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HomeMy WebLinkAboutProduct Approval T ---Q'S T IGHT NR 500 SW 12th Ave Deerfield Beach, FL 33442 WINDOWS FPh 561-922-6747 ax. 561-292-3562 Property Information Building Information Owner: TERESA SMITH Wind Zone: 160 MPH. Address: 4949 N HIGHWAY AlA APT 112 Exposure Category: D HUNTCHINSON ISLAND,FL 34949 Minimum Building Dimension: 60 ft. Mean Roof Height: 20 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf 1 Int 52 49 7 41.1 -44.8 2 Int 36 36 7 42.7 -46.3 3 Int 72 47 7 40.3 -44.0 4 Int 26 37 7 42.7 -46.3 File C001 Prepared in accordance with:ASCE 7-16,Chapter 30. Wind Loads-Components and Cladding.7th Edition(2020)Florida Building Code. Page I of I WINDOW& DOOR.OPEN-I—NG INFORMATION A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone-10%of least horizontal dimension or 4O%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE LOCATION Corner Zone WINDOW ACCEPTANCE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE MIOPENING WINDOW SHUTTERS TYPE ( } (-}PSF ( ) (-)PSF TESTED DIMENSIONS MULLION REQ Y/N NUMBER or Interior OR DOOR NUMBER + PSF + PSF SIZE REQ Y/N/NA 1 Int window 7/8"La-i 20-1103.09 55 55 41.1 -44.8 74 x 63 52x49 No No 2 Int window 7/8"Lami 20-1103.09 55 55 42.7 -46.3 74 x 63 36x36 No No 3 Int window 7/8"Lami 20-1103.09 55 55 40.3 -44.0 74 x 63 72x47 No No 4 Int window vs"Lami 20-1103.09 55 55 42.7 -46.3 74 x 63 26x37 No No REVIEWED FOR CODE COMPLIANCE MIAMI•DADE S1-e LUCIE ^®�N� MIAMI—DARE COUNTY E COUNTY PRODUCT CONTROL SECTION BOCC 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Z/ Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION �y T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) / www.miamidade.sov/building Regency Plus,Inc. 2000 Locust Gap Highway Mount Carmel,PA 17851 File Copy COPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction.RER reserves the right to revoke this acceptance if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ESCRIPTION: Series"5405"White PVC Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT:Drawing No.RPLS0063,titled"Series 5405 Vinyl XO-OX Horizontal Sliding Window-LMP', 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. ISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state, series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 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. MIAMbD ADECOUf+ltlf / NOA No.20-1103.09 Expiration Date: July 22,2025 01/21/2021 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 511 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. -- J Sifang 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,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. 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. 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 7" 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.