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HomeMy WebLinkAboutNOA; Series 5405 White PVC Horizontal Sliding Window - LMIMIAMI-DADE File core MI.AMI—DADE COUNTY PRODUCT CONTROL SECTION 04�� � `0�p 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION t, pQ� ��ptp It`p T� 15-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) �9 Ii� �+ wivw.miamidade.gav/nuilding Regency Plus, Inc. i0%0VM6. %~LIVIN 2000 Locust Gap :Highway ST. LYCIE COUNTY Mount Carmel, PA 17851 13OCC 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 Hi<arh Velocity Hurricane Zone. _ ESCRIPTION: Series 115405" White PVC Horizontal Slidina Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. RP.LS0063, 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 - 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 pertonnance 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 N11AMtDADEEINTY Expiration Date: July 22, 2025 +01 /21 /2021 Approval Date: January 21, 2021 Page 1 Reaencv 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 I 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 IV& 18-0122.12) B. TESTS L 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 2411.3.2.11 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 04/27120, signed. and sealed by Joseph A. Reed, P.E.. (Submitted under NOA N, a. 20-0526.03) 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 04/29/20, prepared by FTC 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. 1.9-0305.02 issued to Kuraray America, Inc. for their "Trosifol@ Ultraclear, Clear and Color PV.B Glass Interlayers" dated 05/09/1.9, 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, A.E. Prodpg1.CQgL of Y . ,mitt NOA No. 20-1103.09 Expiration. Date: July 22, 2025 Approval Date: January 21, 2021 _ E-1 Reaencv Plus, -Inc. - - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 611' 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. 19-031.2 issued to .Regency Plus, Inc. by the :Product Control Section, dated May 1.5, 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 I through 10 of 10, dated 01/12/09, with revision. L dated 1.0/20/20, prepared by PTC Product Design. Group, LLC, signed and sealed by Robert J. Amoruso, P.E. B. TESTS L 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 Th 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.T., approved on 07/02/20 and expiring on 07/22/25. Sifang Zhao, P.E. s .Product C antral E NOA No. 20-11720�25 Expiration Date: July 22 E-2 REGENCY PLUS9 INC. a SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW o a m N 2 m a = LARGE MISSILE IMPACT oS g rc o LL w r o ¢ d -s r a INSTALLATION ANCHORAGE DETAILS a a 0 i a w N b +Y a � a NOTES: to w 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7th EDITION (2020) FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). J y 2. 