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HomeMy WebLinkAboutProduct Approval (5) c n � 999 I MIAMI•DADE Fill" �LU1Jy_ �MIAMI—DADS COUNTY '-y�PR DUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESO + Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(78WT-.PiWWj 90 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) CODE P�-0� amidade.Qov/buiIding Regency Plus,Inc. ST. CIE CO 2000 Locust Gap Highway LUBOCC Mount Carmel,PA 17851 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-LMI", sheets I 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. / NOA No.20-1103.09 MIAMFDADECOIJNTY _.. ., 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. 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 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. 19-0312 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 71h 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. N SERIES 5405 VINYL XO—OX HORIZONTAL SLIDING WINDOW o 0 LARGE MISSILE IMPACT 0 O R O LL Q O N Q w O r a INSTALLATION ANCHORAGE DETAILS a o0 0 o" NOTES: a,P OM w w w 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. 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 CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. J 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE 3 w 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 O a c LL MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 0 6 a 0 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 04/27I20 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 a o Y � 5. MATERIAL: Q w 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA V=W J 5.2. REINFORCEMENT: C7 r ._m 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 Vl'_¢z 'm z 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 t1 a M to s 5.2.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA. a S w 0 w a 5 Ow Oo 6. GLAZING: z j of0 z N I; 6.1. GLAZING DETAIL AS TESTED: V' O C7 d ° 8 m 6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. w J r X eN 6.12. GLASS THICKNESS:(1)LITE OF 1/8"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. M O M J 6.1.3. LAMINATED LITE:(2)LITES OF 118"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. N z E d z 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 El300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. w t v m w 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. om 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". Robert J.Am—so.P.E. 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 Horde P.E.No.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+/-V TOLERANCE. ,,!a'^DES q fZi? 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: ��4QS•'6EP1.. 6 10.1. #12 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE TABLE OF CONTENTS p0•'�' 6•'.-N WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS 2 C: NO 49 52 p SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE-1-1"TOLERANCE. SHEET DESCRIPTION 10.