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. SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW o a LARGE MISSILE IMPACT k LL O m U� m w �o ¢w �n 9 INSTALLATION ANCHORAGE DETAILS a. Q oWE; NOTES: a� w o a 0 mEj Jw 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. J 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 CONCRETEIMASONRY 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,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 '.2MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. p o a N N Z =Ja O It 4, THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAB 201,TAB 202 AND TAB 203.SEE TEST REPORT NO.NCTL-110-22724-1,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 O 5. MATERIAL: Q J 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA in 0) 5.2. REINFORCEMENT: z O F ..m F J 5.2.1. GALVANIZED STEEL TUBE(0.730"X 0.434"X 0.06"THICK.Fy=30.50 ksi&Fu=37.5-68.7 ksi)-SASH PERIMETER =t z m 5.2.2. GALVANIZED STEEL TUBE(0.935"X 0.730"X 0.05"THICK,Fy=30-50 ksi&Fu=37.5-68.7 ksi)-FIXED MEETING RAIL m a a oN w Z 5.2.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA. a Q_j¢w }r 2=O ° 6. GLAZING: V VJ w x z 6.1. GLAZING DETAIL AS TESTED: uzj U¢O q 6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. w O V d °�8� 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. IK J EH 6.1.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA.INC. 6.1.4. SPACER TYPEISIZE:7116"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. o m 2 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 OUROMETER.GASKET 10 MATERIALS SHALL BE EDPM WITH A MINIMUM 00 SHORE A DUROMETER WHERE APPLICABLE. W ti w 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT, W U$v m 7, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ, to u o� 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". Rcber9. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLATHEAD 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 FI.dd.l..F.N..50,P.E. Flari4a P.E.N°.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. ,AUES A���ii 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: RQ1.•;GE N.. 10.1. #12 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318"MINIMUM EMBEDMENT INTO SUBSTRATE TABLE OF CONTENTS p�•'�' F-•••.� WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS C'-. f'No 49 52 O SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLE SHEET DESCRIPTION 10.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE =y; 'lf�V •� �a WITH V 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+/-1"TOLERANCE. i�. ;A` 2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS) .,F •..o q 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+/-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) 8 ANCHORAGE eun`eO°ins=hh M.Flv . 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI Now . 20.1103.09 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 9 COMPONENTS E.p�re9on o°w 07I2212025 13.4. METAL SUBSTRATE:STEEL 18GA(0.04281,Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. ✓a 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 10 BILL OF MATERIALS&GLAZING DETAILS 0y mi�w°a.v FFLAME SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW o m 74"MAX.FRAME EIGH WIDTH INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING60"SASH m [rH5EIGHT 32" 33" SCREWS) OR CONCRETE/MASONRY SUBSTRATED.L.O.WIDTH D.L.O.WIDTH1 (CONCRETE SCREWS) oa6 a'D.L.O. A B B 57 2'D.L.O. °1 w N HEIGHT 4 4 4 HEIGHT z a z Q a a° a wo aW 7p > 7 w w J y � J Meeting Rail o a u LL C X Q E zo a ° CJ d a N 5 5 5 DETAIL 1 4"O.C.TYP. $o (SEE SHEET 5) za � o 4"O.C.TYP. 11}"O.C.TYP. ci=ob a� 6"O.C.TYP.