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HomeMy WebLinkAboutHORIZONTAL ROLLER_2PNL_20-1103.09 MIAMI- MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 3 3 1 75-24 7 4 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.miamidade.govlbuilding Regency PIus,Inc. 2000 Locust Gap Highway 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 Slidins 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 01112/09,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-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. J NOA No.20-1103.09£ �r Expiration Date: July 22,2025 01/21/2021 Approval Date: January 21,2021 Page 1 Reuncy 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. 08-121012) 2. Drawing No. RPLS0063, titled"Impact Series 5405 Horizontal Slider Window", sheets 1 through 6 of b, dated 11/26/08, with revision J dated 01108118, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under NOA No. 18-012212) 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 b)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 51h Edition (2014), dated 03/31/15, with revision dated 09101/15, and updated to the FBC 61h Edition (2017)with revision 1 dated 04/29/20, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Arnoruso,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. Z1__;� Sifang Zhao,P.E. Prod N0A No.20-1103.09 Expiration Date: July 22,2025 Approval Date: January 21,2021 E-1 Reuncy Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC 6" 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 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.I., approved on 07/02/20 and expiring on 07/22/25. Sifang Zhao,P.E. NOA No.20-11D3.09 Expiration Date: July 22,2025 Approval Date: January 21 2021 E-2 Q Q Q } REGENCY PLUS, INC. 4 W SERIES 5405 VINYL XO—OX HORIZONTAL SLIDING WINDOW Q a ca W LARGE MISSILE IMPACT T m 'z T U F °o � m z w oN z o " F ¢ F t`LU a INSTALLATION ANCHORAGE DETAILS a. ~ 0 z� N NOTES: a ? o ?¢ Q W Lu 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). a w ff 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 I BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE (0 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 0 o U_ MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. z N z a ❑ of r 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201.TAS 202 AND TAS 203.SEE TEST REPORT NO. NCTL-1 1 0-22 724-1,DATED 04/27/20 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK, PA,SIGNED AND SEALED BY HAROLD RUPP, FLORIDA P.E.VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO. 19-0312, z o o N 5. MATERIAL: 2 5A. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA. 6 = 0 5.2. REINFORCEMENT: �_ {' r• m Vi 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 = < Z m CO F 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 0- C fn w 5.2.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA. _j 0 0 T 6. GLAZING U) EE x z 6.1. GLAZING DETAIL AS TESTED: W 0 Q O o E 6.1.1. OVERALL:718"NOMINAL INSULATING LAMINATED GLASS_ L0 0 6 �� 8 6-1-2- o. GLASS THICKNESS:(1)LITE OF 118"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. X J a`N o n J 6 &1.3. LAMINATED LITE:(2)LITES OF 118"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA, INC. C) z °' 6.1.4_ SPACER TYPEISIZE_7116"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). @1 a &1.5. GLAZING SYSTEM: INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKA FLEX 44552"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. GASKETto CO o MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. uJ ui 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. p� LU V u7 m U) 11 N UL 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. p 0 In a 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". _ 9. FOR ANCHORING INTO CONCRETE/MASONRY USE 1I4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 112"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT Florida Na.Robert J.P.E.E No. o,P.E. 