITE RIGID PVC . 7 WHITE RIGID PVC WHITE RIGID PVC TYP,WALL TICKNESS 0.055" 5 WHITE RIGID PVC 6 WHITE RIGID PVC 0 3 TYP.WALL THICKNESS 0.070" TYP.WALL TICKNESS 0.070" TYP.WALL TICKNESS 0.060" TYP.WALL THICKNESS 0.066" z ,.oz,a � 4000" o.esr•,�,a2oeo . 0.329"----� N 1.250 0.747 I I N=Q ZO~ m 2 Y 0.747 2211 I _ _I 1.530., a a N W fff��TTT a�J 0Z d 9. }F�=ao GLAZING LIFTRAIL HANDLE INTERLOCK COVER HURRICANE 0 o 660 O 4 E O WHITE RIGID PVC 1 WHITE RIGID PVC © SASH COVER ® TILT LATCH z o I.: x ^e� TYP.WALL THICKNESS 0.055" TYP.WALL THICKNESS 0.075" WHITE RIGID PVC STEEL-ZINC COATED o J TYP.WALL TICKNESS 0.066' N Sas®5 0.306" 1 `a ,j 0.176" 0.323" _ 0.914" o.zse W $o m o 0.953" 7Y/l_L�_] w 1.722" t.352 0.345" 0.205' 1.121° 0.3Tr ❑ 0.709" Robert J.Amoroso,RE 0.166" Flo"''11P.F1N0.48752 o.3n^ 1.sos• 2.260" ��.e` INMES 4 �'i oo4tQ;:'.CEHIS' 9 5.622' 00�; �, F'•.GJ, . 0.669" ❑ Q: No 4975 ' 0.808" 1.06T' O Q REINFORCEMENT ® REINFORCEMENT o.7as" 9 STATE OF ° STEEL STEEL 1072" 0 WALL TYP. L THICKNESS 0.06" THICKNESS SS0.05" o o.15T �e�'FSSgONpLEN,y,`o 0.437^(fYP) x0.434' 0.730" i -4 �--0.280"(TYP) lUl PRODUCT REVISED 1 with tlw Fbrida 0.730" �' �T-0.935" NoA_Ny.e"jo NOA-No. 20.0528.03 Iratlon Dato- 7/22/202 Ream ride PruducPt Cofrtrol < < Series 5405 XO Horizontal Slider/Bill of Material o Item No. Description lPartNumbGm Isupplier Material or Note N m �, Frame Com onents m 1 Master From 111 White 10601 T780 EnergiIRo I White PVC 2 0 ' 2 Sash Stop Frame Cover Head NWhha1070/7738 Energi l Royal White PVC(2) 3A Pocket Cover NWhit.107317724 EnerillIRo I White PVC 2 1/2"GLASS BITE 3B Pocket Cover NWhite1776/7739 Energi IRoyal White PVC 2 o� �m a 4 Pocketinsert IVWhite 107917737 Energit Royal White PVC(2) O 718"O.A.LAMINATED GLASS U uc 2) I 7/8" a 5 Glazing Bead Fixed Section N White 110317726 Ener I1 Royal White PVC 2 EXTERIOR w �w Lu 6 GlazingBead Fixed Section IV White 1080 17753 EnergiIRoyal Whit.PVC 2 _ INTERIOR CONSISTING OF: o r 7 Impost MuBlonF-aedSection NWhite1D63/7735 Ene IIRo al White PVC z LAMINATED GLASS-(2)NOMINAL 1/8" a o" w 8 Sash Frame(Operating Sash NWhite 128217750 Ene IIRo 1 White PVC 2 aw o 9 Glazing Bead Ste (Operating Sash Ivents NWhite 1067!7745 Ene IIRo al White PVC 2 3 \ ANNEALED GLASS W/0.090" �d 10 Glazin LiftraOHandle O ratio sash(vent Nwhite106917747 Ene 11Ro al White / \ KURARAY AMERICA INC.TROSIFOL 11 1 interlock Cover(Operating Sash IVent IVWhIte11801772T lEnerglIRoyal White PVC z INTERLAYER,7/16"AIRSPACE W/ Y 12 ISash Cover(Operating Sash(vent IIVWhitaIO7817725 Ene i/Royal White PVC z I STAINLESS STEEL SPACER(TYPE Reinforcement 13 O ratinq Sash IReinforcement ST-226444-0A52 Hygrade,Metals 1 .06"Gahr.1 I SS-D),INTERIOR 1/8"TEMPERED 14 I ost Mullion(Fixed Meeting Ra Reinforcement ST-088469-0.062 1Hygrade,Metals I .Os"GaN.t GLASS o 15 YBx518"Tek/Reinforcement Fastener 117595 GLF Corporation \ / o ?zN u. Weatherstripping 16 .210 x.300 Fin Seal Pocket Cover 1107317724 W23303NW0000 UltraFab GLAZING DETAIL I 16 .210 x.30o.F(nSea[Pocket Cover 1107317724 W23303NW0000 Ultra-Fab EXTERIOR Za 16 .210x.300Fin Seallm ostMullion/108317735 W23303NMDOO Ultra-Fab OPERATING SASH JAMB SHOWN. 17 .197 x.300 Fin Seal Interlock Cover 1118017727 VM301NWo000 UlfraFab 8 SAME AT HEAD AND SILL. ¢ y 17 .187 x.300 Fin Seal Interlock Cover(Top/Blocks 111110 17727 V42330INW0000 Ultra-FabV=-to Z . 17 .187 x.300 Fin Seat Sash Frame 11282MSO/Energi W23301NVV0000 Ultra-Fab I.