� A 6 f< 0>_ >m 6 �aa °g wz aU` W °o � g A p B Q2 _� z=� = XQ 4 4 4 3"TYP.� Lu O v d a .9Q E m Lu 35 "SASHwog >¢ LL � WIDTH R zz 14 T"O.C. >0 SERIES 5405 VINYL XO-OX TYP. v¢ o= Nl G�m� HORIZONTAL SLIDING WINDOW X O W W b w WEEP HOLES: EXTERIOR VIEW g D on onoR�m e C ao� 1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL 2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL 8 0 Robert J.Amoruso,P.E. 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK Fiend.P.E.No.49752 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL 4n�IN.M,� TRACK A =004$.��cetisF•.9�,�� 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF s Q; No d9 52 %aL SERIES 5405 VINYL XO-OX HORIZONTAL ?•;1��J • THE EXTERIOR SILL FACE yf 6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW 'P=. STATES .WS 7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE .:°toR' WOOD AND CONCRETE/MASONRY SUBSTRATES �Sr nttON�wttp 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 "3.1. TAPCON MINIMUM SPACING IS 4 OC. IMPACT PRODUCT REVISED 3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 4"OC. oplyingmit the Florida 6u .miiding Cad. moA-N.. 20.1103.09 E�6ution Oete 0 712 212 0 2 5 ay �� Mlam a e ua ntr FRAME SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW o HEIGHT 74"MAX.FRAME WIDTH INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR d 60"SASH LL ffi m HEIGHT 32" 33" SELF-DRILLING SCREW) o LL D.L.O.WIDTH D.L.O.WIDTH w a as p E WL 56 4"D.L.O. A B B 57 z,.D.L.O. w a z R 2 < w HEIGHT 4 4 4 HEIGHT a a 2 w LL a �W ,W y Meeting Rail o a $ u 5 X 5 O 5 4"O.C.TYP. oz o DETAIL 1 4"O.C.TYP. o¢ g (SEE SHEET 5) 2"O.C.TYP. 6"O.C.TYP. 2" 11 z"O.C.TYP. 4' O.C.TYP w 112 �d "O.C. aQ. , � 1! J 6"O.C.TYP. 7 TYP. a<w o0 0 S 0 p/ U � = N o 2:0 7 0 z A B qp 4 4 4 3"TYP. z g F-}z e 35}'SASH �� �� R >z �SLLz WIDTH 10 >— SERIES 5405 VINYL XO-OX �> e ui HORIZONTAL SLIDING WINDOW X Q W W m WEEP HOLES: EXTERIOR VIEW 144"O.C. rn TYP. E a m 1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL $ 8 Robert J.Amoruso.P.E. 2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL Flondu P.E.No.49752 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK o.•``�t�AMEStA '•y 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL a0`5:�6EMSF'�.GJ;'y� TRACK r`�: lao 549 52 111p4 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF A THE EXTERIOR SILL FACE SERIES 5405 VINYL XO-OX HORIZONTAL 9's�SinTE,$�, 4�iZ 6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW '�?oa;aPp`?' 7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE o�1{�l ; STEEL SUBSTRATES INSTALLATION NOTES: DESIGN PRESSURE RATING(PSF) IMPACT RATING 1. HEAD AND SILL ANCHORAGE THE SAME. 2. JAMB ANCHORAGE SAME. +55.0/-55.0 LARGE MISSILE 3. +/-1"TOLERANCE ON ANCHOR LOCATION. IMPACT 3.1. SMS,TAPPING OR SELF-DRILLING SCREWS MINIMUM PRODUCT REVISED SPACING IS 2"OC. �ntn the Flonax emimx non-rto. 20-1 1 03.09 1Exp[mu,m Date 07/2212025 Ey z .