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE =bt pY3 ;CS WITH V MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS 1 NOTES �9 i S7ATEt0 ;�w SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. 2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS) i�'C•'c(, ii�RS••.O R 1 ..'p 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) tp Njj 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+I-1"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 CONCRETEIMASONRY 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,CONCRETEIMASONRY&METAL SUBSTRATE PRODUCT REVISED 13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) 8u mP 6otl wUn the Aortae ANCHORAGE emmi.a 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI NOA-Nv- 20-1103.09 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 9 COMPONENTS Po-etwo oato0 7122/2 0 2 5 13.4. METAL SUBSTRATE:STEEL 18GA(0.(1428'),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. /�7 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 10 BILL OF MATERIALS&GLAZING DETAILS Uym�amwaae v ZE6A� SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW74"MAX.FRAME OSASH WIDTH INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING HEIGHT 32" 33" SCREWS) OR CONCRETE/MASONRY SUBSTRATE =m D.L.O.WIDTH D.L.O.WIDTH o °o �,m (CONCRETE SCREWS) 56 4"D.L.O. A B B 57 2"D.L.O. HEIGHT 4 4 4 HEIGHT a ¢o i,I Q N w o_ LL o ar wO a�9,❑ �a Z) ul " Meeting Rail o C X D E zU 'oir 5 5 5 DETAIL 1 4"O.C.TYP. §o (SEE SHEET 5) o o 4"O.C.TYP. a 11 "O.C.TYP. tj= a� 6"O.C.TYP.�{ �— A z=< zo m J 6 _jaa °gas wZ .. a C¢7 W 00 'c B Z XU 4 < - 4 4 4 3„TYP. w 00 F b o u n 8 n 35�'SASH �� �� lx$ }¢ g". WIDTH r 14 1"O.C. >pO SERIES 5405 VINYL XO-OX TYP. c¢ o= - HORIZONTAL SLIDING WINDOW X O �UJ > m NJ w WEEP HOLES: EXTERIOR VIEW e D yW UNm C aA 1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL r, 2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL Robert J.Amoruso,P.E. 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK Florida P.E.No.49752 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL TRACK A ;00�:.�ice sf•.9G�.. 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF s gym: mo 69752 % SERIES 5405 VINYL XO-OX HORIZONTAL THE EXTERIOR SILL FACE ,,. 6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW �A 5TA-E 7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE WOOD AND CONCRETE/MASONRY SUBSTRATES 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 IMPACT 3.1. TAPCON MINIMUM SPACING IS 4"OC. PRODUCT REVISED 3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 4"OC. .