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HomeMy WebLinkAboutAPPROVED 5405 SL 2 Panel MIAMI-DADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/buildin¢ Regency Plus,Inc. 2000 Locust Gap Highway Mount Carmel,PA 17851 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "5405"White PVC Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No.RPLS0063,titled"Series 5405 Vinyl XO-OX Horizontal Sliding Window-LMI", sheets 1 through 10 of 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. 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. WADE COUNTY No.20-1103.09 � - Expiration Date: July 22,2025 01/21/2021 Approval Date: January 21,2021 Pagel 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 5` Edition (2014), dated 03/31/15,with revision dated 09/01/15, and updated to the FBC 6`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 6t1 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 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. o o SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW o o w LL N a w .J OO C) COCOZLARGE MISSILE IMPACT Ua z 0H N Q w H n a INSTALLATION ANCHORAGE DETAILS ° w v w-Ll- w - U Of Z < N NOTES: a ? o Z o a00. W 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 � w 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 CONCRETE/MASONRY SUBSTRATE.WHEN USED, 1X BUCKS SHALL BE `Y) 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 p oo LL MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. Z o a O 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 z RUPP, FLORIDA P.E.VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO. 19-0312. Z a < LU 5. MATERIAL: Q J 5.1. FRAME: EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA, INC. PER CURRENT MIAMI-DADE NOA. �j = Lo 5.2. REINFORCEMENT: Z r- m U) 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 Vj 2 Q ZO m m z J 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 a N U) � w 5.2.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA, INC. PER CURRENT MIAMI-DADE NOA. a (D � o W 2 z: 6. GLAZING: Z co W X Z 6.1. GLAZING DETAIL AS TESTED: W U U O CD6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. W O O J^ o 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. D: o J ac) o N J U 6.1.3. LAMINATED LITE: (2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA, INC. o Z ° b 6.1.4. SPACER TYPE/SIZE: 7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). N > m°o 9� 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. LO o m 2¢' 6.2. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER.GASKET � J 6 co MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. U) I o 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. w a00a w ULoLL m 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. U a x O N m M n 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.Amoruso,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 1"MINIMUM EMBEDMENT Florida 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+/ 1"TOLERANCE. � � A� 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: -.