2X WOOD FRAMING, 1X OR 2X WOOD BUCK, METAL FRAMING AND CONCRETF3MASONRY 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 CONCRETEWASONRY SUBSTRATE. WHEN USED, 1X BUCKS SHALL BE ? m 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 Q � S o MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF TIME 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 04127/20 BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK, PA, SIGNED AND SEALED BY HAROLD Z w .- $ RUPP. FLORIDA P.E. VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO. 19-0312. Z R a 5. MATERIAL: SOLUTIONS USA, INC. PER CURRENT MIAMI-DADS NOA. U m N J 5.1. FRAME: EXTRUDED RIGID PVC BY ENERGI FENESTRATION o 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 j a d N N m J 5.2.2. GALVANIZED STEEL TUBE (0.935" X 0.730" X 0.05" THICK, Fy = 30.50 ksi & Fu = 37.5.88.7 ksi) - FIXED MEETING RAIL J Q Z o 5.2.3. LAMINATE GLASS INTERLAYER: TROSIFOL INTERLAYER BY KURARAY AMERICA, INC. PER CURRENT MIAMI-DADS NOA. U y = 6. GLAZING: Z ¢ LLI O 6.1. GLAZING DETAIL AS TESTED: 6.1.1. OVERALL: 778' NOMINAL INSULATING LAMINATED GLASS. W O O aN 1 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 LITE: (2) LITES OF 118" NOMINAL ANNEALED GLASS SEPARATED BY A 0.090" TROSIFOL INTERLAYER BY KURARAY AMERICA. INC. N S 6.1 A. SPACER TYPEiSiZE: 7116' NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER (TYPE SS-D). 6.1.5. GLAZING SYSTEM: INTERIOR GLAZED WITH (2)-LEAF DUAL DUROMIETER AND SIKA FLEX'552' BACKBEDDING WITH A SNAP -IN (2)-LEAF DUAL OUROMETER 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 �Nm. MATERIALS SHALL BE EDPM WITH A MINIMUM W SHORE A DUROMETER WHERE APPLICABLE. w 6.3. AS TESTED GLAZING MEETS ASTM E130D-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. y R' m ' 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ- 2 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 114'. [ berll Flooaa P`E.'No 9' S2 9. FOR ANCHORING INTO CONCRETElMASONRY USE V4' FLAT' HEAD'TAPCONS {CS) WITH SUFFICIENT LENG(H'f0 ACHIEVE A 1 112" MINIMUM EMBEDMENT' INTO CONCRETE WITH 1 1Ir MINIMUM EDGE DIST"ANCE 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- 1' TOLERANCE. i1111pR�11� I 10. FOR ANCHORING INTO WOOD FRAMING OR ZX BUCK USE ONE OF THE FOLLOWING: 10.1. #12 FLATHEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318' 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+/- V TOLERANCE. 10.2. #14 FLATHEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112" 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+I- 1"TOLERANCE. 11. FOR ANCHORING INTO METAL STRUCTURE USE #14 FLATHEAD SHEET METAL OR SELF DRILLING SCREWS (SMS) WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314' 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. 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: 13.1. 