—plying withthv Florma e�nems Code, HOP-No. 20.1103.09 Errpirvtivn 0aty 0 7/2 212 0 2 5 By z 'r7 Mlam a v viroduct Control FRAME SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW HEIGHT 74"MAX.FRAME WIDTH INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR 60"SASH F m a W F HEIGHT 32" 33" SELF-DRILLING SCREW) D.L.O.WIDTH D.L.O.WIDTH w °c ¢a OFF 56 2"D.L.O. A B B 57 z"D.L.O. w a z Q N a po wo pa o HEIGHT 4 4 4 HEIGHT ?o y w w w � s m Meeting Rail o a 8. OF o zU 'o( l. X 0 4"O.C.TYP. 0z 1 5 5 5 DETAIL 1 4"O.C.TYP. z< S (SEE SHEET 5) 2"O.C.TYP. 6"O.C.TYP. 3 N 2"O.C.TYP. Z a� Z"O.C.TYP. 4' O.C.TYP.11 1"O.C. w=¢ og co w z J 6"O.C.TYP. 7 I TYP. a_w o0 g / U I E x0 o rc ZUO XU A B Lu S 8 M 4 4 4 3"TYP. egg >a LL�� 35 "SASH �� �� N �zz 5ak� WIDTH o d� up> to mE SERIES 5405 VINYL XO-OX W W S w HORIZONTAL SLIDING WINDOW X O W `UR LL WEEP HOLES: EXTERIOR VIEW 144'O.C. N TYP. E a^ 1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL Robert J.Amo Aso,P.E. 2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL $ �// 6�// Fla,,,;..1„r;s�5z 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK "',I �pMIES q4y� 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL o0`�Q �9as,- TRACK @?1q No�d9 52 P 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 7 SERIES 5405 VINYL XO-OX HORIZONTAL THE EXTERIOR SILL FACE 6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW .'�?oR...... 7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE '�Sstrio 11 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. ewiel�"dIn vdth the Rudl o"dgea Rop-No. 20.1103.09 EaplraN"a Data 0 712 2/2 0 2 5 my O N A VERTICAL SECTION B VERTICAL SECTION B, VERTICAL SECTION =m �w = F uJ '.0 HEAD-COMPONENT ID HEAD-COMPONENT ID HEAD-COMPONENT ID W o o a a o Z3 i2 a ao ¢N 17 00 Q 1- wo 00 1 17 1 =W yQ 'w o 17 0 41 4 �D00 4 J Y 41 � d 41 � Q 6 a o c 6 0 y LL n Z -Z. o 1 11 13 D1111, D 13o � � o u Q Q P 15 15 o z g o 3B 1 P a y z ❑ 16 9 5 41 5 9 ci=� J0a 20 I I 20 z Fa- m vi ZO mm J 26 20 21 21 20 =a a 0 c� z SEE GLAZING J SEE GLAZING SEE GLAZING a w 0 z 5 21 SEE GLAZING DETAIL 2, DETAIL 2, 21 DETAIL 1, z�� X� DETAIL 1, SHEET 10 SHEET 10 SHEET 10 �o�bw ENE SHEET 10 ¢- J(n EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR $ __g � 9 = 21 21 23 U) a J v 26 20 23 21 21 20 y o R b c U x Y m 22 20 22 20 5 N 5 ❑ 13 9 13 aQ� 3B 16 15 17 15 Rupert J.Amoruso,P.E. rA� 16 16 Fla tle P.E.No.49752 16 lLfl 444JJJ puargergr 6 �o q �o $ 004$.��GEtigE�yGr�'� Q @ 18 Of No 49 52 •yp5 8 33 0 1 'A�STAT E$2o sw 17 18 3A 3P 16 3p �'�iss�ONiu1��•�``` A VERTICAL SECTION B VERTICAL SECTION B VERTICAL SECTION SILL-COMPONENT ID SILL-COMPONENT ID SILL-COMPONENT ID PRODUCT REVISED eirgCoc with the Florida w NOA-Ho. 20-1103.09 Epistle.Date 0712212025 ey !a mean, a eet n Ir ¢ �. SEE GLAZING o V DETAIL 1, SHEET 10 13 15 INTERIOR 12 16 15 13 11 " INTERIOR <w 10 9 7 �,� ^s 1.p °m 51 w 0 o a s p a ao z av aF wo aW 2 0 7p Qa 0 3A 52 w G o-5 Y 21 20 6 p J 20 6 3 z o O O 17 16 16 17 20 ❑ 0 o a o a 0 gul ilf d ❑ d 21 d zx s'a o 3B SEE GLAZING 4 3 N no DETAIL 2 V 2 to ¢� 1 25 13 14 15 SHEET 10 —2�<Lu z m J EXTERIOR =aao wZ EXTERIOR EXTERIOR R s Uu~i� x0 0 ., HORIZONTAL 19 HORIZONTAL HORIZONTAL W dz �X E �o zo �LL�= C SECTION D SECTION SECTION `m OPERABLE LITE MEETING RAIL FIXED LITE N F 1 JAMBS-COMPONENT ID