�� Q,- ��EN 10.1. #12 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE TABLE OF CONTENTS WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER. LOCATE ANCHORS AS :4�r• No 49 52 0: SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/- 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 WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER. LOCATE ANCHORS AS 1 NOTES -7a: STATE 0 .u►= SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/- 1"TOLERANCE. +��`•'. � 2 ELEVATION AND ANCHOR LAYOUT (WS AND CS SCREWS) .�fi••.,v R�,,.•b�. 11. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS(SMS)WITH SUFFICIENT 3 ELEVATION AND ANCHOR LAYOUT (SMS/TAPPING/SELF-DRILLING SCREWS) f�f�sy4ONAi to, 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+/-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 CONCRETE/MASONRY SUBSTRATE ANCHORAGE 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 7 VERTICAL SECTIONS - METAL SUBSTRATE ANCHORAGE & INSTALLATION NOTES INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 8 HORIZONTAL SECTIONS-WOOD, CONCRETE/MASONRY& METAL SUBSTRATE PRODUCT REVISED 13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) as complying with the Florida ANCHORAGE Building Code 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI NOA-No. 20-1103.09 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY> 117 PCF 9 COMPONENTS Expiration Date07/22/2025 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. 10 BILL OF MATERIALS &GLAZING DETAILS By — Miami-Dade Product Control Q Q Q } MAX.FRAMEESERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW F 74" MAX. FRAME N HEIGHT OSASH WIDTH INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING o o HEIGHT 32" 33" SCREWS) OR CONCRETE/MASONRY SUBSTRATE Uj = m <w 3 D.L.O. WIDTH D.L.O. WIDTH 1 (CONCRETE SCREWS) ON N a o U_ o 56 4 D.L.O. ,q g g 57 z D.L.O. o Q w HEIGHT 4 4 4 HEIGHT o � " w Q N a o0 0LL o _ o a- o Cl)Q � � W w J Y J C'') O (p O Meeting Rail o o IL C X D O E o� o o 5 5 5 DETAIL 1 4" O.C. TYP. �o z �N (SEE SHEET 5) zQ a _ 4" O.C. TYP. Q o� co 11 2" O.C. TYP. U = 00 <? 6" O.C. TYP. A z vi= � z� mm J � � OQ 6 of wZ 0- QJ 00 v w O W OQ m m � VU) � XO z Z) r- 4 4 4 W0 < Oz o 3 TYP. E 35 2" SASH All �� W o 2i o Q o" o -L U WIDTH CDzz aZ 14 O.C. 1n N >O o�005 4 N 3w SERIES 5405 VINYL XO-OX TYP. �> 140 o o HORIZONTAL SLIDING WINDOW X O 00 wJ WEEP HOLES: EXTERIOR VIEW °PP LU D LU a"� 8 Wp W FX ' m (n a oMC Co 1. 0.25" WIDE BY 0.25" HIGH LOCATED EACH END OF THE BOTTOM RAIL 8 8 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 ,.ti, ,AEs .q •,,, TRACKrusa�Gr+r 5. 1.25" WIDE BY 0.25" WITH PLASTIC WEEP FLAP LOCATED 3" FROM EACH END OF 6 =�' No ° $2 tO' THE EXTERIOR SILL FACE SERIES 5405 VINYL XO-OX HORIZONTAL � '� 6. 2.5" WIDE BY 0.375" HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW -�•: �STATEC1 U+ EXTERIOR VIEW -ANCHORAGE 7. 0.25 DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE �,, 5•�a�!� • b`�•� WOOD AND CONCRETE/MASONRY SUBSTRATES '•.,*'�pyl�L,��r+` lflliiEN{N 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. 3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 4" OC. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1103.09 Expiration Date 07/22/2025 By -� Miami-Dade Product Control Q Q Q } co F MAX. SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW o FRAME 74" MAX. FRAME o LO HEIGHT WIDTH INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR w 60" SASH = m of w = � � w o� � v HEIGHT 32" 33" SELF-DRILLING SCREW) o N Z° co o m D.L.O. WIDTH D.L.O. WIDTH w �- O Q a H 56 4" D.L.O. A B B 57 2" D.L.O. 0 a z z< Q w FHEIGHT 4 4 4 HEIGHT a a s >a a U w w J Y w O O Meeting Rail o o 0 IL o� o z Z IL �o z co� C X D O E 4" O.C. TYP. c�z Q W 5 5 5 DETAIL 1 4" O.C. TYP. zQ a _ (SEE SHEET 5) 2" O.C. TYP. 6" O.C. TYP. < o� 2" O.C. TYP. = a <a ZCD � a0 m � 11 2" O.C. TYP. 4" O.C. TYP. 11 '" O.C. = Q o Q Z m z rt 6" O.C. TYP. � 7 TYP. a. w o 0 o N rF � == z � � X0 A 4 B LUov oQ _JNE LO J LO 0U M 4 4 4 3" TYP. Wo2i _jz �" oN O >_Q o, Y o 352" SASH �� �� N Zz o aL O o 0U� .: WIDTH C) IQJ oQ o co SERIES 5405 VINYL XO-OXUj CYw a0md HORIZONTAL SLIDING WINDOW X O w F��m WEEP HOLES: EXTERIOR VIEW 14 4, O.C. `� a m M LL TYP. oPP E o 1 . 0.25" WIDE BY 0.25" HIGH LOCATED EACH END OF THE BOTTOM RAIL 8 8 Robert J.Amoruso,P.E. 2. 0.180" DIAMETER LOCATED 1" AND 1.5" FROM EACH END OF THE BOTTOM RAIL Florida ?!81 752 ,,��n�iitl��i 3. 0.875" WIDE BY 0.375" HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK .......4�ti• ,A Es ,�'''►., 4. 1" WIDE BY 0.25" HIGH LOCATED 1.25" FROM EACH END OF THE EXTERIOR SILL E�SF•. PGri� TRACK No 49 52 - 5. 1.25" WIDE BY 0.25" WITH PLASTIC WEEP FLAP LOCATED 3" FROM EACH END OF 7 -*vs SERIES 5405 VINYL XO-OX HORIZONTAL U $ a_ THE EXTERIOR SILL FACE STATE SLIDING WINDOW :'�` '�c ?�:�.•� 6. 2.5 WIDE BY 0.375 HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK �• '•.al.• a a •. �o,�lA►.� . 7. 0.25 EXTERIOR VIEW - ANCHORAGE O DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE ,f� �� •+ON STEEL 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. SMS, TAPPING OR SELF-DRILLING SCREWS MINIMUM PRODUCT REVISED SPACING I S 2" OC. complying with the Florida BuildingCode NOA-No. 20-1103.09 Expiration Date 07/22/2025 By - Miami-Dade Product Control Q Q Q O N N CO � O WC14 2 O C, O � W O VERTICAL SECTION VERTICAL SECTION VERTICAL SECTIONCD � m o � Q 0 LL A HEAD - COMPONENT ID HEAD - COMPONENT ID HEAD - COMPONENT ID w o N a a o m a LU 0 W W a. ~ Z Z ~ N v 1 17 1 17 a ? Q >a LU ? o 0 17 W LU � 41 4 ❑00 4 J Y �old 41 � 0 0 41 0 M d o d d � o 0 8 8 0 C) W z � � o Z 1 13 I ❑ 13 J Z � c�— w Q W D I D z I_ a o 15 — oco ❑ 36 16 15 I � � _j0 5 u7 J 9 20 5 I 41 20 9 z � � �I m ui z0 > m J 26 20 21 I 21 20 o u Z J z SEE GLAZING SEE GLAZING SEE GLAZING a U w o z 0 N pf 21 DETAIL 2, 21 DETAIL 1 , t}i c-) 2 =0 SEE GLAZING DETAIL 2, � x- , DETAIL 1 , SHEET 10 SHEET 10 SHEET 10 w U v 0 w4 N SHEET 10 w of ox U) N INTERIOR }_a ° LO J °" EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR ZF ��az N LO� a °LO oo� 21 21 vj INCOC LO 23 W o 26 20 23 21 21 20 9 2 N a W L) m 22 20 5 22 20 5 U a o N LL ❑ 13 9 13 °°M 3B ° 16 15 17 15 Robert J.Amoruso,P.E. 1 16 16 ❑ D 16 Florida P.E.No.49752 8 8 �:• Pin d9 52 ' p 0 O O •• IM 18 18 3 Q OO 0 -az �� �Q �� :jr 3 215 ' ' STATE ❑ •.�+::d: 17 18 3A 18 0.�i�s�0lyA �.+� A VERTICAL SECTION B VERTICAL SECTION B � VERTICAL SECTION SILL - COMPONENT ID SILL - COMPONENT ID SILL - COMPONENT ID PRODUCT REVISED as complying with the Florida Building Code wow-No. 20-1103.09 Expiration Date 07/22/2025 By Miami-Dade Product Control Q Q Q SEE GLAZING ON N 00 w DETAIL 1 , o LO SHEET 10 13 15 INTERIOR F � �'12 16 15 13 11 0 LU INTERIOR 10 g 7 1 � LL ow H U O m z Q 51 O W O N Z a O O� Q H a_ N C)n d 0 �6 >a p O ❑ El2 ? Q ? LU o Fil 3A 52 U w 00 00❑ J Y 21 20 0 6 5 8 J M (p O 0 17 16 16 17 ❑ 20 ❑ 0 0 Z _j o �� CDLO Z 21 < W a ❑ Ela d aw o co SEE GLAZING 0 Q � �o 3B 1 13 14 15 DETAIL 2, 4 Z � z m `� 25 SHEET 10 — = z w m m F J EXTERIOR EXTERIOR EXTERIOR J Q (Ifa � Z �ii o_ O w O� 0 N Vco2 =O HORIZONTAL 19 HORIZONTAL HORIZONTAL W _ X z J N 0 M ° N D LO SECTION SECTION SECTION N }~ °-6 L N U C D E4 � � o N Z W c o o-Z OPERABLE LITE MEETING RAIL FIXED LITE u,< -3 0 0 �Q 1- o.