<- so rn 17 .187 x.300 Fin Seal Sash Frame!1282/77501 Exterior Top W23301 NW00o0 UftFabv1=¢ZZ on x 18 210 x.220 Fin Seal Sash Frame 11282/7750/Exterior Base W23223NVW000 UNraFab Ida N(9 19 270 x.220 Fin Seal Sash Frame ISin le La Screen Fraena WI12257WO000 UlfraFab Ja K Glazing ,F uj=J . 20 Wet Glaze(Operating Sash! med Section 652 Sika0ex Black Sika US Z'n X< 21 E366 2.7mm 10.9.0 PVB IntorlayerIG Hurricane Laminate Impact Cardinal _ w U 4 n 22 Glass Setting Blocks Fixed Base 2NB-0K-0.125-032-064 Fmnk Lowe / 4 W J F-X 8 M 23 Glass Setting Blocks Sash Base 2NB-0K-0.125-028-028 Frank Lowe 24 ENDUR IS with XL Edge SS Spacer SS-D E — Cardinal Stainless Steel a 4111102,16V n� Screen Components not all camponentsID'edInsection views 5 INTERIOR a 25 Single Leg Frame New White 106516NEW192 IShapes Unlimited w-j c a 26 Doubt-Le Frame New Whha ID6515NEM92 jShapesUnflmited -w m 1 a m d 27 Tension Springs 258d [Adopt 20 1 W a�d w 28 Fiberglass Screen Cloth Charcoal 128"x 600' 3002608 1 Phtfer 29 Screen Spline H 1 EXFLX-01654 3K Imperial Plastic USA W 30 Aluminum Comer Keys ICK252X260 I Hygrade Metals I / 1/2" GLASS BITE n 'o 31 Screen Clip Clear H-0150 lProductDesign Mac.Components,Hardware and Hardware Fast@. m not all components ID'ed in section views EXTERIOR \ 32 Wee Hole Cover White H408MZ Product Design \ Roben J.Amonlso.P.F- 33 Stainless Steel Ball Bearing Rollers W1103R3 Product Design \ / Florida P.E.No.49752 34 Black Glazing Tape 118 x 318 x 85' ixed Section VEN.VG4203B Industrial Salas �ttt7rttYs 35 Interlock Cover(Operating Sash!Vent HH-06 Vinyl Cement RH Products -- �� HUES 36 LiftraOEnd Caps lVhite 0015fiL001 S.I.LPlastic 7/8"O.A.LAMINATED GLASS ����•04 GEks 0, 37 Stainless Steel Ste Iea318z1RSash BEAe9n0 Smith ste le 24 CONSISTING OF:EXTERIOR i 38 3OPP12- 911-0116 X1 318 X 3 Fmrn Block W0511022 Undenme LAMINATED GLASS-(2)NOMINAL Q�=" No 497 ' 39 HurricaneG-rad—Spring CS025 Jams Spring Wire 1/8"ANNEALED GLASS W/0.090" ,,,/� 40 AccessoryParts Installation Translucent 02-MX0150010C2 Nova ardsilicon-s KURARAYAMERICAINC. � "J()4 41 Hurricane 711tLateh 1057A-003-EW Vision Industries -0= 42 safe Seal Lock 3220SS-003�v %Asionindusmes TROSIFOL INTERLAYER,7/16" 9 STATE OF ? u Safe Seal Keeper 8292A-003-EW VisionIndustriea AIRSPACE W/STAINLESS STEEL ��T'.° v:•� 44 #848x0.850 Flat WaferShoulderl Sash l Hurricane Latch 137341 GLF Corporation �i F•'�0 R1�.����� as #Bxttlb•Tek vVhitelLocks 120376 GLF Corporation SPACER(TYPESS-D),INTERIOR �s,�S`S��NAI.�N�`o� 46 06x1"Tek White IKeepers 116821 GLF Corporation 1/8"TEMPERED GLASS ���4nirintt�`` 47 #6 x 1114"Tek White/lm st Mullion Rebar 156180 GLF Corporation 48 #8 x 3112•Phil Pan HD SMS Salts ral Impost Mullion 120913 1 GLF Corporation 49 #0525 x 0.194WasherlImpost Mullion 145030 GLF Corporation 50 #Sx 3113"Type Swee Tek I eenLoc Clips White 116566 GLF Corporation GLAZING DETAIL 2 PRODUCT REVISd 51 CAM T e Swee Lock 3220SS-003EW Truth Hardware 62 Fece Mounted Keeper — Trutt!Hardware Steel mp1 lh thInstallation Fasteners FAXED LITE HEAD SHOWN.SAME NOA-Nee. 20.0sz #12oR#14WOODSCREW We roe Steel AT SILL AND JAMBS.53 114"ADVANCED THREADFORM TAPCON nh 171V SteelE:Qir-atlon baro• 71254 #14 SHEET METAL OR SELF-DRILLING SCREW n/a Na Steel 'MlaetDad.Product (2)Wgrade Metals SpedgW.n:A6170%to 1010,CSrype Aand a,901dta.SOkiT Id St..g[h,GeOGalvanized (2)ENERGl FENES MON SOUMONSUSA,INC,PERCURRENr M1AMl•DADENCMCEOF ACCEPTANCE(NOAI.