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+1-1"TOLERANCE- t ►►iAMES y�ib 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: `ti�Q.�.•;CE� p,A+•�� 10.1. #12 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3I8"MINIMUM EMBEDMENT INTO SUBSTRATE TABLE OF CONTENTS :air -'';Gs'� WITH 718"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS Q: No 49 52 :D 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 1I2"MINIMUM EMBEDMENT INTO SUBSTRATE 70 WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS 1 NOTES �� STAT£ SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-1"TOLERANCE. ■�+.,p ;�4 0 R'OPQ`2'�. 2 ELEVATION AND ANCHOR LAYOUT{WS AND CS SCREWS} 11. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS(SMS)WITH SUFFICIENT ,�ISi�QtjA��.a►t�` 3 ELEVATION AND ANCHOR LAYOUT{SMSITAPPINGlSELF-DRILLING SCREWS) r8rttttit►► LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM EDGE DISTANCE AN MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATkONS AND INSTALLATION 4 VERTICAL SECTIONS -COMPONENT ID DETAILS.ANCHOR LOCATIONS HAVE+1-1"TOLERANCE. 5 HORIZONTAL SECTIONS-COMPONENT I❑ & FRAME CORNER CONSTRUCTION 12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING 6 VERTICAL SECTIONS-WOOD AND CONCRETE/MASONRY SUBSTRATE ANCHORAGE 13, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 7 VERTICAL SECTIONS- METAL SUBSTRATE ANCHORAGE &INSTALLATION NOTES INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: HORIZONTAL SECTIONS-WOOD, CONCRETE/MASONRY& METAL SUBSTRATE PRODUCT REVISED 13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0,55(HVHZ) 8 ANCHORAGE as co plying with the Florida 13.2, CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI NDA-No. 20-1103.09 13.3, MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 9 COMPONENTS Expiration Rate 07/22120 2 5 13.4, METAL SUBSTRATE:STEEL 18GA(0.0428"),Fy=33KSI 1 Fu=45 KS OR ALUMINUM 6063-T5 0,048"THICK MINIMUM. 13AA- STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 10 BILL OF MATERIALS&GLAZING DETAILS By Miami--Dade Product Control F MAX. SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW FRAME N w EIGHT 74 WIDTH INSTALLATION INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING co �, r co so" SASH 32„ 33" SCREWS) OR CONCRETE/MASONRY SUBSTRATE LL o� F HEIGHT cc O.L.O. WIDTH D.L.O. WIDTH!~ m = m z 56 4' D.L.O. A e' B �,Z" D.L.o. (CONCRETE SCREWS) W a o ¢Uj O ° HEIGHT 4 4 4 HEIGHT ° � " W � o Q a p Q C,4 o as ❑ ❑ �a � w W u, se J CD 0 Meeting Rail o LL C D �E1 z_v r z E o 5 5 ' DETAIL 1 4"G.C. TYP. a [SEE SHEET 5} z¢ cc d W go Iwo, ¢ �nn W ❑ O 4" Q.C. TYP. 11 ,E G.C. TYP. LO z � D .. CO 6 Q.C. TYP. A N= z�- m m 6 -jaaQ_j < Wz W 0Q o w a A B z � = xU 4 4 4 3"TYP. LU o �? Oz o¢ u,� o W J J^ " 351" SASH � �� �� Ixo � �z a� oN WIDTH N z< SERIES 5405 VINYL XO-OX TYP. �< ,o 0 o HORIZONTAL SLIDING WINDOW X Q J_ -9F76 EXTERIOR VIEW tc�pp W v WEEP HOLES: 8 0.,C 1. 0.25" WIDE BY 0.25" HIGH LOCATED EACH END OF THE BOTTOM RAIL $ 10 $ � b 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 FlordaP.E.No.49752 4. 1" WIDE BY 0.25" HIGH LOCATED 1.25" FROM EACH END OF THE EXTERIOR SILL SWE S r*-1►y TRACK �• 4� 4a •, 5. 