� b� 0 0 no o A VERTICAL SECTION Bi VERTICAL SECTION B VERTICAL SECTION LL a W HEAD COMPONENT ID HEAD-COMPONENT ID HEAD COMPONENT ID n g W °a1 °� N a Q O w V ° 17 �- wo �d a 1 77 1 �W �W 17 a1 4 4 � 00 0 = Y n 6 6 o Z ? a o 1 n r l 13 n D � � n D � 13 iJr LJ ILI( ILI( P 15 (] 15 o o w ❑ 3B 16 5yz 9 20 5 41 20 9 ICL ? 92 m 26 20 21 21 20 6 a a N a m z J SEE GLAZING J SEE GLAZING SEE GLAZING a w o z 5 21 SEE GLAZING DETAIL 2, DETAIL 2, 21 DETAIL 1, zj w(r X- DETAIL 1, SHEET 10 SHEET 10 SHEET 10 w C)a 0v v¢ SHEET 10 w za 0 d w E9 EXTERIOR INTERIOR < Rd 21 EXTERIOR INTERIOR EXTERIOR INTERIOR Nw Rd 21 21 23 ID S 26 20 23 21 21 20 9 w 22 20 5 22 20 5 y LL 13 9 13 m 3B °° 16 15 17 15 Robert J.Amoruso,P.E. �nI Florida P.E.No.49752 1 16 16 5 I 16 ��iJJJ If�r If�r ��ilLL111 ME.JIff 8 I I �o q I I �0 8 �o04Qc Eti Fy�gpV Q 18 V a U Q No 69 062.P, Q 16 33 =Q 17 18 3A a 3A 4 18 3A ,����Oni/1iH����• A VERTICAL SECTION VERTICAL SECTION VERTICAL SECTION SILL-COMPONENT ID SILL-COMPONENT ID SILL-COMPONENT ID PRODUCT REVISED emcom en with th,Florida KOA-no- 20-1103.09 Expiration oalo 0712212025 Miam a s 0 ue n o SEE GLAZING DETAIL 1, W SHEET 10 13 15 INTERIOR o 12 „ INTERIOR 16 15 13 10 9 7 , xm <w =U 51 LL 0 ~ � d Q O v a ¢o ¢` a— wo ad 2 0 =❑ 3A 52 w $ 21 0 2p 6 � r 20 3 z o 0 O 17 16 16 17 20 H °z ?=a �g Z.w d Eld 21 d z g 3B SEE GLAZING 4 In DETAIL 2,13 14 15 0� rz m 25 SHEET 10 ZIA >m ~ J EXTERIOR EXTERIOR EXTERIOR No wZ >(D.02 s p U mu CAw X0 HORIZONTAL 19 HORIZONTAL HORIZONTAL W o�d Z a C SECTION D SECTION E SECTION $ -LL OPERABLE LITE MEETING RAIL FIXED LITE N 1 m JAMBS-COMPONENT ID JAMBS-COMPONENT ID JAMBS-COMPONENT ID z wp o�g� mN mw r11 0 a o 1 a� Robert J.Amoruso.P.E. Flonda P.E.No.49752 3A '9 �h�f3/'T1AJ}TE�o p� w4`? ��t`R•LOq��N6`p 1/iri 3B �9 1 DETAIL I PRODUCT REVISED 6o110in9 Mo wleh Ma Florida MASTER FRAME CONSTRUCTION NOA-N. 20-1103.09 (SASH FRAME SIMILAR) 13Y Z n 07/22/2025 Ibla e-rogue Wt. PROPERLY SECURED 1X 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 52 PROPERLY SECURED IX WOOD BUCK BY OTHERS 53 INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS c (SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) 1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. WOOD BUCK PROTECTION BY 2X WOOD N EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. m = OTHERS (SEE NOTE 3, SHEET 1) ` BY OTHERS a oLL r o d ' SHEATHING (SEE NOTE 2, SHT. 1) oN io, Om CONCRETE BY OTHERS a r o F FZ E 1 1/2" MIN. BY OTHERS (SEE NOTE 2, SHT. 1) %; o v� EMBEDMENT s. i a z a w ` 1 EXTERIOR FINISH �tc #14 WS: 1 1/2" MIN. EMBEDMENT a a o 1.o a d o 1/4" MAX. BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT Ej s� �w SHIM SPACE w " EXTERIOR FINISH "; 1/4" MAX. J Y BY OTHERS SHIM SPACE PERIMETER CAULK I+�I �w BY OTHERS § D PERIMETER CAULKILK 1 3 o BY OTHERS IIn'I 00 a v o Uo sU `z� O S z or P c m u; = Zc co F J Mao N} wz cL 0 w z 3 }rw =0 " WINDOW EXTERIOR INTERIOR EXTERIOR INTERIOR w v v o HEIGHT HIEIGHT ND W0r�r ge" N zU n O U uu)z ANCHOR-TO-SUBSTRATE w 2 b w EDGE DISTANCES ARE w p R m TYPICAL AND D MEASURED TO BOTH U a g n n A SIDES OF SUBSTRATE u LUG r4.1� u 4rJl Robert J.Amoruso,P.E. Florida P.E.No.49752 `,11101S q, PERIMETER CAULK6'•.G', 4�• •�GEFlB� •� BY OTHERS 1/4" MAX. Iffl1/4" MAX. Q�: No 4�82 ;u, SHIM SPACE SHIM SPACE _ PERIMETER CAULK :�911 '* EXTERIOR FINISH t✓s BY