�o JAMBS - COMPONENT ID JAMBS - COMPONENT ID JAMBS - COMPONENT ID co z U J co z a w0 o�oW LN UC,1C? m W F 4a o N" 1 ° 0 Robert J.Amoruso,P.E. Florida P.E.No.49752 1 �I a TAMES Q4 j %C No 49 52 i 3A p STATE ❑ .[t1: l+�bis�0NAt.+��� 3B e � 1 DETAIL 1 �� PRODUCT REVISED as complying with the Florida MASTER FRAME CONSTRUCTION Building Code Noa-Wo. 20-1103.09 Expiration Date 07/22/2025 (SASH FRAME SIMILAR) By ell,_�- Miami-Dade Product Control Q Q Q PROPERLY SECURED 1X #12 OR #14 WOOD SCREW 52 PROPERLY SECURED 1X o m 1/4" ITW TAPCON N � W WOOD BUCK BY OTHERS 53 INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS (SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) o o 1 1/2" MIN. 00 #14 WS: 1" MIN. EDGE DIST. o LU 0 WOOD BUCK PROTECTION BY EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. 2X WOOD = m ofw = OTHERS (SEE NOTE 3, SHEET 1) BY OTHERS w o � U v vv v v SHEATHING (SEE NOTE 2, SHT. 1) o o Z 0 O LL m o CONCRETE BY OTHERS v 1 1/2" MIN. BY OTHERS I- O Q a H a (SEE NOTE 2, SHT. 1) v v v v EMBEDMENT � Z w l o N z v v EXTERIOR FINISH #14 WS: 1 1/2" MIN. EMBEDMENT a s p a 1/4" MAX. BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT o w a w SHIM SPACE :i? W EXTERIOR FINISH 1/4" MAX. J Y W BY OTHERS SHIM SPACE Of PERIMETER CAULK �Uu D� w BY OTHERS d PERIMETER CAULK Q o 0 0 BY OTHERS Q� D� o o C) LL d z_= - ° E o n U z � o< z j �J J� w Q W Z Q _w a �~< C) U Q o Q z0 � am z m m ~ J 0 Z z d N z w a Q J U W C7 W 0z o V 0 WINDOW EXTERIOR INTERIOR EXTERIOR INTERIOR WINDOW Cw9 p U p w HEIGHT J N o�, HEIGHT w J x� J N O J WLO M O N O o� o O � N —U C7-o a Z u70 °_ ooS a a)cQ U ❑ - -w 0 0 L!')Q U J0� ANCHOR-TO-SUBSTRATE w Q 2 a`' D o rn w EDGE DISTANCES ARE W 0 F CN X N CO LL ❑ MEA URTYPIEDLTONBOTH ❑ a Ca °CO n � q SIDES OF SUBSTRATE n n q U �rJl U �j�l �rJl Robert J.Amoruso,P.E. Florida P.E.No.49752 skim ES -10 ���ti+fsu�ir�afrt fit, - L $''•. ri PERIMEBYR CAULK OTHERS 1/4" MAX. 1/4" MAX. ���'.�o d9 52 -G'a SHIM SPACE FSHIM SPACEIM * 1 :* PERIMETER CAULKIF EXTERIOR FINISH BY OTHERS #14 WS: 1 1/2" MIN. EMBEDMENT :p�. STAYC $ .�►' BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT '+��'•.'�I �P:t�`� CONCRETE BY OTHERS a o 1 1/2" MIN. (SEE NOTE 2, SHT. 1) o 0 o a EMBEDMENT ����hi� Ai��►��'� .a EMBEDMENT FINISH , PROPERLY SECURED 1X BY OTHERS WOOD BUCK BY OTHERS SEE NOTE 3, SHT. 1 SHEATHING 2X WOOD ( ) BY OTHERS BY OTHERS WOOD BUCK PROTECTION 1/4" ITW TAPCON 53 1EDGE DST. 14 WS: 1" MIN. EDGE DIST. (SEE NOTE 2, SHT. 1) BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR # #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1 X PRODUCT REVISED SHEET 1) WOOD BUCK BY OTHERS as complying with the Florida #12 OR #14 WOOD SCREW Building Code VERTICAL SECTION INSTALLATION ANCHOR 52 (SEE NOTE 2, SHT. 1) Noa-No. 20-1103.09 A CONCRETE SUBSTRATE Expiration Date 07/22/2025 VERTICAL TICAL SECTION By WOOD SUBSTRATE Miami-Dade Product Control a a a #14 SHEET METAL o N 0 W SCREW/SELF—DRILLING SCREW 54 0 LO �-o 3/4" MIN. INSTALLATION