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, NIEDIUM WEIGHT WITH DENSITY> 117 PCF ' 13.4. METAL SUBSTRATE: STEEL 18GA (0.0428"), Fy = 33KSI I Fu = 45 KSI OR ALUMINUM 6083-T5 0.046' 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 (SMSITAPPING/SELF-DRILLING SCREWS) 4 VERTICAL SECTIONS - COMPONENT ID 5 HORIZONTAL SECTIONS - COMPONENT ID & FRAME CORNER CONSTRUCTION 6 VERTICAL SECTIONS - WOOD AND CONCRETEIMASONRY 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 PRODUCT REVISED pl whh n, the RI.Naa liama� NOA-No: 20-1103.09 Uplra6.. oat. 0712272025 mmml-uoa. r.oa�+co.T.ot FR,A A . FRAME 74" MAX. FRAME EIGHT WIDTH 60" SASH 32• 33" SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW - -- -- - - ---- -- - -- - - - - - - INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING SCREWS) OR CONCRETE/MASONRY SUBSTRATE o o 0 HEGHT D.L.O. WIDTH D.L.O. WIOThI (CONCRETE SCREWS) s �LL o 57 -2" D.L.O. w w S HEIGHT 4 4 4 r HEIGHT A Q o �E y� . X ° O 35 2' SASH ] WIDTH SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW WEEP -HOLES: EXTERIOR VIEW E 5-T DETAIL 1 4" O.C. TYP. (SEE SHEET 5) 4" O,C. TYP. 11 '' O.C. TYP. — 6" O.C. TYP.—►{ 6 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 3" TYP, 14 4" O.C. T`!P. 8� C 8 q Meeting Rail i�f X P� O D 8 8 6 SERIES 5405 VINYL XO-OX HOIZNTAL RO SLIDING WINDOW 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. 3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 4" OC. 1 I 1 1 1 mI N uj0 ��5- g o� OO � 2 7W 5hm WJ $rhU aW Ga.nd to �'"ALL N :1 2 Reoert J. Amo w, P.E. Flmitia P.E. No. 49752 a0;�I'l %@: No 49Z52 d ; i�'�F �L p p SO;'•�d��� IDUGT REVISED I)IM gg with the IIIn9 oCe -No. 20411l .tlon o■te0712212025 t 63" MAX. FRAME 74" MAX. FRAME HEIGHT — WIDTH 60" SASH HEIGHT 32" 33" D.L.O, WIDTH D.L.O. WIDTH 56q" D.LO. A g HEIGHT 4 4. 0 X .O 35 � 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 ry m m a� SELF -DRILLING SCREW) os 57'q"D.L.O. a c20 z3 arv. W HEIGHT DETAIL 1 4" O.C. TYP.— (SEE SHEET 5) 2" O.C. TYP.'-` 2" O.C. TYP. 11 J" O.C. TYP. 6" O.C. TYP. { I-- 7 3" TYP. 143' O.C. TYP. J Meeting Rail o a o �xa 6" O.C. TYP'j I` 11 Z" O.C. TYP. I • • X O E 8 SERI_ES.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. J z�^ z �aaONJ zm z a�woo 0 0.0 OQ N �z �u.LL R aQ ,o119) 2a' cow Rw �ssw w U LL m G � 8� Robert J. A —a , RE 0 Fioryda P.E. No. 49752 ada°I MES a ag sa €7s p t a =9sIRAfTE U�� PRODUyC(TT REVISED 6uu . 1 nn the Florida 140um 20-1103.09 eapo-anon oat. 071221202E r ✓�! Amm"laq. Product control VERTICAL SECTION A HEAD -COMPONENT ID r— \/T r- r A t r rl UtIA1L 7, SHEET 10 t� t-rrr-�rnr� A �RTCAL SEC�ID N COMPONEN VERTICAL SECTION B HEAD -COMPONENT ID SEE GLAZING DETAIL 2 SHEET 16 EXTERIOR r! Irr•mIe%m ICALSECTION *__3�ERT SILL - COMPONENT ID B VERTICAL SECTION HEAD -COMPONENT ID r— vTr— r-% I e% r % INTERIOR VERTICAL SECTION B SILL - COMPONENT ID mm > Ex! W Q l Z wo m 2 �aaOUzm'•Z New Oz =o W UU OW clex 1.2 N 7U y > 1`P ow w m 8� Rank J. Amcn�so, P.E. Fbdda P.E. No. 49" No PRODUCT REVISED AS eomplyln9 with /hu Floddo Bulldino Cod. NOA-No. 204103. 