JAMBS-COMPONENT ID JAMBS-COMPONENT ID rn Z Wo o�a� ul0 1 NO anm Robert J.Amaruso.P.E. Flontle P.E.No,11112 @: No 69 52 •PZ 6+ 3B B 1 DETAIL 1 PRODUCT REVISED ealwme An wleb me Fiorlae MASTER FRAME CONSTRUCTION Na�la 2,-„D3.D9 (SASH FRAME SIMILAR) e.plmuen Dee DT122,2D25 PROPERLY SECURED 1X 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 52 PROPERLY SECURED 1X N WOOD BUCK BY OTHERS 53 INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS N j a (SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) 1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. WOOD BUCK PROTECTION BY EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. 2X WOOD N =m = OTHERS (SEE NOTE 3, SHEET 1) ` v BY OTHERS SHEATHING (SEE NOTE 2, SHT. 1) pn �a pm CONCRETE BY OTHERS 1 1/2" MIN. BY OTHERS w o aw r a (SEE NOTE 2, SHT. 1) a v v v EMBEDMENT 'y rc <z ¢N 1 EXTERIOR FINISH G #14 WS: 1 1/2" MIN. EMBEDMENT ° ° wo d "�:<• 1/4" MAX. BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT o >< w {SHIM SPACE w EXTERIOR FINISHT 1/4 MAX' Y BY OTHERS SHIM SPACE PERIMETER CAULKm �w BY OTHERS PERIMETER CAULK BY OTHERS 00 A w w �o Z =a O �z O zw S o co P fJ w zS2^ Fm m ri W= Z� zrz m ~ J la d 01 IL Ow OZ � WINDOW EXTERIOR INTERIOR EXTERIOR INTERIOR WINDOW 0 Up d Lu � N E HEIGHT HEIGHT w �'� HE ZU �6v$z N >Z 2® in O 0)Z g a ANCHOR—TO—SUBSTRATE w 4 M d w EDGE DISTANCES ARE w p m n TYPICAL AND u O Il MEASURED TO BOTH D a g n n A SIDES OF SUBSTRATE u LUG rU� u LUG (4"J� Robert J.Amoroso,P.E. Flodd.P.E.No.49752 i PERIMETER CAULK m 0i 6•,G BY OTHERS 1/4" MAX. 1/4" MAX. Q�• No CD 52 't�0 SHIM SPACE SHIM SPACE E FlNISH ;y e. PERIMETER CAULK "so. °* �g2y:u�i BY OTHERS EXTERIOR —� #14 WS: 1 1/2" MIN. EMBEDMENT �9'• STRTE O B ERS Y OTH :.hr, #12 WS: 1 3/8" MIN. EMBEDMENT :�� (SEE CONCRETENOTE 2, SHTER) EMBEDMENT�. BE 1:2" MIN. ��''isS�OMI 0E EXTERIOR FINISH PROPERLY SECURED 1X---"""' X BY OTHERS WOOD BUCK BY OTHERS SHEATHING 2X WOOD (SEE NOTE 3, SHT 1) BY OTHERS BY OTHERS WOOD BUCK PROTECTION 1/4' TTW TAPCON 53 1EDGE DISTT. 14 WS: 1" MIN. EDGE DIST. (SEE NOTE 2. SHT. 1) BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR # SHEEP 1 #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X PRODUCT REVISED WOOD BUCK BY OTHERS mplybrg With the Florida #12 OR #14 WOOD SCREW emlm.ecode A VERTICAL SECTION INSTALLATION ANCHOR 52 (SEE NOTE 2, SHT. 1) NOAN% 204103.09 CONCRETE SUBSTRATE e,rpreueeoa[.07I2212025 A VERTICAL BSECTION is mvo, control #14 SHEET METAL � N m � SCREW/SELF—DRILLING SCREW 54 3/4" MIN. INSTALLATION ANCHOR o EDGE DIST. METAL SUBSTRATE d (TYP.) BY OTHERS p1 =m <w (SEE NOTE 2, SHT. 1) r o o$ LL EXTERIOR FINISH W p a <' p BY OTHERS 3 THREADS MIN. a o o w LL p O o EMBEDMENT BEYOND INTERIOR WALL 1/4" MAX. w < rSHIM SPACE J Y g PERIMETER CAULK J U3 BY OTHERS 3 F o c INSTALLATION NOTES: z Z ?o n 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: ILI( 1.1. WOOD FRAMING, o g a I7 ANCHOR—TO—SUBSTRATE 1.2. STEEL STUD FRAMING, Q