ANCHOR L 00 EDGE DIST. METAL SUBSTRATE Uj 0 (TYP.) BY OTHERS v = m of w = p (SEE NOTE 2, SHT. 1) - Y" m EXTERIOR FINISH U 00 z Y p o BY OTHERS ~ o a a ~ " p w 2 w o H z Z N 3 THREADS MIN. a o 0 0" 0 " o EMBEDMENT BEYOND o �a LU INTERIOR WALL 1/4" MAX. wUj SHIM SPACE J Y w PERIMETER CAULK J U) M BY OTHERS �p DO o C 0D CD 0 LL INSTALLATION NOTES: z Oz z [ O f� O Z n U 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: C� a W ILJr 1.1. WOOD FRAMING, a Q o ° co ANCHOR—TO—SUBSTRATE 1.2. STEEL STUD FRAMING, Q _Q ❑ EDGE DISTANCES ARE 1.3. ALUMINUM FRAMING,AND Ci J 2 00 TYPICAL AND 1.4. CONCRETE AND/OR MASONRY. z O � z m U� MEASURED TO BOTH — _ z 06 m m 1­7 J SIDES OF SUBSTRATE 2. 2X WOOD FRAMING, 1X OR 2X WOOD BUCK, METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE w z w Z DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND a Q Q < W CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. V � 2 Oz O 0 (0 �of WINDOW 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED, INSTALLATION ANCHORS WILL w U 0 zDQ �U roE HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED, 1X W O U O Q J °M BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS W o w QM o LO N EXTERIOR THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DISSIMILAR MATERIALS MUST BE CD z Q °u_ z INTERIOR N SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE > C g o RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LO o cn V5 � a v m ❑ ' - Lo 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" cq U a r-r OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". E Q a N 8 a ❑ ❑ Ujw a 0N LL m 5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH Uj 2 Ca 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. Robert J.Amoruso,P.E. 1/4" MAX. ANCHOR LOCATIONS HAVE+/- 1"TOLERANCE. Florida P.E.No.49752 Q o q SHIM SPACE 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: `��� ��AMES +� ��i� PERIMETER CAULK O O OO 6.1. #12 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM ��•�{t�;.��GE NSF BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR !`���- N0 d9 52 . ps.00 SPACING OF 2"ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ?*�1 y :*IM ANCHOR LOCATIONS HAVE+/- 1"TOLERANCE. =_ 1�VI;_J�►fl s 6.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM �Q STATE ❑ EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR k .,. . SPACING OF 2"ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ��iltit`�+'C Q R►, •' ANCHOR LOCATIONS HAVE+/- 1"TOLERANCE. EXTERIOR FINISH 3/4" MIN. 3 THREADS MIN. 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS BY OTHERS EDGE DIST. EMBEDMENT BEYOND (SMS)WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL (TYP.) 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" METAL SUBSTRATE TOLERANCE. SCREW/SELF—DRILLING SCREW BY OTHERS INSTALLATION ANCHOR 54 (SEE NOTE 2, SHT. 1) 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. PRODUCT REVISED L SECTION 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH as complying with the Florida )_�MW!AASTM E2112. NOA BuildNo.cod20-1103.09 UBSTRATE Expiration Date 07/22/2025 By - Miami-Dade Product Control ¢ ¢ ¢ 2X WOOD 1/4" MAX. o N w SHIM SPACE N 00 o FRAME BY OTHERS 1/4" MAX. SHIM SPACE o ( ) SHIM AS REQUIRED 1 1/2" MIN. EMBEDMENT - CONCRETE SEE NOTE 2, SHT. 1 INTERIOR CD w 1" MIN. EMBEDMENT - MASONRY o U 0 aw of U #14 WS: 1 1/2" MIN. EMBEDMENT 53 1/4" ITW TAPCON INSTALLATION ANCHOR 0 0 O C)0 LL m 0 #12 WS: 1 3/8" MIN. EMBEDMENT w O N Z 0 � O Q I H � a 0 W W p �i d ¢ 0 z# a „ o 12 OR 14 WOOD SCREW o a Q 1 1/2"" MIN. EDGE DISTANCE - CONC. a o LU >a a # # 52 a Q 2" MIN. EDGE DISTANCE MASONRY w LU INSTALLATION ANCHOR l > J Y Of CONCRETE OR MASONRY #14 WS: 1" MIN. EDGE DIST. o� �o Q BY OTHERSLU #12 WS: 7/8" MIN. EDGE DIST. q a Q Q (SEE NOTE 2, SHT. 1) Of rn Co 0 0 Q 00 5 W Q PROPERLY SECURED 1 X z v ° I 00 PROPERLY SECURED 1X ❑ ❑ Q WOOD BUCK BY OTHERS ¢ z WOOD BUCK BY OTHERS O O (SEE NOTE 3, SHT. 1) z LU a 3 W (SEE NOTE 2, SHT. 1) �a ❑ d� Q aWo WOOD BUCK PROTECTION BY Q J� SHEATHING EXTERIOR OTHERS (SEE NOTE 3, SHEET 1) Lo J COco BY OTHERS Z 0 z U m J EXTERIOR FINISH = > U m onEXTERIOR FINISH PERIMETER CAULK PERIMETER CAULK BY OTHERS N� z w z BY OTHERS BY OTHERS BY OTHERS } o o N of VERTICAL SECTION W U v °z L)N E C WOOD SUBSTRATE ANCHOR-TO-SUBSTRATE D VERTICAL SECTION W o � o Cn Cn J N 010 EDGE DISTANCES ARE CONCRETE/MASONRY o g ¢ o N TYPICAL AND SUBSTRATE o z 1 ° MEASURED TO BOTH > 4 C az o o a M° 1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE ,;:I-of I� o -o INTERIOR SHIM AS REQUIRED LO Z =J (q0 aroma w_U o�oW U'N CO m #14 SHEET METAL o a m M LL 54 SCREW/SELF-DRILLING SCREW INSTALLATION ANCHOR o Robert J.Amoruso,P.E. Florida P.E.No.49752 Q0 3/4" MIN. %TA4118111 ►• � LOWER SASH JAMBS ' �' EDGE DIST. (TYP.) SHOWN. SIMILAR ��•``� `,�-�cM�s ��G+.� • INSTALLATION FOR O 49 52 ' Pp 3 THREADS MIN. UPPER FIXED LITE JAMBS. EMBEDMENT BEYOND INTERIOR WALL Z. p• STATE ❑ .�: ►d'� { 1ll�i METAL SUBSTRATE BY OTHERS ++.��`•'•�QFf!��'bti�.'� ❑ ❑ (SEE NOTE 2, SHT. 1) !••bi'/ONA� d�O EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY OTHERS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1103.09 E VERTICAL SECTION Expiration Date07/22/2025 METALSUBSTRATE By Miami-Dade Product Control MAIN FRAME SASH STOP FRAME O WHITE RIGID PVC O COVER POCKET COVER © POCKET COVER POCKET INSERT � 0 co 2 Of TYP. WALL TICKNESS 0.070" WHITE RIGID PVC WHITE RIGID PVC ® WHITE RIGID PVC 0 N WHITE RIGID PVC N �° -4.170" TYP. WALL THICKNESS 0.070" TYP. WALL THICKNESS 0.070" TYP. WALL THICKNESS 0.070" TYP. WALL L Co0 THICKNESS 0.070" w a0.315" 1.078 1.078 o o c~o M Z 2.730" o E " � 0 0DaO 0.565 w o s 0 a 1.400" Of . - � z w o o 0 o "1.1z3 O oo" 1.635" COp a 3.250" w r J Y w GLAZING BEAD STOP GLAZING BEAD STOP IMPOST MULLION/FIXED SASH FRAME GLAZING BEAD STOP/SASH FIXED LITE HEAD AND IAMBS FIXED LITE MEETING RAIL MEETING RAIL ® O WHITE RIGID PVC 5� WHITE RIGID PVC © WHITE RIGID PVC O WHITE RIGID PVC TYP. WALL TICKNESS 0.055" �, WHITE RIGID PVC TYP. WALL THICKNESS 0.070" LL TYP. WALL TICKNESS 0.070" TYP. WALL TICKNESS 0.060" TYP. WALL THICKNESS 0.066" o o z � 0 L9 Z 1.031 0.891" 0 w Q W 1.031 a Z o o 173., 1.656" n az.asa o 1.000" 0.329" }Lo U LQ Q = � J 0.747 Z Z U) on> J o.7a7 2.211-� 1.530" � Q N w a a Z } w 00 (0 of _0- GLAZING LIFTRAIL HANDLE INTERLOCK COVER HURRICANE W 0 0 0 N 1 0 1 1 SASH COVER 41 TILT LATCH W o X aM 0 WHITE RIGID PVC WHITE RIGID PVC 12LO TYP. WALL THICKNESS 0.055" TYP. WALL THICKNESS 0.075" WHITE RIGID PVC STEEL - ZINC COATED o z �6 Z TYP. WALL TICKNESS 0.065 N > C o�� 0.306" u7 I 3 0 o o �.