OTHERS '9 , �0,w BY OTHERS ;' .; #14 WS: 1 1/2" MIN. EMBEDMENT STATE 8 �,, '"'y"' #12 WS: 1 3/8" MIN. EMBEDMENT CONCRETE(EENOTE 2, SHT. 1) ` d, EMBEDMENT a EXTERIOR FINISH PROPERLY SECURED 1X BY OTHERS'', WOOD BUCK BY OTHERS SHEATHING 2X WOOD (SEE NOTE 3, SHT. 1) BY OTHERS BY OTHERS WOOD BUCK PROTECTION 1/4' ITW TAPCON 53 1EDGE DIST. (SEE NOTE 2, SHT. 1) 14 WS: 1" MIN. EDGE DIST. BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR # SHEET 1 #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X PRODUCT REVISED WOOD BUCK BY OTHERS aquylag.d th.rronaa #12 OR #14 WOOD SCREW eailmrgcoaa A� VERTICAL SECTION INSTALLATION ANCHOR 52 (SEE NOTE 2, SHT. 1) N pl-it 20.1'103.00 c-i CONCRETE SUBSTRATE e.pnuan oaa 07I22I2025 ��� VERTICAL SECTION 9y n WOOD SUBSTRATE Ml-- a ro #14 SHEET METAL N „ H SCREW/SELF—DRILLING SCREW 54 0 i g 3/4" MIN. INSTALLATION ANCHOR EDGE DIST. METAL SUBSTRATE d (TYP.) BY OTHERS LL o LL e O (SEE NOTE 2, SHT. 1) r s m EXTERIOR FINISH o u a o w w ro aw rf BY OTHERS o w w c ,a, K ¢z I;. 3 THREADS MIN. o a t w' a C '. EMBEDMENT BEYOND O W a w INTERIOR WALL 1/4" MAX. rSHIM SPACE + J5 Y 7 PERIMETER CAULK � c BY OTHERS 0 r o 0 INSTALLATION NOTES: z z ? O O Q 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 1.1. WOOD FRAMING, o g S Q ANCHOR—TO—SUBSTRATE 1.2. STEEL STUD FRAMING, Q 7 EDGE DISTANCES ARE 1.3. ALUMINUM FRAMING,AND ,n In� TYPICAL AND 1.4. CONCRETE AND/OR MASONRY. z MEASURED TO BOTH vi= z.5 ,m J SIDES OF SUBSTRATE 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE IL IL N w w 2!DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND y C �C7 < $ CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. r F uj _ cn O WINDOW 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL w V U O U j ry E HEIGHT PASS THROUGH WINDOW FRAME AND IX BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X w O d¢ m BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS K o M w R gg EXTERIOR INTERIOR THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE N i Q a Qi �� SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16" w ul o b e �d� U OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACKTO BE 114". w F u m D5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH N 2 m° TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1" 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. Florida P.E.No.49752 o SHIM SPACE NG OR 2X BUCK USE ONE OF THE FOLLOWING: tttt""'rrUlhi PERIMETER CAULK 6.6 1 FOR ANCHORING FLAT IHEAD WOOD SCREWS I(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 13/8"MINIMUM O�OtrQS-'GF U&', BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR 0�= Na d5 52 SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. * . ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. 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 . SPACINGANCHOR OF LOCATIONS 2"ON CENTER.HAVE+/oC TOLERANCES AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. '��oS,S%OO'...... it Mmit . 4" MIN. 