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HomeMy WebLinkAboutNOA Horizontal Sliding Window9qEv E�ED OR MIAMI-oDE C®MpLOANCE MIAMI-DADS COUNTY ME" �c COUNTY e PRODUCT CONTROL SECTION ST. LUCIE COUNTY 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC Rjgrjee (RER)i3 Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION ,Q, fJ'►i" " T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) q �,,,^;1 Www.miamidade.izov[building 2000 Locust Gap Highway Mount Carmel. PA 17851 COPE: MAR 3 0 2022 ST. County, ^-3nzitting This NOA is being issued under the applicable rules - regu a ions 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. IDESCRIPTION: Series 115405" 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 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 Countv Product Control Section. MISSILE 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. NOA No. 20-1103.09 %MIAMI-DADE N7Y �, FILE C®Py Expiration Date: July 22, 2025 Approval Date: January 21, 2021 01 /21 /2021 Page 1 Re2ency 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 611 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. 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 0l/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 711 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 LARGE MISSILE IMPACT INSTALLATION ANCHORAGE DETAILS NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7lh EDITION 2020 FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE HVHZ . 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. 3. 1X BUCK OVER CONCRETEWASONRY IS OPTIONAL. WHEN 1X BUCK IS USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE. WHEN USED, 1X BUCKS SHALL BE 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 MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201, TAS 202 AND TAS 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. 5. MATERIAL: 5.1. FRAME: EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA, INC. PER CURRENT MIAMI-DADE NOA. 5.2. REINFORCEMENT: 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 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 5.2.3. LAMINATE GLASS INTERLAYER: TROSIFOL INTERLAYER BY KURARAY AMERICA, INC. PER CURRENT MIAMI-DADE NOA. 6. GLAZING: 6.1. GLAZING DETAIL AS TESTED: 6.1.1. OVERALL: 7/8" NOMINAL INSULATING LAMINATED GLASS. 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. ES OF 1/8" NOMINAL ANNEALED GLASS SEPARATED BY A 0.090" TROSIFOL INTERLAYER BY KURARAY AMERICA INC. 6.1.3. LAMINATEDLITE: (2) LIT , 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. 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. 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. r7 APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1116" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. 