39 E.pir.tw. get.0712212025 By ✓� Mlami-Dada Product Control ' i HORIZONTAL C SECTION OPERABLE LITE JAMBS - COMPONENT ID I SEE GLAZING DETAIL 1, SHEET 10 INTERIOR 1 SEE GLAZING 13 14 15 DETAIL 2, 45 SHEET 10 EXTERIOR EXTERIi 19 HORIZONTAL HORIZC SECTION SECT". (: *JA�IBS -COMPONENMEETING RAILFIXED T ID JAMBS - COM a I DETAIL MASTER FRAME COIN (SASH FRAME SIMILAR) 00 N W zW za 3 o k co too Zc���Z zW ;m �aat0.lzz 8�002 WUQ OU q� No iuH Wonw WE Un Qm W o 4 0 x g" RaCer(J. Amo'uso, P.E Flonda P.E. Nc. 49752 �aa`aaajPMES+tq���i 4Ho 49 52 A� pC S*t SIATEt0� itU: fi ..•......IO,�d�a: ��iy �ONA�a�aaaa PRODUCT REVISED .complying with tho !fond. ... g row NOS -Ho. 20.1103.09 e.plrauon Data 0712212025 ntiamt•oaw pr—'""— odun eoetml— 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 WINDOW 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) %INSTALLATION ITW TAPCON ANCHOR 1 1/2" MIN. EDGE GIST. 1 1 1/2" MIN. EMBEDMENT v r 1 /4" . MAX. i SHIM SPACE m 1/4" MAX. SHIM SPACE 1 1/2" MIN. ' v e EMBEDMENT 1 1/2" MIN. 1 /4" ITW TAPCON 8 1 EDGE DIST. INSTALLATION ANCHOR A VERTICAL SECTION CONCRrfE SUfJ5 FRA't'E #12 OR #14 WOOD SCREW 52 PROPERLY SECURED 1X N �_ INSTALLATION ANCHOR WOOD BUCK BY OTHERS o 3 (SEE NOTE 2, SHT. 1) m #14 WS: 1" MIN. EDGE DIST. 2X WOOD #12 WS: 7/8" MIN. EDGE DIST. BY OTHERS a S a S 4 V SHEATHING (SEE NOTE 2, SHT. 1) 0 0 0 a o BY OTHERS r. '0 � a rrw s p F o N v ` EXTERIOR FINISH #14 WS: 1 1/2" MIN. EMBEDMENT a wa Qo w BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT w w� ¢ µ •- -' 1 /4" MAX. _LSHIM SPACE PERIMETER CAULK �� �� �i I I BY OTHERS tu J O � � 0 0 o o $ 0 o ANCHOR -TO -SUBSTRATE EDGE DISTANCES ARE TYPICAL AND MEASURED TO BOTH SIDES OF SUBSTRATE PERIMETER CAULK BY OTHERS Z U `.q a Z d 4a O�.Q JJ 2: C9 � 6aa0ca a0w >- o :.z T" OZ W 01 O g INTERIOR WINDOW t HEIGHT c90 s Kiu"I ti c >Z p0 & n a wQ Kp w GN'',q'a m to O G p � 8n Robert J. A-, FWda P.E. No. 49752 .go 3PMEB ���i,�� ENse wfl ''D'�, 1/4" MAX. No <9 52 SHIM SPACE * * t. #74 WS: 1 1/2" MIN. EMBEDMENT w0, StAYE $ j #12 WS: 1 3/8" MIN. EMBEDMENT �i����t(QRtp?4��� 1-1 %'Zii$��NA,,�`�� EXTERIOR FINISH BY OTHERS. SHEATHING 2X WOOD BY OTHERS l BY OTHERS #14 WS: 1" MIN. EDGE DIST. (SEE NOTE 2, SHT. 1) #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. i) VERTICAL SECTION wooD s1;BST59 PRODUCT REVISED ' DWIdinggCCod.i w(eh the ilorWa NOA,4o. 20-1103.09 iapiww. oete0T122*025 #14 SHEET METAL r m � 3 SCREW/SELF—DRILUNG SCREW 54 o 3/4" MIN. INSTALA11ON ANCHOR 'O a EDGE DIST.