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS 3 EXTERIOR FINISH h; / 3 THREADS MIN. BY OTHERS EDGE DIST. EMBEDMENT BEYOND (SMS)WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL (NP•) 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" S METAL SUBSTRATE TOLERANCE. SCREW/SELF—DRILLING SCREWBY /INSTALLATION ANCHOR 54 (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 o.moly au eno►Iona. A NIGTAL SUBSTRATE ASTM E2112. Noa-do e d 20-1103.09 e.Prrrtro.o.t.0 712 212 0 2 5 eY ��J d 2X WOOD 1/4" MAX. N m H FRAME BY OTHERS SHIM SPACE o o 1/4" MAX. SHIM SPACE 1 1 2" MIN. EMBEDMENT - CONCRETE INTERIOR (SEE NOTE 2, SHT. 1) SHIM AS REQUIRED / m 1" MIN. EMBEDMENT - MASONRY N 0 #14 WS: 1 1/2" MIN. EMBEDMENT m =°o to m #12 WS: 1 3/8" MIN. EMBEDMENT 53 1/4e RW TAPCON INSTALLATION ANCHOR w o o �a o p Z 2 H N iVi, ¢ LL ¢ w V' 1 1/2' MIN. EDGE DISTANCE - CONC. a m o 0.w #12 OR #14 WOOD SCREW 54 2" MIN. EDGE DISTANCE — MASONRY w w� � INSTALLATION ANCHOR a J y CONCRETE OR MASONRY #14 WS: 1" MIN. EDGE DIST. Q BY OTHERS 10 '#12 WS: 7/8" MIN. EDGE DIST. Q ..Q (SEE NOTE 2, SHT. 1) i� c c o o° a ..� LL Q PROPERLY SECURED 1X z 0 m PROPERLY SECURED IX :•t A WOOD BUCK BY OTHERS �S¢ WOOD BUCK BY OTHERS v .x ';:.I �`�y (SEE NOTE 3, SHT. 1) Z F o (SEE NOTE 2, SHT. 1) d WOOD BUCK PROTECTION BY > �� OTHERS SEE NOTE 3, SHEET 1 SHEATHING EXTERIOR ( ) in `�m BY OTHERS z c9 to r m .,m m EXTERIOR FINISH =< z J >m ~ J EXTERIOR FINISH PERIMETER CAULK PERIMETER CAU BY OTHERS Z3 a 0_ OIF w z BY OTHERS BY OTHERS BY OTHERS a 0 J g 5 C VERTICAL SECTION �o�¢'d Ir Ir wj s WOOD SUBSTRATE ANCHOR-TO-SUBSTRATE ll VERTICAL SECTION w r xm EDGE DISTANCES ARE 1u CONCRETE/MASONRY M J¢ 88 n TYPICAL AND SUBSTRATE S z� uo az MEASURED TO BOTH > 1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE oL mm INTERIOR SHIM AS REQUIRED w Z s J- w� go- 2 w og�m #14 SHEET METAL N o 54 SCREW/SELF-DRILLING SCREW 3 a0 INSTALLATION ANCHOR Robert J.Amoruso,P.E. Florida P.E.No.49752 3/4" MIN. etttenntp� LOWER SASH JAMBS ` ".. EDGE DIST. (TYP.) SHOWN.SIMILAR `��,`Q��cEEl+s �9'., . INSTALLATION FOR �e�d 1 No 49752 :i°o? 3 THREADS MIN. UPPER FIXED LITE JAMBS. or EMBEDMENT BEYOND INTERIOR WALL "O= U� Pit STATE O Q METAL SUBSTRATE BY OTHERS (SEE NOTE 2, SHT. 1) ess�Oi;A;� �a EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY OTHERS PRODUCT REVISED ...9 oe:tb the Fwrtao VERTICAL SECTION NRa-No, 20.7703.09 L METAL SUBSTRATE Eaplmtloa Rate 07I2212O25 NIunL-0ada Product W atml F2.E730" SASH STOO E RAME ® POCKET COVER ® POCKET COVER POCKET INSERT 070" WHITE RIGID PVC WHITE RIGID PVC 4 WHITE RIGID PVC WHITE RIGID PVC TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070" O TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070"0.315" 0 T�T n q B n 0.565" 7,�1 I� 71 Y o.9so W O o a O 1.400" I 1.87e 0 Z aF wo a� 1.835" 3.250"� GLAZING BEAD STOP GLAZING BEAD STOP IMPOST MULLION/FIXED SASH FRAME GLAZING BEAD STOP/SASH FIXED LITE HEAD AND JAMRS FIXED LITE MEETING RAIL MEETING RAIL ® 9Q WHITE RIGID PVC WHITE RIGID PVC Q5 WHITE RIGID PVC © WHITE RIGID PVC WHITE RIGID PVC TYP.WALL THICKNESS 0.070" TYP.WALL TICKNESS 0.055" g m o 0 TYP.WALL TICKNESS 0.070" TYP.WALL TICKNESS 0.060" TYP,WALL THICKNESS 0.066" Z ?..a o I 9 or 0.8911, t.wt + O a a Last 2.090 1.656° 0" 0.329"--� Q a Ji�C�1�CC�a11�111 JIJIJIIII y 1.250 U=m J 0.747 � 2x<Z� tm H J N 0.7Q 2.21 t 1.5301, J Q d 0 w Z a�w 00 � GLAZING LIFTRAIL HANDLE INTERLOCK COVER HURRICANE W,<$0 10 WHITE RIGID PVC 1 1 WHITE RIGID PVC © SASH COVER ® TILT LATCH W F2 x M e TYP.WALL THICKNESS 0.055" TYP.WALL THICKNESS 0.075" WHITE RIGID PVC STEEL-ZINC COATED 8 g Z $ o sos" TYP.WALL TICKNESS 0.065" N ° I c� + o aE 0.953' 0.914" 0.697" o.zg9 w T 0,176" W w 1 I . a 1.722" : w t ssz 0.345" rn 1.121" 0.205" m° a� 0.377° ❑ 0.709" 0 166" Robert J..E-No.o,P.E. Floritle P.E No.49752 0.377^-0 1,906" 2.160" 5.622" \�0�:: \CEM8F•.9GiP�. 