�a 0.953" 0.914" 0.697" �, ° 0.298 �© 1.722" 0.176" 0.323" 0 M LU a -� 1.352 0.345" U a o N CO M 1.121" 0.205" 00 a 0.377" 0.709" 0.166"� Robert J.Amoruso,P.E. Florida P.E.No.49752 1.906" 2.260" ..........E� '�D,p�•r 5.622" `.HQ, \�N !c'•.Gc!' �: •�. Pin 49 52 'iP 0.669" 1 O 0.803" 1.067" 0 70 jrREINFORCEMENT REINFORCEMENT � 5TATE`$ :��► O STEEL O STEEL 1.012" � 0.709" '•,��* .k IQR koe;b,•r�.- TYP. WALL TYP. WALL �IAL�e.+►`` ►rilnuI %,t THICKNESS 0.06" THICKNESS 0.05" 0.157 0.544" 0.437"(TYP) 0.434" 0.730" ��� �~0.280"(TYP) f► ►� 0.730" �►�0.935" PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1103.09 Expiration Date 07/22/2025 By Miami-Dade Product Control Series 5405 XO Horizontal Slider/Bill of Material Item No. Description I Part Numbers ISupplier I Material or Note o 0 Frame Components o N U N � 00 p 1 Master Frame IV White 1060 17780 Energi/Royal White PVC(2) o_ o 2 Sash Stop Fame Cover Head IV White 107017736 Energi/Royal White PVC(2) LO 3A Pocket Cover IV White 1073/7724 Energi/Royal White PVC(2) — 1/2" GLASS BITE N U cD 3B Pocket Cover IV White 1776/7739 Energi/Royal White PVC(2) M CO o� M U 4 Pocket Insert IV White 1079/7737 Energi/Royal White PVC(2) 1 O 7/8" O.A. LAMINATED GLASS I' o L)o CD LL m Z 5 Glazing Bead Fixed Section IV White 1103/7726 Energi/Royal White PVC(2) O CONSISTING OF: EXTERIOR w O0 o Z a O0 a 6 GlazingBead Fixed Section IV White 1080/7753 Energi/Royal White PVC 2 INTERIOR O w v w 2 w o FF 7 Impost Mullion Fixed Section IV White 1063/7735 Energi/Royal White PVC(2) / LAMINATED GLASS - (2) NOMINAL 1/8" a Q p Z 9 Q o 8 Sash Frame(Operating Sash) IV White 1282/7750 Energi/Royal White PVC(2) ZL �� a F- w o a o 9 Glazing Bead Stop(Operating Sash)/Vents IV White 1067/7745 Energi/Royal White PVC(2) 1 `� ANNEALED GLASS W/ 0.090 o W a w 10 Glazing Liftrail Handle(Operating Sash)/Vent IV White 1068/7747 Energi/Royal White PVC(2) KU RARAY AMERICA INC. TROS I FOL 11 Interlock Cover(Operating Sash)/Vent IV White 1180/7727 Energi/Royal White PVC(2 INTERLAYER, 7/16" AIRSPACE W/ Y 12 Sash Cover(Operating Sash)/Vent IV White 1078/7725 Energi/Royal White PVC(2) ❑ Reinforcement STAINLESS STEEL SPACER (TYPE 5� 13 Operating Sash/Reinforcement ST-226-144-0.052 Hygrade Metals .06"Galv.(1) SS-D), INTERIOR 1/8" TEMPERED 14 Impost Mullion(Fixed Meeting Rail)Reinforcement ST-888-168-0.062 Hygrade Metals .05"Galy.(1) o 15 1#6 x 5/8"Tek/Reinforcement Fastener 1117595 GLF Corporation \ GLASS o 00 LL Weatherstripping 15 // Z d J O 16 .210 x.300 Fin Seal Pocket Cover /1073/7724 W23303NW0000 Ultra-Fab z � o GLAZING DETAIL 1 16 .210 x.300 Fin Seal Pocket Cover 11073/7724 W23303NW0000 Ultra-Fab EXTERIOR J w a w 16 .210 x.300 Fin Seal Impost Mullion /1063/7735 W23303NW0000 Ultra-Fab OPERATING SASH JAMB SHOWN. Z o o N 17 .187 x.300 Fin Seal Interlock Cover 1118017727 W23301 NW0000 Ultra-Fab o_uw 4 Q 17 .187 x.300 Fin Seal Interlock Cover(Top/Blocks)/1180/7727 W23301 NW0000 Ultra-Fab 8 SAME AT HEAD AND SILL. w o Lo o 17 .187 x.300 Fin Seal Sash Frame /1282/7750/Energi W23301 NW0000 Ultra-Fab U 2 0`0 J Z 17 1.187 x.300 Fin Seal Sash Frame 11282/7750/Exterior Top W23301 NW0000 Ultra-Fab a O ram! } m W Z 18 .210 x.220 Fin Seal Sash Frame /1282/7750/Exterior Base W23223NW0000 Ultra-Fab to= Q m 19 1.270 x.220 Fin Seal Sash Frame /Single Leg Screen Frame W112257W0000 Ultra-Fab J Q N a a Glazing d U W O 05 � 6) it 20 Wet