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 1/2" MINIMUM EDGE DISTANCE AND V 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. ANCHOR LOCATIONS HAVE -1- 1' TOLERANCE. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: 10.1. 912 FLAT HEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF TON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1"TOLERANCE. 10.2. #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 TON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1"TOLERANCE. 11. FOR ANCHORING INTO METAL STRUCTURE USE 914 FLATHEAD SHEET METAL OR SELF DRILLING SCREWS ISMS) WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF TON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- V TOLERANCE. 12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: J3.1. WOOD - MINIMUM SPECIFIC GRAVITY OF (G) 0.42 (NON-HVHZ) AND 0.55 (HVHZ) 13.2. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 13.3. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY > 117 PCF 13.4. METAL SUBSTRATE: STEEL 18GA (0.0428'), Fy = 33KSI / Fu = 45 KSI OR ALUMINUM 6063-T5 0.048" THICK MINIMUM. 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. TABLE OF CONTENTS SHEET DESCRIPTION 1 NOTES 2 ELEVATION AND ANCHOR LAYOUT (WS AND CS SCREWS) 3 ELEVATION AND ANCHOR LAYOUT (SMS/TAPPING/SELF-DRILLING SCREWS) 4 VERTICAL SECTIONS - COMPONENT ID 5 HORIZONTAL SECTIONS - COMPONENT ID & FRAME CORNER CONSTRUCTION 6 VERTICAL SECTIONS - WOOD AND CONCRETE/MASONRY SUBSTRATE ANCHORAGE 7 VERTICAL SECTIONS - METAL SUBSTRATE ANCHORAGE & INSTALLATION NOTES 6 HORIZONTAL SECTIONS - WOOD, CONCRETEIMASONRY & METAL SUBSTRATE ANCHORAGE 9 COMPONENTS 10 BILL OF MATERIALS & GLAZING DETAILS } Q N J O Z Z O J m a � i o LL O N (L F Z m > m N F Z J �QaNu) aO_jKF� ° >- =O orc U Q O Z W OOUO W J ��SM O: o o o > e LL a i N Z J c 8� � mo W �w o„wa om Robert J. Amoroso, RE Florida P.E. No. 49752 PRODUCT REVISED BUI1Eing &x with No Fl,rMa Non-Ra. 20-1103.09 Expiration Data 0712212025 It, C-- MI-1-Dade Produet control FRAME 74" MA�'!EIGH60" SASHW 32" D.L.O. WIDTH--1 33" 56 4'D.L.O.FD.L.O.WIDTH [rHEIGHT HEIGHT 4 4 X D 5 p E 5 WEEP HOLES: 1. 2. 3. 4. 0 6. 7. 35 2" SASH W I DTH SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW EXTERIOR VIEW 0.25" WIDE BY 0.25" HIGH LOCATED EACH END OF THE BOTTOM RAIL 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 1" WIDE BY 0.25" HIGH LOCATED 1.25" FROM EACH END OF THE EXTERIOR SILL TRACK 1.25" WIDE BY 0.25" WITH PLASTIC WEEP FLAP LOCATED 3" FROM EACH END OF THE EXTERIOR SILL FACE 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 DESIGN PRESSURE RATING (PSF) IMPACT RATING +55.0/-55.0 LARGE MISSILE IMPACT SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING SCREWS) OR CONCRETE/MASONRY SUBSTRATE 572"D.L.O. (CONCRETE SCREWS) HEIGHT DETAIL 1 (SEE SHEET 5) 4" O.C. TYP 4" O.C. TYP. I