0.669" 2 �0 y69752 ��Z O REINFORCEMENT ® REINFORCEMENT 0 0.803" 1.067" ❑ STEEL STEEL a Ti❑ t o•:.�.\ TYP.WALL TYP.WALL '' p;;gLG?6°� THICKNESS 0.06" THICKNESS 0.05" 0.157" jiO'144" 0.437"(fYP) 0.434" 0.730" � �-0.280"(TYP) (�� "II -0.730 Ufa ►��--0.935" PRODUCT REVISED a.cmplgngov4tth tho FI°rttlo NOp-Ne. 20-7107.09 25MI.ttoe Cato 07/2 212 0 2 5 e �) Nlam ro-1 6 6 Series 5405 XO Horizontal Slider/Bill of Material o: ¢ Item No.I Description Pan Numbers Supplier Matarlalor Nota o Fmmo Co.onents N n 1 MastorFmme IVWhite 1060/7780 FE o al White PVC 2 o c Z 2 Sash Stop Fmme Cover Head N White 107017736 oyal While PVC(2) o 3A PocketCover IV White 107317724 o al White PVC 2 112"GLASS BITE3B PocketCover N White 177617739 o al White PVC2 o4 Pocket Insert NWhite107917737 o al WhilePvc 2 7/8"O.A.LAMINATED GLASSs5 Glazin Bead Flxad Section NWhite 11D3/7726 O al White PVC2 O W O6 Glazin Bead Fixed Section N White 1080/7753 Ro al whne Pvc z INTERIOR CONSISTING OF:EXTERIOR 3 w� 3;j 7 lm ostMulllonFixedSection IVWhite106317735 Re al WhitePVc z LAMINATED GLASS-(2)NOMINAL 1/8" cc ¢Z 8 Sash Frame O eratin Sash IV White 128217750 naRo al White PVC 2 1 3 o— w o C3 C 9 Glazin Bead Sto O emifn Sash!Vents V hite 10671T745 Ena IIRo al White PVC 2 ANNEALED GLASS W/0.090" �tu �w 10 Glazin LHtrallHandle(Operating Sash IVent NWhito1068/7747 Enor IIRo al White PVC z 7 KURARAY AMERICA INC.TROSIFOL ul 71 InterlockCover(Operating Sash/vent IV White 118 0 1 77 27 Ener IIRo al While PVC 2 INTERLAYER,7/16"AIRSPACE W/ Y 12 Sash Cover(Operating Sash!Vent IV White 107817726 EnergilRo% White PVC(2) ❑ I Reinforcement STAINLESS STEEL SPACER(TYPE 13 O omtin Sash(Fixed dMeeemgnt ST•z26.144-0.052 H radeMetals .06"GaW.1 / SS-D),INTERIOR 1/8"TEMPERED 14 Ira ostMulllon FlxedMeetin Rai Rein -moment ST4188.168-0.062 H rodeMclaIs .05"GaN.1 GLASS o a LL 15 a 6 x 518"Tek I Reinforcement Fastener 117695 GLF Cor OroDon o Weathers lrl In 15 / Z i O 16 .210 x.300 Fin Seal Pocket Cover 1107317724 W23703NW0000 Ultra-Fab o GLAZING DETAIL 1 � 16 .210x.300FIn Seal Pocket Cover f107317724 W23303NW0000 Ultra.Fab EXTERIOR cd� 16 .210 x.300 Fin Seal impost Mullion/105317735 W23303NWODOO Ultra-Fab OPERATING SASH JAMB SHOWN- ? o 17 .787 x.300 Fin Seal Interlock Cover 1118017727 W2330INW000O Ultra Fab } o w 17 .187x.300 Fin Seal InterlockCover o /Blucksl118017727 W2330INWODOO Ultra-Fab 8 SAME AT HEAD AND SILL. ¢ No 17 .187 x.300 Fin Soal Sash Frame 11282IT750/Ener) W23307NW0000 Ultra-Fab Li=��Z 17 .187x.300 Fin Seal Sash Frame 1128217750/Exterior To W23301NWOODO Ultra-Fab ZU' I�ta-f—N.I Ui J 18 .210 x.220 Fin Seal Sash Frame 1128217750/Exterior Baso W23223NWODOO Ultra-Fab 10= Z Q 'm 19 .270 x.220 Fin Seal Sash Fmmo/Single Le Screen Frame W112257W0000 Ultra-Fab J IL NO_i £ w Z Glazin 0.C7 W C as w O 20 Wel Glaze O emtin Sash/Fixed Section 652 Slka6ex Black Sika US U rj 2_- H 21 E366 2,7mm 10.9.0 PVB intone er lG Hurrkane Laminele knpact Cardinal W U x0- 4 22 Glass SettingBlacks Fixed Base 2NB-0K-0.125-032-064 Fronk Lowe i U, U U d w U"+E 23 Glass Setting Blocks Sash Base 2NB-SK-0.125-02"26 I Frank Lowe �(� 4 w.