--} METAL SUBSTRATE (TYp-) BY OTHERS (SEE NOTE 2, SHT. 1) I O w o N r a a o r n EXTERIOR FINISH ^�� N BY OTHERS ,5• n t*" 3 THREADS MIN. oo ya oo a EMBEDMENT BEYOND w wa p INTERIOR WALL 1 /4" MAX. ,,.. rSHIM SPACE PERIMETER CAULK BY OTHERS ANCHOR —TO —SUBSTRATE EDGE DISTANCES ARE TYPICAL AND MEASURED TO BOTH SIDES OF SUBSTRATE EXTERIOR INTERIOR 1/4" MAX. SHIM SPACE PERIMETER CAULK BY OTHERS WINDOW HEIGHT EXTERIOR FINISH g J 3/4 MIN. 3 THREADS MIN. J BY OTHERS It" EDGE DIST.--1 EMBEDMENT BEYOND (TYP•) INTERIOR WALL #14 SHEET METAL METAL SUBSTRATE SCREW/SELF—DRILLING SCREW BY OTHERS INSTALLATION ANCHOR 54 (SEE NOTE 2, SHT. 1) VERTICAL SECTION \tEI'ALSUBS'TRATE INSTALLATION NOTES: 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 1.1. WOOD FRAMING, 1.2. STEEL STUD FRAMING, 1.3. ALUMINUM FRAMING, AND 1 A, CONCRETE AND/OR MASONRY, 2. 2X WOOD FRAMING. 1X OR 2X WOOD BUCK, METAL FRAMING AND CONCRETE!MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETE!MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHEN 1X BUCK IS USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO 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. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1116' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM t STACK TO BE 1/4". 5. FOR ANCHORING INTO CONCRETEIMASONRY USE 1/4" FLAT HEAD TAPCONS (CS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 112" 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 3T8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/6" 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 +!- V TOLERANCE. 6.2. #14 FLAT HEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1l2" MINIMUM EMBEDMENT INTO SUBSTRATE WITH l" 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- 1" TOLERANCE. T. FOR ANCHORING INTO METAL STRUCTURE USE #14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS . ISMS) 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 a!-1' TOLERANCE. 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ANWOR SPECIFIED IN ACCORDANCE WITH ASTM E2112. Q cn C7 Q U` r- U O p o zCL O Z i O H a ¢ pas 6 Nw w o� jj x a a o m: r x< �N ` �'ui u .9. : W W J ' wr Vp W S o Robert J. Amoroso. RE flo40 P.E. No. 47752 No PRODUCT REVISED Compsyybgg wIN iM fbrida 6o Codo xon-xo. 20.7703.00 e pl-d—Dme 0712212025 1 Mlam- ade pduet Wntro r 2X WOOD 1/4" MAX. FRAME BY OTHERS SHIM SPACE 1 4" MAX. SHIM SPACE (SEE NOTE 2, SHT. 1) SHIM AS REQUIRED 1 1 " I MIN. EMBEDMENT - SON RE'IE INTERIOR 1" Mlid. EMBEDMENT - MASONRY #14 WS: 1 1/2" MIN. EMBEDMENT 53 1/4" ITW TAPCON INSTALLATION ANCHOR #12 WS: 1 3/8" MIN. EMBEDMENT 1 1/2"" MIN. EDGE DISTANCE - CONC. #12 OR #14 WOOD SCREW 62 �o UJ A 2" MIN. EDGE DISTANCE - MASONRY INSTALLATION ANCHOR ` 'A 4— CONCRETE OR MASONRY #14 WS: 1" MIN. EDGE DIST. t�� Io-1 A . .A BY OTHERS #12 WS: 7/8" MIN. EDGE DIST. �q Q �I I ( (SEE NOTE 2, SHT. 1) -V '—PROPERLY SECURED 1X PROPERLY SECURED 1X f WOOD BUCK BY OTHERS 1•-ti LSO