O.C. TYP. 6" O.C. TYP. �{ A � 6 3" TYP. 14 a" O.C. TYP. q Meeting Rail X O D s 8 Q zo J 3 O F 3U zQ om J cn o ' � ? z� c o N a 0 ..m J �g a N aQ)w Op S y Lu O Q W 0 Q ❑ J Q E J F: Kog X }z ageg o N ZZ 0u di ❑ �% 10 a << m� W ww o" Y w N o ��? m aowu o� o. Robert J. Amoruw, P.E. Flonda P.E. No. 49752 Y SERIES 5405 VINYL XO-OX HORIZONTAL •�k SLIDING WINDOW �A STATE,01J EXTERIOR VIEW - ANCHORAGE WOOD AND CONCRETE/MASONRY SUBSTRATES INSTALLATION NOTES: 1. HEAD AND SILL ANCHORAGE THE SAME. 2. JAMB ANCHORAGE SAME. 3. +/-1" TOLERANCE ON ANCHOR LOCATION. 3.1. TAPCON MINIMUM SPACING IS 4" OC. a RODUCT REVISED 3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 4" OC. wmelYlna with the FlorlEe atlon Date 07/2212025 Z/ 63" MAX. FRAME HEIGHT 74" MAX. FRAME 60" SASH WIDTH [,HEIGHT 32" 33" D.L.O. WIDTH D.L.O. WIDTH 56 a" D.L.O. HEIGHT X D 5 O E 5 35 21" SASH WIDTH SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW WEEP HOLES: EXTERIOR VIEW 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 3. 0.875" WIDE BY 0.375" HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK 4. 1" WIDE BY 0.25" HIGH LOCATED 1.25" FROM EACH END OF THE EXTERIOR SILL TRACK 5. 1.25" WIDE BY 0.25" WITH PLASTIC WEEP FLAP LOCATED 3" FROM EACH END OF THE EXTERIOR SILL FACE 6. 2.5" WIDE BY 0.375" HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK 7. 0.25" DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE DESIGN PRESSURE RATING (PSF) IMPACT RATING +55.0/-55.0 LARGE MISSILE IMPACT SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR SELF -DRILLING SCREW) 57D.L.O. HEIGHT DETAIL 1 4" O.C. TYP. (SEE SHEET 5) 2" O.C. TYP. 2" O.C. TYP. 11 2" O.C. TYP. 6" O.C. TYP. �{ � A 7 3" TYP. 14 a" O.C. TYP. Meeting Rail 4" O.C. TYP. 6" O.C. TYP. � 11 2' O.C. TYP. _ X O E 8 SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW EXTERIOR VIEW - ANCHORAGE STEEL SUBSTRATES INSTALLATION NOTES: 1. HEAD AND SILL ANCHORAGE THE SAME. 2. JAMB ANCHORAGE SAME. 3. +/- 1" TOLERANCE ON ANCHOR LOCATION. 3.1. SMS, TAPPING OR SELF -DRILLING SCREWS MINIMUM SPACING IS 2" OC. alz �I 0 z a a m� z_� zo �m N 0aa 8g z EL1.11 o � _0 a y (Dooc) Oa w.Jr x0 �e K o ZE > zz v o z 'eLLTi N Ti >o $c 3> NJ wW $„w U) °m Robert J. Amoroso, P.E. Flonda P.E. No. 49752 No PRODUCT REVISED as ,mpIi V with the Florida NOA-H.a 20-1103.0e s.vl.auaa Dare 0712212025 a" A) -VERTICAL SECTION HEAD -COMPONENT ID FXTFRInP DETAIL 1, SHEET 10 INTERIOR A)_�RTICAL SECTION LL -COMPONENT ID B VERTICAL SECTION HEAD -COMPONENT ID Q � 20 5 21 SEE GLAZING L DETAIL 2, SHEET 10 EXTERIOR INTERIOR B VERTICAL SECTION SILL - COMPONENT ID Bi VERTICAL SECTION HEAD -COMPONENT ID EXTERIOR INTERIOR B, VERTICAL SECTION SILL -COMPONENT ID 2 v=�Qa J O ❑ z zO Ei °W J z m a w a o u O o Z Ur � 2 m F ti= zo rm J i �aaONU 'Low Oz Z 7< X t r V, OU W J OW X(J)r^, UNE $m mom}a �ce7LL $ o N ZU >I" o, 3i cB�S epo''sa W d W 6 o w In om RobertJ. Amoroso, RE Flonda P.E. No. 49752 No PRODUCT REVISED as comply g with the Florida Building Code NOA-No. 20-1103.09 Expiration Date 07/2212025 By Z-- > Nlaalr Dade Product Contra) INTERIOR FXTFRlnR HORIZONTAL C SECTION OPERABLE LITE JAMBS - COMPONENT ID SEE GLAZING DETAIL 1, SHEET 10 INTERIOR SEE GLAZING DETAIL 2, (2) 13 14 15 EXTERIOR SHEET 10 EXTERI, i19 HORIZONTAL HORIZC D SECTION E SECT'. MEETING RAIL FDKED JAMBS - COMPONENT ID JAMBS - COM IffDIM—6 MASTER FRAME COIN (SASH FRAME SIMILAR) 3�U❑ V S m J F 00 zw oTo J F A N J ° LL O = n HZ m �aa OZm Z J w >-�-W02 mo Z� W X O Lu 00 O V) 0z J N E ky 2 �e � o N Y F- ZO >W 4 o $ LL( �B-= to Z $' `Fv`i'Qa WO 0 W o ao^LL o . = m Robert J. Amoroso, P.E. Florida P.E. No. 49752 No PRODUCT REVISED as comb with the Florida NOA-111m 20.1103.09 Expiration Deta O71221202S allam aD do��uet Control PROPERLY SECURED 1X WOOD BUCK BY OTHERS (SEE NOTE 3, SHT. 1) WOOD BUCK PROTECTION BY OTHERS (SEE NOTE 3, SHEET 1) CONCRETE BY OTHERS—, (SEE NOTE 2, SHT. 1) EXTERIOR FINISH BY OTHERS PERIMETER CAULK - BY OTHERS EXTERIOR HEIGHT PERIMETER CAULK BY OTHERS EXTERIOR FINISH — BY OTHERS CONCRETE BY OTHERS - (SEE NOTE 2, SHT. 1) PROPERLY SECURED 1X WOOD BUCK BY OTHERS (SEE NOTE 3, SHT. 1) WOOD BUCK PROTECTION - BY OTHERS (SEE NOTE 3, SHEET 1) %111NSTALLATION TTW TAPCON ANCHOR 1 1/2" MIN. EDGE DIST. 1 1/2" MIN. f EMBEDMENT r 1/4 " /4" MAX. I SHIM SPACE INTERIOR 1 /4" MAX. SHIM SPACE / 1 1/2- MIN. EMBEDMENT 1/4" ITW TAPCON i---�i-1 1/2MIN. 53 INSTALLATION ANCHOR EDGE DIST. A VERoNICEAL SECTION #12 OR #14 WOOD INSTALLATION #14 WS: 1" MIN. EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS milo' ANCHOR -TO -SUBSTRATE EDGE DISTANCES ARE TYPICAL AND MEASURED TO BOTH SIDES OF SUBSTRATE PERIMETER CAULK BY OTHERS PROPERLY SECURED 1X WOOD BUCK BY OTHERS (SEE NOTE 2, SHT. 1) 2X WOOD BY OTHERS (SEE NOTE 2, SHT. 1) #14 WS: 1 1/2" MIN. EMBEDMENT #12 WS: 1 3/8" MIN. EMBEDMENT 1 /4" MAX. I - SHIM SPACE INTERIOR WINDOW HEIGHT 1 /4" MAX. SHIM SPACE #14 WS: 1 1/2" MIN. EMBEDMENT -#12 WS: 1 3/8" MIN. EMBEDMENT EXTERIOR FINISH BY OTHERS. SHEATHING 2X WOOD BY OTHERS BY OTHERS (SEE NOTE 2, SHT. 1) #14 WS: 1" MIN. EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X #12 OR #14 WOOD SCREW WOOD BUCK BY OTHERS INSTALLATION ANCHOR 52 (SEE NOTE 2, SHT. 1) A VERTICAL SECTION WOOD SUBSTRATE N N N 0 4 �¢ N =m Kw = zz LL w OF t <a� a EL wo ao �: Ww 0 Y a 2w U O o= o 3z ^uf m Q w o zL o } o� Q N Ls 3 J to Z= to QCo ry _ to l Z� rm F J W Q0} Z IL � Z w= WUQ XOo w 4E C7000w —3. N ZU �LLL `—Y z° 0 r �� 00 U c c Ot5m` rU en0 ax�LL 0 Robert J. Amo—, RE Florid. P.E. No. 49752 No )DUCT REVISED Iplying vA the Fledda leg Code ... 