Glaze(Operating Sash)/(Fixed Section) 552 Sikaflex Black Sika US Z U) X Q 21 E366 2.7mm/0.9.0 PVB Interlayer IG Hurricane Laminate Impact Cardinal W 0- 0 q 22 Glass Setting Blocks Fixed Base 2NB-8K-0.125-032-064 Frank Lowe — 4 0 VO p w _j LO o L0 23 Glass Setting Blocks Sash Base 2NB-8K-0.125-028-028 Frank Lowe // \\ W o ~ w Q nM o N 24 ENDUR IG with XL Edge SS Spacer(SS-D TYPE) -- Cardinal Stainless Steel / C) o u- 6 o Screen Components(not all components ID'ed in section views) 5 INTERIOR N O -6 aZ � 0 25 Single Leg Frame New White 06516NEW192 Shapes Unlimited �w N 3 0 26 Double Leg Frame New White 06515NEW192 Shapes Unlimited �m o o c`o CO 27 Tension Springs 2584 Adept 20 a 28 Fiberglass Screen Cloth Charcoal/28"x 600' 3002606 Phifer 1 w o�d 29 Screen Spline(H/W) EX-FLX-0166-BK Imperial Plastic USA CL C a w m 30 Aluminum Corner Keys CK252X260 Hygrade Metals / 1 /2" GLASS BITE U a i;M" 31 Screen Clip Clear H-3150 CO Product Design w Misc.Components,Hardware and Hardware Fasteners(not all components ID'ed in section views) EXTERIOR ~ o 32 Weep Hole Cover White H-808WHZ Product Design \ / 33 Stainless Steel Ball Bearing Rollers WR03-R3 Product Design / Robert J. o,P.E. Florida P..E.E.N No.o.49752 34 Black Glazing Tape 1/8 x 318 x 85'(Fixed Section) VEN-VG-1208B Industrial Sales 35 Interlock Cover(Operating Sash)I Vent HH-66 Vinyl Cement RH Products 36 Liftrail End Caps White 00166-CO01 S.I.L.Plastic 7/8 O.A. LAMINATED GLASS ',�,�,�•�AMES;4��,�� 24 �. �GENS•• 9 37 Stainless Steel Staples 3/8 x 1/2 Sash BEA 80/10 Smith Staple CONSISTING OF: EXTERIOR ��0�;••�. E'•••GJ,��� 38 PP12-18P50-9/16X13/8X3 Foam Block W0511022 Lindenmeyr LAMINATED GLASS - (2) NOMINAL =�' 0 49 52 :o: 39 Hurricane GadeSpring CS025 James Spring Wire 1/8" ANNEALED GLASS W/ 0090" , •* r 40 Accessory . Parts Installation Translucent 02-MX0150010C2 Novagard Silicones =-p• '2ciiC� 41 Hurricane Tilt Latch 1057A-003-EW Vision Industries — KURARAY AMERICA INC. per;• STATE :mow 42 Safe Seal Lock 3220SS-003-EW Vision Industries TROSIFOL INTERLAYER, 7/16" � P`•�'`' 43 Safe Seal Keeper ries 44 #818x0.50FlatWaferShoulder/Sash/Hurricane Latch 1 003-EW 37341 Co rporatioVision n AIRSPACE W/ STAINLESS STEEL 'Oyr'/OyA���;++�+ 45 #8 x 1 1/4"Tek White/Locks 120376 GLF Corporation SPACER (TYPE SS-D), INTERIOR 46 #6 x 1"Tek White/Keepers 116821 GLF Corporation 1/8" TEMPERED GLASS 47 #6 x 1 1/4"Tek White/Impost Mullion Rebar 156180 GLF Corporation 48 #8 x 31/2"Phil Pan HD SMS Salt Spray/Impost Mullion 120913 GLF Corporation 49 #0625 x 0.194 Washer/Impost Mullion 145030 GLF Corporation 50 #5 x 3/8"Tek/Screen Clips White 116506 GLF Corporation GLAZING DETAIL 2 51 CAM Type Sweep Lock 3220SS-003-EW Truth Hardware 52 Face Mounted Keeper --- Truth Hardware Steel Installation Fasteners FIXED LITE HEAD SHOWN. SAME PRODUCT REVISED 52 #12 OR#14 WOOD SCREW n/a n/a B Steel AT SILL AND JAMBS. com9 lying with the Florida uildin Code 53 1/4"ADVANCED THREADFORM TAPCON n/a ITW Steel NOA-No. 20-1103.09 54 #14 SHEET METAL OR SELF-DRILLING SCREW n/a n/a Steel Expiration Date 07/22/2025 (1)Hygrade Metals Specification:AISI 1005 to 1010,CS Type A and B,30 ksi to 50 ksi Yield Strength,G40 Galvanized By fr/ Miami-Dade Product Control (2)EN ERG I FENESTRATION SOLUTIONS USA,INC.,PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE(NOA).