� x r $ 24 ENDUR IG with XL Edge SS S acer SS-D TYPE — Cardinal Stainless Steel \ o Z LLz Screen Components(not all components ID'ed to section views 7 5 INTERIOR N >L Ova. 25 Sln lo La Fmmo Now White 06516NEW192 Shape.Unlimited 26 Double Le Frame New WAI[o 05516NEW192 Shapes Unlimited 27 Tension Springs 2584 Ade t y 28 Fiberglass Screen Cloth Charcoal 128"x 600' l z608 PhKer I w 9 n 29 Screen Spline JH I EX.FLX-Q165-BK Imperial Plastic USA W p •q a 30 Aluminum Comer Keys CK252X260 H rode Metals I / W o m 31 strnenCli Clear H-3160 ProductDesi n 1�2�� GLASS BITE m \ e. MISC.Components,Hardware and Hardware Fasteners not all components ID'ed In section views EXTERIOR - I 32 Woo Hoio Cover WhBo H-808WH2 Product Dosl n / 33 Stainless SITte el Ball Bearing Rollers WR03-R3 Product Desl n Robert P.E..Amo.49752 34 Black GlFlocka CovTa i.a 118 x 318 x 85'Fixed Section) VEN-VG-12088 industrial Sales / Fladea P.E.No.a9752 36 intoLlft End Caps White sash/Vont HH-66 Vinyl 584AotCement SHProductL.Plastic / 7/8"O.A.LAMINATED GLASS `p``���AMEs,rrA r�i� 37 Stainless Steel Staples 318z1R sash BEA 80110 smith Steple W CONSISTING OF:EXTERIOR +.oOQ,Q•�tCEff sF•.9j�4 38 3OPP12-18P60-9116X73lBX3FoamBloek W0511022 Lindenme r LAMINATED GLASS-(2)NOMINAL aer No 49 52. Vo• 39 Hurricane GrotleS rin C5026 James S rin Wlre t= 40 As esso PanslnstaltationTmnsiucont 02•MX0160010C2 Nova ardSilicones 1/8"ANNEALED GLASS W/0.090" +•o" 1� •'� 41 HurricaneTiHLatch 1057A-003-EW VistonIndustries KURARAYAMERICAINC. vo; s7AFIE :,�� 42 Safe Seal Lock 3220SS-003-EW Vision Industries TROSIFOL INTERLAYER,7/16"43 i'e•�<pR1oP��`'� 44 gloiS 0.850Flat Wafer Shoulder/Sash lNumicanoLatch 13734103-EW GLFCoVision ndomries 'izSS�ONAt•�p6`, AIRSPACE W/STAINLESS STEEL on 45 0 8 It 1 174"Tok White/Locks 120376 GLF Corporation SPACER(TYPE SS-D),INTERIOR rtr"Itl'S 46 06x1"Tek Whit.IKEe ers 116821 GLF Corporation 1/8"TEMPERED GLASS 47 46 x 1 114"Tek White!impost Mullion Reber 156180 GLF Corporation 46 08 x 7112"Phil Pan HD SINS salt S m 1 Impost Mullion 120913 GLF Corpoextlon 49 00625 x 0.194 Washer/hn ost Mullion 145030 1 GLF C2rp2ratlon 905x3r6"Tek/Screrm Clips White 710608 GLF Co aratloIT GLAZING DETAIL 2 51 CAM Type S—op,Lock 3220SS•003-EW ITruth Hardware sz lFaco mounted Kee er I— ITruth Hardware steel Installation FastenersFIXED LITE HEAD SHOWN.SAME PRODUCT REVISED y� 6z ntz oR 014 WOOD SCREW nla n!a steel AT SILL AND JAMBS. a al 9'Co"Aowith the Flerld. 57 114"ADVANCED THREADFORM TAPCON n!a fl'W Steel Noa-Ho, 20.1103.09 64 014 SHEET METAL OR SELF47RILLING SCREW n!o Iota I Steel Expiration 0xt.0 712 212 0 2 5 111 Hypade Melair Spedfimt10 AIS11005to 1010,CSTypeAand4 Whi to Ohl Yield St,—Irth,G40GaIv Ized IzI ENERGI FENESTRATION SOUTIONS USA,INC.,PERCURRENT MIAMI•DADE NOTICE OF ACCEPTANCE INCA). Mlom a own u oniT