20-1103.09 Due Data 07122/2025 lid #14 SHEET METAL SCREW/SELF-DRILLING SCREW 3/4" MIN. INSTALLATION ANCHOR EDGE DIST. (TYP) EXTERIOR FINISH BY OTHERS -PA PERIMETER CAULK BY OTHERS PERIMETER CAULK BY OTHERS METAL SUBSTRATE BY OTHERS (SEE NOTE 2, SHT. 1) 3 THREADS MIN. EMBEDMENT BEYOND INTERIOR WALL 1/4" MAX. FSHIM SPACE =' INSTALLATION NOTES: 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 1.1. WOOD FRAMING, ANCHOR —TO —SUBSTRATE 1.2. STEEL STUD FRAMING, EDGE DISTANCES ARE 1.3. ALUMINUM FRAMING, AND TYPICAL AND 1.4. CONCRETE AND/OR MASONRY. MEASURED TO BOTH SIDES OF SUBSTRATE 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 CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. WINDOW 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHEN 1X BUCK IS USED, INSTALLATION ANCHORS WILL HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE. WHEN USED, 1X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS INTERIOR THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. 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'. 1/4" MAX. SHIM SPACE EXTERIOR FINISH �r1 3/4" MIN. � 3 THREADS BEYOMIN. J BY OTHERS i-'EDGE DIST. EMBEDMENT ND (TYP•) INTERIOR WALL #14 SHEET METAL METAL SUBSTRATE SCREW/SELF—DRILLING SCREW BY OTHERS INSTALLATION ANCHOR 54 (SEE NOTE 2, SHT. 1) A VERTICAL SECTION METAL SUBSTRATE 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 1/2" MINIMUM EDGE DISTANCE AND 1" 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. ANCHOR LOCATIONS HAVE +/- 1"TOLERANCE. 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: 6.1. #12 FLAT HEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 718" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF 2" ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE. 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. ANCHOR LOCATIONS HAVE +/- 1' TOLERANCE. 7. FOR ANCHORING INTO METAL STRUCTURE USE #14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS (SMS) WITH SUFFICIENT 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 DETAILS. ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE. 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. J 0 3� o 0 zZ A°a O 3zo "m 0Fw Zgo > � J >¢ NQ ?(9 r- z a .. m Fm-� J �d11 ldOw .. a�w09 0.270 Z W X M 000 OZ 111JF X¢ m K po Y '2 IL! "i o ZLKQ �Z o,gCoS u�ED _, waodw J W W Un Qa 0 a. Robert J. Amomw. P.E. Fonda P.E. No. 49752 PRODUyrtd CTgREVISED Pl odowlth the Floe Bu11dIn Ntl . .. 20-1103.09 Expiration note 07/2212025 ey z-- � hll,m adoo�Produet control 2X WOOD 1/4" MAX. FRAME BY OTHERS SHIM SPACE (SEE NOTE 2, SHT. 1) 1/4" MAX. SHIM SET PACE 1 1/2' MIN. EMBEDMENT -CONCRE INTERIOR SHIM AS REQUIRED 1" MIN. EMBEDMENT - MASONRY #14 WS: 1 1/2" MIN. EMBEDMENT #12 WS: 1 3/8" MIN. EMBEDMENT 53 1/4" ITW TAPCON INSTALLATION ANCHOR #12 OR #14 WOOD INSTALLATION #14 WS: 1" MIN. EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X--�- 7TEI, WOOD BUCK BY OTHERS v