A(SEE NOTE 3, SHT. 1) WOOD BUCK BY OTHERS u .:i •; ..:• s-„ : A () SEE NOTE 2, SHT. 1 C� "% ' : WOOD BUCK PROTECTION BY SHEATHING EXTERIOR `.': 1 OTHERS (SEE NOTE 3, SHEET 1) BY OTHERS EXTERIOR FINISH EXTERIOR FINISH PERIMETER CAULK PERIMETER CAULK BY OTHERS BY OTHERS BY OTHERS BY OTHERS C VERTICAL fSECTION AFE ANCHOR -TO -SUBSTRATE D VERTICAL SECTION EDGE DISTANCES ARE coCacrrnf AsoNev TYPICAL AND SUBSTRATE MEASURED TO BOTH 1/4" MAX. SHIM SPACED SIDES OF SUBSTRATE INTERIOR SHIM AS REQUIRE #14 SHEET METAL Q SCR/SELF- DRILLING S-J NSTALLATION ANCHOR SCREW T7� 3/4" MIN. L(� EDGE DIST. (TYP.) Qo 3 THREADS MN. EMBEDMENT BEYOND INTERIOR WALL Q METAL SUBSTRATE BY OTHERS /^_ (SEE NOTE 2, SHT, 1) --EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY OTHERS �)�ITAMAUBSII L SECTION RA7'1i LONER SASH JAMBS SHOWN. SIMILAR INSTALLATION FOR UPPER FIXED LITE JAMBS. 0 4 � f. ¢ ¢ � K N N Z Q7 � 0 r# S �LL hQ m ow�w��� a a0 N c RQ =o W saz � n. w a o x zo N 3¢x 2W A T ur ZJ tm d a N r y Z .. 02 a I- r, =.+6 Ua'0(2� 0r�0 e O L zz zllf �j 3 '? VL N 7l- sy nl_ .. LLJ co o a�au �osa WO E' •gym NO o� 3 8 Robert J. Amonun, RE Rorida P.E. No. 49752 PRODUCT REVISED .a complying w1t1. tM Florida 6u11d1n9 Coda NoA-rto.. 20-1103.09 E>,Pfrntlo. Rw.071222025 Oy "' Ml.m .. Produat can/ro I OMAIN FRANIF.. RIGID PVC SASH STOP FRAME O ® POCKET COVER POCKET COVER POCKET INSERT 2 � o 0 WHITE TYP. WALL TICKNESS 0.070° COVER WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC ® WHITE RIGID PVC o N m a -a.17o• TYP. WALL THICKNESS 0.070" TYP. WALL THICKNESS 0.070" TYP. WALL THICKNESS 0.070" TYP. WALL o OS O2.730" aO' `n�l I � t-0.315° fj- 078 1.878 THICKNESS 0.070" � w 1.400" 878 1.123 L e o (L w o a Q 0 w c I I-o- 1.635' w �' ` s 3.250' --►j . GLAZING BEAD STOP GLAZING BEAD STOP IMPOST MULLION/FIXED SASH FRAME $ O GLAZING BEAD STOP/SASH J Y - MEETING RAIL 9 WHITE RIGID PVC O TYP. WALL TICKNESS 0 .055" FIXED 1.lrErtran AND iA 11ts 5Q WHITE RIGID PVC mxr0urr;nttt:nxcteAu• © WHITE RIGID PVC WHITE RIGID PVC " o g TYP. WALL TICKNESS 0.070" TYP. WALL TICKNESS 0.060" WHITE RIGID PVC TYP. WALL THICKNESS 0.066" TYP, WALL THICKNESS 0.070" o z ? N ,.03, a �,a x.oeo 1.25 T"- ff t.6o#6' i.000' 0.891" 0.329"---�-I u7 z O x 0.767 0.70 ? 2 Q J -x a OLU Z a�woo i GLAZING LIFTRAIL HANDLE O INTERLOCK COVER I SASH COVER HURRICANE 4 o d0 - e WHITE RIGID PVC TYP. WALL THICKNESS 0.055" WHITE RIGID PVC TYP. WALL THICKNESS 0.075" WHITE RIGID TILT LATCH STEEL - ZINC COATED w r z x J a= 0.306" TYP. WALL TICKNESS 0.065" R > 0.953^ 0.914' o.2sa 0.697" 0.176" � a 0.323" It1.722" i J T7 0.377' 0.709" Robert J. A rrvr PE. 0.166' J T , - FW di P.E-.N..49752 ' 0.377' 2.26 j►�MFS 5.622' t t3 REINFORCEMENT ® REINFORCEMENT O riof 3Afl O'LATEtB• :, ; STEEL TYP. WALL STEEL TYP. WALL 1.012iF O 0.709"` THICKNESS 0.06" THICKNESS 0,05" 0.157' o.5aa^ 