1.25" WIDE BY 0.25" WITH PLASTIC WEEP FLAP LOCATED 3" FROM EACH END OF gNV F Q°r• No as sx �o THE EXTERIOR SILL FACE SERIES 5405 VINYL XO-OX HORIZONTAL �'SLIDING WINDOW " � 6. 2.5" WIDE BY 0.375" HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK S.P STATE EXTERIOR VIEW-ANCHORAGE �0fi'•-'� 7. 0.25 DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE '-.,� ........... WOOD AND CONCRETE/MASONRY SUBSTRATES 'bsS► -��,+�` '■,lots Is IH1", 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. +55.0I_55.0 IMPACT 3.1. TAPCON MINIMUM SPACING IS 4" OC. 3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 4" OC. as omuyiT REVISED as complying with the Florida Building Code HOA-No. 20-1103.09 Expiration Date 07122J2025 By Miami-Dade Product Control CD OD w CN FRAM SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW Q o 74 MAX. FRAME o HEIGHT WIDTH INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR W o 60" SASH � cc LL o F � HEIGHT 32" 33" SELF-DRILLING SCREW) 1 O M0 � m _ Q� O u_ LU Q a ti a D.L.Q. WIDTH D.L.Q. WIDTH ❑ LU LU U 564D.L.0. 57 "kD.L.O. z w a ¢ w owa HEIGHT HEIGHT ? w W u, J Y w Meeting Rail o_ lL zN r z a O �p � � m C x D O E 4" D.C. TYP. O z d W 5 5 5 DETAIL 1 4" O.C. TYP. z< o a N SEE SHEET 5) 2" Q.C. TYP. 6" O.C. TYP. ¢ 2" O.C. TYP. 0 _ Co 11 Z" O.C. TYP. 4"O.C. TYP. 11 �" O.C. N-1 ¢ o� m z T 6" O.C. TYP. � � TYP. a � ZD xU A B B 000 o¢ u o� LU J U 4 4 4 3"TYP. Ix Jo �z o r¢ o LL P o 35 z' SASH j z a WIDTH vO a' ¢ Lo> ,OJT SERIES 5405 VINYL XO-OX U)J $ -U HORIZONTAL SLIDING WINDOW x O W a o 0- w vnC°m WEEP HOLES: EXTERIOR VIEW 14 444 D.C. TYP. °a E 1. 0.25" WIDE BY 0.25" HIGH LOCATED EACH END OF THE BOTTOM RAIL 8 $ Rob ertJ.Amoru so,P.E. 2. 0.180" DIAMETER LOCATED 1" AND 1.5" FROM EACH END OF THE BOTTOM RAIL F Ion daP.E.No.49752 n » ,11pj1llI Refit l 3. 0.875 WIDE BY 0.375 HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK %i DAMES I�rrtiy 4. 1" WIDE BY 0.25" HIGH LOCATED 1.25" FROM EACH END OF THE EXTERIOR SILL E"'s��;�o■■• TRACK =Q No 4s s2 o 5. 1.25" WIDE BY 0.25" WITH PLASTIC WEEP FLAP LOCATED 3" FROM EACH END OF 7SERIES 5405 VINYL XO-OX HORIZONTAL THE EXTERIOR SILL FACE SLIDING WINDOW 6. 2.5" WIDE BY 0.375" HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK ■.�•: p:�'�•' EXTERIOR VIEW-ANCHORAGE r■�r�%s�QNAL��b���. 7. 0.25" DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE 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- 1" TOLERANCE ON ANCHOR LOCATION. +55.0I-55'0 IMPACT 3.1. SMS, TAPPING SELF-DRILLING SCREWS MINIMUM PRODUCT REVISED SPACING IS 2" OC. as complying with the Florida Building Code NUa-No. 20-1103.09 Expiration Date 07122/2025 By - Miarnl-Oade product Control Cl N ! 00 W N 00 Q r r O c r VERTICAL SECTION BVERTICAL SECTION B , VERTICAL SECTION = LL _ A HEAD - COMPONENT ID HEAD - COMPONENT ID HEAD - COMPONENT ID W a o ¢0 o LL m o LU W Q F. Q Q ❑ z Kt,r_ ¢ CV 0 17 ❑ _ o ❑ o d 1 17 1 � o �a � w 1l w W 0 41 4 =00 4 _j se Q� 41 O 41 O d d o o_ 8 8 _ Uj 0 z r z a O 1 13 13 0 1 `� Q p D �9 d 1� zz o N Dr z 3B 16 5 g 5 41 9 ti = ZN0 20 I I 20 2 1` 2 m ui r zp } m F J 26 20 21 I I 21 20 a s ❑� z W z J SEE GLAZING SEE GLAZING 21 SEE GLAZING w o z y a 21 SEE GLAZING DETAIL 2, DETAIL 2, DETAIL 1 , z = x°—° DETAIL 1 , SHEET 10 SHEET 10 SHEET 10 W 0 v 0 w �,N E SHEET 10 W � ,� °WIX JN EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR C � ZO � LL° 21 21 a� , o 23 =J� r 26 20 23 21 21 20 9 W aN� 22 20 5 22 20 5 vWi 0.0 m 13 g 13 w 0° 3B a 16 45 17 15 Robert J.Amoru so,P.E. Florida