N Q (1 EDGE DISTANCES ARE 1.3. ALUMINUM FRAMING,AND ,� J TYPICAL AND 1.4. CONCRETE AND/OR MASONRY. Z U, n F Z m m MEASURED TO BOTH r/i= z os >m J SIDES OF SUBSTRATE 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEMASONRY OPENING TO BE J¢a out w z DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND o. w Ir O S CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. xy WINDOW 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL w U U O OU »j n E HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,1X W O d S 8 BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS 0: 2 J w E-H EXTERIOR INTERIOR THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE $ z j� SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE >F X RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, n 7 o C E ,cmm 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16" w(D uj b U OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". W F R m 6 5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH rn m TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1" 0 MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN F. ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED. Robert J.Amoruso,P.E. 1/4" MAX, ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. Flontle P.E.No.49752 PERIMETER CAULK o SHIM SPACE 6.61 FOR ANCHORING2 FLATHEAINTO D WOOD SDCREWSING OR 2X(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A CK USE ONE OF THE :1 3/8"MINIMUM �44QS .........���9G.� BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. ' 6.2. #14 FLAT HEAD WOOD SCREW(W)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM •o" ,S `q Z�r:�'< �9'. STATE 8 .wa EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR O•. �� SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. �F O R.... 2� `�' ANCHOR LOCATIONS HAVE+I-1"TOLERANCE. %7• 3/4" MIN. 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLATHEAD SHEET METAL OR SELF DRILLING SCREW EXTERIOR FINISH :h; 3 THREADS MIN. BY OTHERS EDGE DIST. EMBEDMENT BEYOND ISMS)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" SCREW/SELF—DRILLING SCREW METAL SUBSTRATE TOLERANCE. CREWBY OTHERS /INSTALLATION ANCHOR 54 (SE NOTE 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 as comPI 9 vd lb Ibo Floddo no METAL.SLIBS'TRATE ASTM E2112. Noll .. d 20-1103.09 E.plmti"oat.0712212025 OY `" ) ■Lmw.e.v,oeud conl,w 2X WOOD 1/4" MAX. o N H FRAME BY OTHERS SHIM SPACE o o N 1 1/4" MAX. SHIM SPACE 1 1/2" MIN. EMBEDMENT - CONCRETE W (SEE NOTE 2, SHT. ) SHIM AS REQUIRED INTERIOR 1" MIN. EMBEDMENT - MASONRY N � #14 WS: 1 1/2" MIN. EMBEDMENT ^o^ DLL $ #12 WS: 1 3/8" MIN. EMBEDMENT 53 1/4- ITW TAPCON INSTALLATION ANCHOR W o o 2 o f Z i wZ; m IL Qo wLL Q w 12 OR 14 WOOD SCREW �qz 1 1/2"" MIN. EDGE DISTANCE - CONC. o# # 52 a U—� 2" MIN. EDGE DISTANCE - MASONRY w w INSTALLATION ANCHOR e 1 J Y p,�--CONCRETE OR MASONRY #14 WS: 1" MIN. EDGE DIST. p p BY OTHERS �� #12 WS: 7/8" MIN. EDGE