i; (SEE NOTE 2, SHT. 1) SHEATHING BY OTHERS EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY OTHERS C VERTICAL SECTION WOOD SUBSTRATE 1/4" MAX. SHIM INTERIOR SHIM AS REQU ANCHOR -TO -SUBSTRATE EDGE DISTANCES ARE TYPICAL AND MEASURED TO BOTH SIDES OF SUBSTRATE #14 SHEET METAL SCREW/SELF-DRILLING SCREW INSTALLATION ANCHOR / 3/4" MIN. EDGE DIST. (TYP.) 3 THREADS MIN. EMBEDMENT BEYOND INTERIOR WALL METAL SUBSTRATE BY OTHERS (SEE NOTE 2, SHT. 1) \---EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY OTHERS . �i>,� VERTICAL SECTION L METAL SUBSTRATE V Aj9 1 1/2"" MIN. EDGE DISTANCE - CONC. f 2" MIN. EDGE DISTANCE - MASONRY v .. .Q •�—CONCRETE OR MASONRY V . V BY OTHERS (SEE NOTE 2, SHT. 1) .Q PROPERLY SECURED 1X WOOD BUCK BY OTHERS (SEE NOTE 3, SHT. 1) •i'`• V WOOD BUCK PROTECTION BY OTHERS (SEE NOTE 3, SHEET 1) EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY OTHERS D VERTICAL SECTION CONCRETE/MASONRY SUBSTRATE LOWER SASH JAMBS SHOWN. SIMILAR INSTALLATION FOR UPPER FIXED LITE JAMBS. �w rn m o 00 a oo 0 ZU 5a 3�¢ w _m 3 z� o > o N� z0r- a� ai N=ZJ rm �aiol¢- z a0-idn Yt-2 o " 0 0z ys� s� Wo�X¢ Mew o y� 'ee $« o z_ c -i �z NZ w0 �oA° wo n�aWm wo 3 am Robert J. Amoroso, P.E. Flodda P.E. No. 49752 gtta:'�CEE11gr•�9 Ab.,'a F•••%zp;% IN 49 pp2 O% 0, STATEyO y 1 PRODUCT REVISED Burn nElCod wlN lha Fiorlea Non -No. 20-1703.09 Expiration Data 071221202E Mlam"ado Product Control 1 OMAIN FRAME WHITE RIGID PVC TYP. WALL TICKNESS 0.070" �4.170" T t 2.730' 1.400" �- 3.250" SASH STOP FRAME O COVER WHITE RIGID PVC TYP. WALL THICKNESS 0.070" 0.315" n p n 0.565" T T1.123 1.635' ® POCKET COVER WHITE RIGID PVC TYP. WALL THICKNESS 0.070" t.o7e 1.879 ® POCKET COVER WHITE RIGID PVC TYP. WALL THICKNESS 0.070" t.078 1b]9 POCKET INSERT ® WHITE RIGID PVC TYP. WALL THICKNESS 0.070" .eso aLu m H W a w m N g N �; O N N Z o p z� a 2 w Z W of n N 6 J Y � GLAZING BEAD STOP FIXEDLITEHEADANDIAMBS O5 WHITE RIGID PVC TYP. WALL TICKNESS 0.070" t.o3, atm, 0.747 GLAZING BEAD STOP FIXED LITE MEETING RAIL © WHITE RIGID PVC TYP. WALL TICKNESS 0.060" a 0.]47 IMPOST MULLION/FIXED SASH FRAME ® WHITE RIGID PVC TYP. WALL THICKNESS 0.070" ,.65�� 1'(f� 511 � I�I� II 1.530" GLAZING BEAD STOP/SASH Q �Y� = x Q i < o_ }Hw 0 0 � p m zI- 0~ N 00 m o a 0- a g 0 MEETING RAIL 7O WHITE RIGID PVC TYP. WALL THICKNESS 0.066" 2.oeo 2.211� 9O WHITE RIGID PVC TYP. WALL TICKNESS 0.055" 0.691" 0.329"-�� ..to > m w F .. Z w NJ J GLAZING LIFTRAIL HANDLE 10 WHITE RIGID PVC TYP. WALL THICKNESS 0.055" �0.306" O.953" jTTj 1.121"-J� INTERLOCK COVER 1 1 WHITE RIGID PVC TYP. WALL THICKNESS 0.075" 0.914" v 1.722" Q SASH COVER WHITE RIGID PVC TYP. WALL TICKNESS0.065" o.zsa ,.3sz HURRICANE 41 TILT LATCH STEEL - ZINC COATED 0.697" 0.176" �( 0.323" 0.345" 0.205" w 0 < °w o F o o � X i Z w w m4 0 N E em LL z mom' a o LL 0.377" 0.709" 0.166" -7*I 0.377° 1.906' 2.260' 5.622" 0.669" O 0.803" 1.067" 1.012" ❑-0.7009" Ll I T o.1s7" J a Robert J. Amoroso, P.E. Flortda P.E. No. IM2 tb4r,•'y�GENgF;^.q $Q�' No 49 �'�'"�t P Z• ��sSpNtuu�N,�, 0 REINFORCEMENT STEEL TYP. WALL THICKNESS 0.06" ® REINFORCEMENT STEEL TYP. WALL THICKNESS 0.05" 0.434" �-� ��0.280°(TYP) f0.730" 0.437° (TYP) r 0." 