0A37" (TYP) 0.730' 0.434' ��(-�U-II�-0.280'(TYP) 0.730" I�oUI---0,935' PRODUCT REVISED mptY,"8 wIM Mo Fbritla OutldtnB t:oG� • NOa-No. TO•'1103.09 • FrpimOm t;at" 0712=026 I, nctamt-oa .p- dT r.d-tCo"nof Seder 5405 XO Horizontal Slider / Bill of Material Item No. I Description Part Numhers ISUPPlier I Material or Note Frame Com onents Master Fme ra IV White 106017780 Ene it Ro al White PVC 2Sash Stop Frame Cover Head IVWhite 107017736 Energl I Royal White PVC (2) PocketCover IV White 107317724 Ena IIRo al White PVC 2PocketCovor IVWhite 17TO 17739 Ena itRo al White PVC(2) K3B PocketInsertIVWhile 107917737 Ene i/Ro al White PVCGlazin Bead Fixed Section IVWhile 110317726 Enor i/Ro al White PVC 2Glazin Bead Fixed Soctlon IVWhite 10801 T753 Enor 1lRo al Whit. PVCIra art Mullion Fb,.d Suction IV White 106317736 Ener i/ Ro al White PVC 2 Sash Frame (Operating Sash N Whit. 128217750 ner I!R al Whlto PVC 9 zing Bead Stu (Operating Sash IVents NWhite 106717746 NO': Eno ilRo al Whit. PVC 2 10 Glazin Lrftrail Handle (Operating Sash /Vent NWhit. 1068 17747 Enar ilRo al White PVC 2 11 Intedock Cover (Operating Sash IVent NWhiter 1180/7727 Ene iIRo al White PVC 2 12 Sash Cover O eratin Sash !Vent N White 107617725 Ene I/Ro al White PVC 2 Reinforcement 13 Operating Sash /Reinforcement ST-226-144-0.062 I Hyfld. Metals 14 Impost Mullbn (Fixed Meeting Rail) Reinforcement ST-888.169-0.D82 H rode Metals .Ofi" GaN. (1 15 #6x518" Tek l Reinforcement Fastener 1117595 lGLF Corporation Weadierstur ping 16 210 x.300 Fin Seal Pocket Cover 1107317724 W23303NWOODO Ultra -Fab 16 .210 x,300 Fin Seal Pocket Cover /107317724 W23303NW000O Ultm-Fab 16 210 x.30D Fin Seal ion ost Mullion/1063/7735 W23303NWOODO Ultra -Fab 17 .107x.300 Fin Seal Interlock Cover 1118017727 W2330INWOODO Ultra -Fab 17 .187 x.300 Fin Seal Interlock Cover(Top IBlecks 1118017727 W2330INWOODO Ultra -Fab 17 .187 x.300 Fin Seal Sash France 11282177501 Ener i W2330INWOODO Ultra -Fab 17 .iBT x.300 Fin Seal Sash Frame /1282/7750/ExtodorTo W2330INWODGO Ultra -Fab 18 210 x.220 Fin Seal Sash Frame / 1282177501 Exterior Base W23223NWOODO Ultra -Fab 19 .270 x220 Fin Seal Sash Frame/Sinle Leg Screen Frame W11226TW000O Ultra -Fab Glazing 20 Wet Glaze Operatin Sash) I(Fixed Section) 552Siknfi.x Bf.ck Sika US _ 21 E3662.7mm l 0.9.0 PVB Interlayer lG _ Hurricane Laminatelmpact Cardinal 22 Glass SettingBlocks Fixed Base - 2NB-8W0J25.032-0&i Fronk Lowe 23 Glass Setting Blocks Sash Base 2NB-BK-0.125-028-028 lFrankt.owe 24 ENDUR IG with XL Edge SS S acer(SS-D TYPE) — Cardinal Stalnless Steel Screen Components (not all components ID'ed In section views 25 Sln to Lo Frame New White 106516NEW192 Sha os UnlimKed 26 Double Leg Frame New White 106516NEW182 Sha es Unlimited 27 Tension Springs 2584 Ade t 28 Fibe less Screen Cloth Charcoal 128" x 600' 3002608 PhKer 29 Screens