DIST. Q (SEE NOTE 2, SHT. 1) p oo azN o Q. PROPERLY SECURED 1X z O a ," PROPERLY SECURED 1X p. WOOD BUCK BY OTHERS g¢ s WOOD BUCK BY OTHERS ::`v'' :x !: +`�;. (SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) d C� ;. `• p WOOD BUCK PROTECTION BY > o ::i: ':'� OTHERS SEE NOTE 3, SHEET 1 m SHEATHING EXTERIOR ( ) BY OTHERS Z=U ¢N m F J EXTERIOR FINISH vi=¢ p¢ 'm z EXTERIOR FINISHJ PERIMETER CAULK PERIMETER CAL BY OTHERS �a a N�- ai BY OTHERS BY OTHERS BY OTHERS Ja(D J E� a 5 O VERTICAL SECTION m c=i ca,O Z �r E C WOOD SUBSTRATE ANCHOR-TO-SUBSTRATE T VERTICAL SECTION w r xx0 mew EDGE DISTANCES ARE D CONCRETE/MASONRY $E Y< LL$ TYPICAL AND SUBSTRATE o z MEASURED TO BOTH N 1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE U o,u g No"m INTERIOR SHIM AS REQUIRED W 0 o rz d a wo #14 SHEET METAL No 54 SCREW/SELF-DRILLING SCREW INSTALLATION ANCHOR Robert J.Amoruso,P.E. Florida P.E.No.49752 I 3/4„ MIN. pau•rvu� EDGE DIST. (TYP.) LOWER SASH JAMBS ov"1PNES qk�i��� SHOWN.SIMILAR `044-y(GEN3Ey�9G4�' INSTALLATION FOR rQ�` ND cn 52 3 THREADS MIN. ZIPPER FIXED LFTE JAMBS. 3*; EMBEDMENT BEYOND INTERIOR WALL qq Q METAL SUBSTRATE BY OTHERS (SEE NOTE 2, SHT. 1) EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY OTHERS PRODUCT REVISED Bulinlne Code�'�a Fronde �1 VERTICAL SECTION n0". 20.1103.09 METAL SUBSTRATE E.plmelae R.I.07/2212025 ey r7 Mlaml-0ade Product Wntral MAIN STOP Fi.730" SASH COVER AME ® POCKET COVER ® POCKET COVER POCKET INSERT070" WHITE RIGID PVC WHITE RIGID PVC ® WHITE RIGID PVCWHITE RIGID PVC TYP WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070"TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070"o.31s" 0m gLL007E . F .a OO 0.565" W v w w u 1.400" T t.Wa 1.978 1.123 a p ¢ N 1.635" T :3 w� ao >a 3.250"--� J Y GLAZING BEAD STOP GLAZING BEAD STOP IMPOST MULLION/FTXED SASH FRAME GLAZING BEAD STOP/SASH FIXED LITE HEAD ANDIAMRS FIXEDLITEMEETINGRAIL MEETING RAIL ® 9Q WHITE RIGID PVC WHITE RIGID PVC 5O WHITE RIGID PVC © WHITE RIGID PVC 7 TYP.WALL TICKNESS 0.055" WHITE RIGID PVC TYP.WALL THICKNESS 0.070" 3 TYP.WALL TICKNESS 0.070" TYP.WALL TICKNESS 0.060" TYP.WALL THICKNESS 0.066" z =a 1.071 0.891" � ,.o�, a 2.oeo 1.656 1.000" 0.329" �- a 1.2so � 3� m U.747 _=Q 0 F- m H J 0.747 2.211 �Qa Nz F Z 1.530" 5 w Taz � aw =a o S GLAZING LIFTRAIL HANDLE w a< d 0 Q E INTERLOCK COVER HURRICANE 10 WHITE RIGID PVC 1 1 WHITE RIGID PVC © SASH COVER ® TILT LATCH w J r x ;e° WHITE RIGID PVC 8 g > TYP.WALL THICKNESS 0.055" TYP.WALL THICKNESS 0.075" STEEL-ZINC COATED o z �21 ,a 1 �0.306" TYP.WALL TICKNESS 0.065" o V .L 897" 0.914" 0. ((0.953" o.z99 0.176" w d" 0.323" 1.722" w m Ill u 1.121" 1.s52 0.345" m m 0.205" o.n 0.377" 0.709" 0,166" R1.1n.I.E. ..Amaru ,P.E. FIarIEe .E.No.49752 0.37T' 2.26 `�:.� jPMEB 5.622" 00�., E ksF•.,9G� 0.669" 2 W?• No 49 52 0 0.803" 1.087" 0 13 REINFORCEMENT ® REINFORCEMENT 7�•?