730�� j ��0.935" osaa•• PRODUCT REVISED as co pl owls the Fletlaa woA .. 20.1103.09 EaplmOon oate 07122/2025 Mlam a " Pict c"t'o - Series 5405 XO Horizontal Slider / Bill of Material 1/2" GLASS BITE O 7/$" O.A. LAMINATED GLASS l ' � _ INTERIOR CONSISTING OF: EXTERIOR LAMINATED GLASS-(2) NOMINAL 1/8" \ ANNEALED GLASS W/0.090" KURARAY AMERICA INC. TROSIFOL INTERLAYER, 7/16" AIRSPACE W/ ❑ ! STAINLESS STEEL SPACER (TYPE - / SS-D), INTERIOR 1/8" TEMPERED ( GLASS \ 1 5 / — GLAZING DETAIL I ! EXTERIOR OPERATING SASH JAMB SHOWN. 8 SAME AT HEAD AND SILL. �5— INTERIOR I 20m28 I GLASS BITE EXTERIOR \ \ je \ / 7/$" O.A. LAMINATED GLASS CONSISTING OF: EXTERIOR ! LAMINATED GLASS- (2) NOMINAL 1/8"ANNEALED GLASS W/0.090" KURARAY AMERICA INC. TROSIFOL INTERLAYER, 7116" AIRSPACE W/ STAINLESS STEEL SPACER (TYPE SS-D), INTERIOR 1/8"TEMPERED GLASS Q 6 Q n No. Description Part Numbers Suller Material or Note o c o c r" E Frame Com onents + Master Frame IV White 106017780 Enerill1 Royal White PVC 2 2 Sash Stop Frame Cover Head IV White 1070/7736 EnergllRoyal White PVC (2) 3A Pocket Cover TV Whit. 107317724 Ene IlRo al White PVC 2 U w o a O t:l 0 o w <o aF ° a wo a O LL F a= a z w IB Packet Cover N White 171617739 Energi I Royal White PVC 2 4 Pocket Insert TV White 107917737 Ene I/Ro al White PVC (2)'� 5 GlazingBead Fixed Section N White 110317726 Ene i/ Ro al Whit. PVC 2 s GluingBead Fixed section TV White 1080/7753 Ene i/Ro al Whit. PVC z 7 Impost Mullion Fixed Section NVYhite1063/7715 Energi1Ro al White PVC 2 8 Sash Frame (Operating Sash)NWhlta 1282/7750 Ene it Royal White PVC 2 9 Gazin Bead Sto (Operating Sash (Vents NWhite 1067f7745 Ene IIRo al White PVC 2 10 GlazingLifhallHandle O eratln sash !vent NWhIte106817747 Ene i/Ro al White PVC z 11 InlerioekCover 11-ratio Sash /Vent IV White 1180 17727 Ene i/Ro al White PVC 2 -� Y 12 Sash Cover (Operating Sash)lVent NWhite 107817726 Ena IIRo al White PVC 2) >- a L1=ul N = Q d Ca- (L w >- t'U7 p U Ui --I 1- 0 N p Z 3 c0� o w o � �Z ZO O X Q d W X24 } = u- _ IYF30 y - °' " o a o LL O a " Q. - �¢ 8 u, M.Q d -6Double acd u °-m x31 a Reinforcement t3 O em8n SashiRelnforcement ST-226.144-0.052 H radeMetals .06"GaN. i 14 Impost Mullion Fixed Meeting Rail Reinforcement ST-888.168-0.062 Hygrade Metals 1 .05" GaN. 1 15 06x518" Tek l Reinforcement Fastener 117595 GLF Corporation Weathers M In 16 210 x.300 Fin Seal Pocket Cover/107317724 W23303NW000O Ultra -Fab 16 210x.300Fin Sea[ Pocket Cover 11073IT724 W23303NW000O