line H/W EX-FLX-0165-BK jbnEerfaIPIastIcUSAj 30 A uminum Comer Keys CK252X260 Hygrade Metals _____ 31 Screen Clip Clear H-3150 I Product Design Misc. Components, Hardware and Hardware Fasteners not all components ID'ed In section views 32 Weep Hole Cover White H-803WHZ Product Design 33 Stainless Stool Ball Boarin Rollo. WR03-R3 Product Dos n 34 13 ck Glazin To (Fixed Section) VEN-VG-12088 Industrial Sales 35 Interlock Covorl0peratin Sash 1Vent HH-66 Vinyl cement RH Products 36 01trail End Caps White 001664001 S.IJ_ Plastic 37 Stainless Steel Staples 316 x 112 Sash SEA 80110 Smith Staple 38 3*PP12.18PSO-0116 X1318 X 3 Foam Block W0511022 Lindonmayr 39 Hurtk:ane GradespringGS025 James S rin Wire 40 Accesso Parts Installation Translucent 024MX0150010132 Nova and Silicones 41 Hurricane Tilt Latch' 1057A-003-EW Vision Industries_ _ 42 Safe Seal Lock 3220SS-003-EW Vision Industries 43 Safe Seal Keeper 8292A-003-EW Vision Industries __44 _#8.18x0.850 45 F1atWa}erShoulderlSash l Hurticane Latch_ # 8 x 1114" Tek White l Locks 137341 __.% 120376 Corporation________,.__, OLF Corporation 46 #8xi"Tek Whital Kee rs 116321 GLFCo oration 47 # 6 x 11l4" To"Whitellm milion Rebar 156180 IGLF Corporation 48 # 8 x 3112" Phil Pan HD SMS Sap Sproyllmpost Mu6ton 120913 ^GLF Corp-eration 49 1f OG26 x 0.194 Washerl Ira ost Mulllon 1dS010 GLF Co oral.; _ 50 _ 51 #6x318"TeklSc_man Clips White .. CAM T �e Swee Lock - __� _ 3220SS -003-EW 52 Mounted Face Mounted Keeper Truth Hardware Steel Installation Fasteners 52 1012 OR#14 WOOD SCREW n/a Na Steel 53 110"ADVANCED THREADFORM 7APCON nla ITW I stool S4 1#14 SHEET METAL OR SELF -DRILLING SCREW Iola We Steel N1lpada Met* Sp.dfirauomAi511005 w 1010, CS Type Aand 11. 30hd to 50 Wi YIeIdSt—lath, G40 Galvanlaed PI ENERGI FENESTM71ON SOLUTIONS USA, INC., PER CUFWNT MIAM1-DADENOnCE Of ACCEPTANCEINOA). 1/2" GLA$S BITE j O 7/8" O.A. LAMINATED GLASS INTERIOR CONSISTING OF: EXTERIOR \ LAMINATED GLASS - (2) NOMINAL 1/8" ANNEALED GLASS W/ U90" \ KURARAY AMERICA INC. TROSIFOL INTERLAYER, 7/16" AIRSPACE W/ ❑ STAINLESS STEEL SPACER (TYPE / SS-D), INTERIOR 1/8" TEMPERED \ GLASS EXTERIOR / GLAZING DETAIL I. OPERATING SASH JAMB SHOWN. S SAME AT HEAD AND SILL, �20 L EXTERIOR 24 INTERIOR u 1 / 1/2" GLASS BITE 1� i 718" O.A. LAMINATED GLASS CONSISTING OF: EXTERIOR LAMINATED GLASS - (2) NOMINAL 118" 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 GLAZING DETAIL 2 FIXED LITE HEAD SHOWN. SAME AT SILL. AND JAMBS. 7 ' i I I i I ¢ g J O Z in —Z sW �o CO N a o o � u o o 1 I ci=w ln=Q �z rm Z I jQ-0-tg0 D• � 01 O °0 � I W YI—g 2 :1 X SNP N o W UU m�~�a O•K 3��� N �O O J ci; CS,L CO co m C W W. U d • m V M am R."W1 Amoroso. RE FI.Wa P.E. No, 49752 No PRODUCT REVISED 40 compiyiny with No Rodaa Building Code Now -Fro. • 20.1103.09 E.plr.u.n ear• 0712212025 By MWm(-Da�rii{' ucf ontra