�; STATE' STEEL STEEL 1.012" o.7os" ',a:mil TYP.WALL TYP.WALL e''�SS�o�'AL ;:�� THICKNESS 0.06" THICKNESS 0.05" 0.544" 0.157 0.437"(TYP) 0.434" 0.730" m El �a ►i 0.730" f� ►-0.935" ascPRODUCTmpi n REVISED B.,,ing�'o"CarAth tno FIorIGe NOA-Na. 20-1103.09 EWImtlon o010 07122/2025 By ✓ 7 Nmin aT�Vo ro- a1ol- Series 5405 XO Horizontal Slider I BIII of Material ¢ Item No.I Description Part Numbers lSuppR.r Material or Note N Frame Co.onents o , 1 Master Frame N While 106017780 Enerql I Royal While PVC 2 o 2 Sash Stop Frame Cover Head N White 1070 I7736 Energl I Royal White PVC(2) 3A Pocket Cover IV White 107317724 EnergiIRo al White PVC 2 112"GLASS BITE N x m <w = 3B Pocket Cover IV White 177617739 Ene I1 Royal White PVC 2 ^a = U 4 Pocket Insert White 107917737 Ener it Royal White PVC(z 0 7/8"O.A.LAMINATED GLASS m I— o <o 5 Glazln Bead Fixed Sectlon IV White 110317726 Ene i/Royal White PVC 2 O w OF o a OF r` 6 Glazln Bead Fixed Section IV White 1080/7753 Ene CONSISTING OF:EXTERIOR 11 Royal whlro Pvc z _, INTERIOR o w� w w w 7 Impost Mullion Fixed Section IV White 1063 17735 Ena l/Ro ai WhlIoPVc 2 LAMINATED GLASS-(2)NOMINAL 1/8" a o ZZ !` w 8 Sash Frame(Operating Sash N White 128217750 nor I I Ro al White PVC 2 •1 a� a d 9 GFazin Bead Sto O eratin Sash!Vents rvwhite 10671 T745 Ener lg IRo al white PVC z I \\ ANNEALED GLASS W/0.090" ]W � w 10 GlazingLHtrallHandle(Operating sash/Vent V hite 1068 17747 Ener iIRo al Whit.PVC 2 / KURARAY AMERICA INC.TROSIFOL 11 IFR2 ock Cover(Operating Sash IVent IV Whtte 118017727 Ene iIRo al WhitePVc 2 INTER LAYER,7116"AIRSPACE W/ Y 12 Sash C°ver(Operating Sash)l Vent IV While 107817725 Energi l Royal White PVC(2) ❑ Reinforcement STAINLESS STEEL SPACER(TYPE 13 O rating Sash I Reinforcement ST-226-144.0.052 I HyqmdoMetals .06"GaN.1 / SS-D),INTERIOR 1/8"TEMPERED 14 Impost Mullion Fixed MeetingFall)Reinforcement ST-888.168-0.062 H rade Metals .05"GaN.(7 15 06 x 6)8"Tell I Reinforcement Fastener 117595 GLF Corporation \ GLASS Weathorst pinga0 16 210 x.300 Fin Seal Pocket Cover 11073 17724 W23303NWOODO FUltra-Fabb \' '/ GLAZING DETAIL 1 3� ^°Ir 1fi .210x.300 Fin Seal Pocket Cover I107317724 W23303NW0000 h EXTERIOR t9d16 .210x.300FinSealimostMullion1106317736 W23303NWOODO b OPERATING SASH JAMB SHOWN. Z�17 .187x.300FinSealInterlockCover1118017727 W2330INWOODO b >. w17 .187 x.300 Fin Seal Interlock Cover Ro I Blocks 1118017727 W23301NWOODO b 8 SAME AT HEAD AND SILL. Q N 1] 17 .187 x.300 Fin Seat Sash Frame 11282177SO I Ene I W2330INW000D ab17 .187x.300 Fin Seal Sash Frame 112821 7750 1 Etrior To W2330INW000O ab �� N m18 .210 x.220 Fin Seal Sash Frame 1128217760/Exterior Base W23223NW0000 ab19 .270 x.220 Fin Seal Sash Frame I Single Leg Screen Frame W112257W0000 ob Q N(9 u Glazln 3 W O 20 Wet Glaze(Operating Sash 1 Fixed Section 652 SikaO°x Black Slka US t}j t j 2_ o 21 E3662.7mm f 0.9.0 PVB Intoda or lG Hurricane Laminate Impact Cardinal Z]¢xOQ C 22 Glass Setting Blocks Fixed Base 2N8-SK-0.12S-032-064 Frank Lowe i \ 4 CO O O d W ^$ 23 Glass SeNn Blocks Sash