Ultra -Fab 16 210 x.300 Fin Seal Dn ostMullion 1106317735 W23303NW000O Ultra -Fab 17 .187 x.300 Fin Seal Interlock Cover/118017727 W23301NWOODO Ultra -Fab 17 .187 x.300 Fin Seal Interlock Cover(Top 1 Blocks 1118017727 W23301NW0000 Ultra -Fab 17 .187 x.300 Fin Seal Sash Frame 11282177501 Ene i W23301NW000O Uitm-Fab 17 A87x.300 Fin Seal Sash Frame 1128217750/ExteriorTo W23301NW0000 Ultra -Feb 18 .210 x 220 Fin Seal Sash Frame 11282177501 Exterior Base W23223NW0000 Ultra -Fab 19 1.270 x 220 Fin Seal Sash Frame I Single Leg Screen Frame W11225TW0000 Ultra -Fab Glazin 20 Wet Glaze (Operating Sash / Fixed Section) 652 Sikafiex Black Slka US 21 E366 2.7mm / 0.9.0 PVB Interla eriG Hurricane Laminate Im act Cardinal 22 Glass SettingBlocks Fixed Base 2NB-BK-0.125-032-O Frank Lowe 23 Glass SettingBlocks Sash Base 2NB-8K-0.125-028-028 Frank Lowe ENDUR IG with XL Ed a SS S acer ( SSA TYPE — Cardinal Stainless Steel screen Com onents (not all cote onenb ID'ed In section views 25 Sin le Le Frame New White OGSIGNEW192 Sha es Unlimited Le Frame New White 06515NEW192 Sha es Unlimited 27 Tension S rin s 2584 Ade t Flbe lass ScreenClothCharcoal128"x600' 3002606 Phtler 29 Screen S line H ! EX-FLX-0165-BK Im erial Plastic US Aluminum Comer Ke s CK252X2fio H rede Metals ScreenCII Clear HJ160 ProductDesi n Misc. ComEl onents, Hardware and Hardware Fasteners not all components ID'ed In section views) 32 Wee Hole Cover White H-808WH2 Product Desi n Robert J. Amoroso, P.E. Florida P.E. No. 49752 +•trrrrrbr �•`"1�NMES �01rQ�y`GEroSF�9G, ;c�' .No as s- =:r0� * t* �-ot tppgp �¢` =e9. STATED jtr/� 4��FS �0R�p? 6`�'�� ��ONAt-Ep•``• """'D�+• 33 Stainless Sleet Ball Bearin Rollers WR03-R3 Product Desl n 34 BWck Glazing:F a 1111.3... ' Fixed Section VEN-VG-1208B Industrial Sales 35 Interlock Cover (Operating Sash)/Vent HH-66Vinyl Cement RHProducts 36 LtitrailEnd Caps Whitc S11- 37 Stainless Steel Ste les L8 x 12 sash BEA8c007 BEA 60110 Smith Ste le mithtoPlastic24 38 30PP12-18P50-9/18X i.X3FOamBlock WOSI1022 Lindenme r 39 Hurricane Grade S rin CS025 James Spring Wire 40 AccessoryParts Installation Translucent 02-Mx0160010C2 Nova ardSilicones 41 Humane Tilt Latch 1057A-0OS-EW Vision Industries Safe Seal k 3220SS-003-EW Vision dustries! a3 Safe SealKee2 er 8292A-003EIN Vision Industries 44 #8-18x02SOFlat Wafer Shoulder lSash IHurricane Latch +37341 GLF Co oraton 45 #Hx11/4"Tek White ILack. +20376 GLF Co oration 46 #6z1"TekWhke/Keeers 116821 GLF Corporation 57. Metals SpedOation: A1513005 e, UnO, CS Type A and 0, 301oi to SOW Yield Strength, G40 Galvanised FENESTRATION SOLUTIONS USA, INC., PER CURRENT MIAMI-DADS NOTICE OF ACCEPTANCE (NOA). GLAZING DETAIL 2 FIXED LITE HEAD SHOWN. SAME AT SILL AND JAMBS. PRODUCT REVISED Fl REVISED 6 ulldNg Wng wthe orid" NDA-ffoC Ee20-1103.09 E.plmt/1- DDato 0712212025 By v