Base 2NB.SK-0.125-028-028 Frank Lowe / \ K 0 I—JxJ Q LL r 24 ENDUR IG with%L Ed a SS S acer SS-D TYPE — Cardinal Stainless Steel �0 o T Screen Componentsnotall components ID'ed in section views) 1 / INTERIOR N Zt �+aZ 25 Sln le Le Frame New White OGSlGNEW192 Shapes Unlimited / .5 O 1 d m�a 26 Double Le Frame New White 06515NEW192 Sha s Unlimited o e— 27 Tension Sprin s 2504 Adept 20 / m B 28 Fiberglass Screen Cloth Charcoal/28"x 600' 3002606 Phder I w a r' 29 Screen S Ilno JH 1 W EX-FL%-0165-BK Imperial Plastic USA LU w R R m SO Aluminum Comer Keys CK252%280 H aria Metals �\ / vwj4 a o�'� 31 Screen Clip Clear H-3150 Product Design 1�2" GLASS BITE ram Misc.Components,Hardware and Hardware Fasteners not all components ID'ed in section views EXTERIOR \ / a 32 Weep Hole Cover White H-8 HZ Product Desi n \ Robed J.Amoroso,P.E. 33 Stainless Steel Ball Bearin Rollers WR03-R3 Product Desi n \ �� Flodda P.E.No.49752 34 Black Glazln :F a 118 x 318 x 85'Fixed Section VEN-VG-1208B Industrial Sales 35 IntorlockCover O eratln Sash!Vent HH-0BVin Icemen( RNProducls ——'� 7/g"O.A.LAMINATED GLASS Pa`tjpAlESFh/7`'�. 36 Llftrall End Cap. White 00156-0001 S.I.L.Plastic 37 Stainless SteelSta les318xtrzSash BEABOf10 SmithSta le 24 CONSISTING OF:EXTERIOR oe,: tr'••,�„ 38 30PP12-18PSO-9116X1318X3 Foam Block WOSI1022 Undenmar LAMINATED GLASS-(2)NOMINAL :Q' Npa9sz o$ 39 Hurricane Gmde Spring CS025 James Spring Wire =►; 40 lAccessary Parts installation Translucent 02-MX016001002 Nova ardSilicones 1/8"ANNEALED GLASS W/0.090" �9• Zott}x•IrE 41 HunicaneTiltLatch 1057A-003-EW Vision Industries KURARAY AMERICA INC. 90.• srATEtB rw� 42 Safe Seal Lock 3220SS-003-EW Vision Industries TROSIFOL INTERLAYER,7/16" 43 Sale Seal Kee er 8292A-003-EW Vision Industries AIRSPACE W/STAINLESS STEEL 44 fill.18xOB50 Flat Wafer Shoulder/sash IHurrkano Latch 137341 GLF Corporation IptFFrlFtEtt" as 08x1114"TelkWhitoILocks 120376 _ GLFOorpoaHal __ SPACER(TYPE SS-D),INTERIOR as A6x1"Tek White IKee ere 116821 GLF Corporation 1/8"TEMPERED GLASS o 47 0 6 x 1 1/4"Tek White I Ira st Mullion Reber 156180 GLF Corporation 48 fi 8 x 3 112"Phil Pan HER SMS Sah Spay I Impost Mulllon 128913 GLF Corporation 49 it 062S It 0.194 Washerl Impost Mullion 145030 GLF Co oaWn 50 #Sx318"Tek/Screen Clips White 116608 GLF Ca oration GLAZING DETAIL 2 51 CAM7 eSwee Lock 3220SS-003-EW Truth Hardware s2 Face Mounted Keeper - ITruth Hardware I steel FIXED I=HEAD SHOWN.SAME PRODUCT REVISED Installation Fasteners mpM a v4th We Flodd" 52 fi120Rfi14 WOOD SCREW nla n1a steel AT SILL AND JAMBS. 'meld-N. up 53 114"ADVANCED THREADFORM TAPCON Na RW Steel NOA-Ho. 20.1103.09 54 #14 SHEET METAL OR SELF43RILLING SCREW Inla I n1a I Steel expired".pain 07122/2025 (2)Nygrade Metals Spedflatl :AISI 1005 to a10,CS Type A and B,WW to 50 ksi Yield Strength,GQGalvanired Mlom ego uci onE�FT (i)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER CURRENT MIAMI-DAOE NOTICE Of ACCEPTANCE(NOA).