P.E.No.49752 1 16 16 16 ����suitirpr*s 8 Q RX q o $ 0 18 1 18 0 33 kS =I STATE 17 18 3A 3A $ 3A A VERTICAL SECTION VERTICAL SECTION B ' VERTICAL SECTION SILL - COMPONENT ID SILL - COMPONENT ID SILL - COMPONENT ID PRODUCT REVISED as complying with the Florida Building Code NOA-No. 29-1103.09 Expiration Date07/2212025 By - Miami-Dade Product Control SEE GLAZING DETAIL 1 , o LO SHEET 10 13 �� INTERIOR Q �12 16 15 13 11 0 Cp INTERIOR 10 7 1 n LL P m 51 � U LL d N a s ❑ � F W F p Q W H a I� O LU Fr C Z W F' CV N Q Q ❑ �i ¢ " Wo a o d d El © D j a D W 3A 52 w � OD � � �0❑ J x � � J 7 [) r� p 0 ❑ LL 17 15 16 17 20 ❑ z a N z a W � � Ln W a ❑ Ela 21 r•� n LE o N 38 SEE GLAZING 4 o o 1 13 14 15 DETAIL 2, co z 25 SHEET 10 2 r aW mm EXTERIOR EXTERIOR -j < aEn- < W EXTERIOR =J ¢ d c ¢ S W d� o w a 19 W D Q DO ^o HORIZONTAL HORIZONTAL HORIZONTAL W co " o z °0 W J X Z J^ "s iK O 2i J 0 acNS o N SECTION SECTION SECTION N r~ °- O D E to� LL � o "3 W ca �z OPERABLE LITE MEETING RAIL FIXED LITE N 0 �¢ Coco JAMB S - COMPONENT ID JAMBS - COMPONENT ID JAMB S - COMPONENT ID U)o $Ld W W L L,m LU U n U7 D 0. lLL W = O r d Robert J.Amoruso,P.E. Florida P.E.No.49752 ]AMES rrrrti +'@ No 49 52 :0 3A ' - STATE 3B DETAIL 1 PRODUCT REVISED as complying with the Florida MASTER FRAME CONSTRUCTION NOA-ding OA-Ho. 20-11 d3.09 Expiration Date07l2212025 (SASH FRAME SIMILAR) By Miami-Dade Product Control ¢ ¢ ¢ PROPERLY SECURED 1 X �� 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 52 PROPERLY SECURED 1 X N oo w WOOD BUCK BY OTHERS INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS o N L o (SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) r WOOD BUCK PROTECTION BY 1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. o EDGE DIST. 12 WS: 7 8" MIN. EDGE DIST. 2X WOOD c� ¢W OTHERS (SEE NOTE 3, SHEET 1} # / BY OTHERS n °w° o m SHEATHING (SEE NOTE 2, SHT. 1) v p N a O p o CONCRETE BY OTHERS � w a „ 1 1/2" MIN. BY OTHERS w (SEE NOTE 2, SHT. 1} :" o vim. EMBEDMENT C a Z ¢ N w EXTERIOR FINISH #14 WS: 1 1/2" MIN. EMBEDMENT o a ° 1/4" MAX. BY OTHERS o ? w �� #12 WS: 1 3/8" MIN. EMBEDMENT SHIM SPACE ti� w EXTERIOR FINISH k 'z 1/4" MAX. x BY OTHERS SHIM SPACE PERIMETER CAULK Q ua BY OTHERS E 3d PERIMETER CAULK ¢ o o BY OTHERS p �� O[�0LL o d z r ? w co � � a p �LLJ¢ < dW ZF- ° ° N n N� 0 � �m rri r m F J fn ¢ p m Z J ¢ a Lj U U) tZ' X In n INTERIOR WINDOW 0 0 U o w WINDOW EXTERIOR INTERIOR EXTERIOR LU z ¢ 0 $ HEIGHT w - HEIGHT rx o J w o N 3 � rW O LL V O Z 0 C7 z too v Q�oS p V w C ❑ o tin❑ �J ANCHOR—TO—SUBSTRATE cnz $n�0 w¢ �d a`ornui EDGE DISTANCES ARE w 0v m N ❑ 6 L N MEASURED ❑ 0.a n SIDES OF SUBSTRATE Robert J.Amoruso,P-E- Florida P.E.No.49752 a o `.%*i ]pMES 4 r!Z0, PERIMETER CAULK �� +�i�Q',��►OElvg4c.,��G■■. BY OTHERS 1/4" MAX. 1/4" MAX, @�,•' No 49 52 :t!►0■: F SHIM SPACE PERIMETER SHIM SPACE CAULK EXTERIOR FINISH .: " �_* �' ` BY OTHERS %'4, ,. #14 WS: 1 1/2" MIN. EMBEDMENT STAVE BY OTHERS CONCRETE BY OTHERS-.... 4 1 1/2" MIN. #12 WS: 1 3/8" MIN. EMBEDMENT '■■'.cs��p R��P�.ti�,�■ (SEE NOTE 2, SHT. 1) EMBEDMENT ; ' 4■E�QNA� ,■•` EXTERIOR FINISH BY OTHERS PROPERLY SECURED 1 X WOOD BUCK BY OTHERS 2X WOOD {SEE NOTE 3, SHT. 1} SHEATHING 8Y OTHERS BY OTHERS WOOD BUCK PROTECTION 1/4" ITV TAPCON 53 E 'EDGE ❑ST. #14 WS: 1" MIN. EDGE DIST. (SEE NOTE 2, SHT. 1) BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR # SHEET 1 #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1 X PRODUCT REVISED WOOD BUCK BY OTHERS #12 OR #14 WOOD SCREW as complying with the Florida Building A VERTICAL SECTION INSTALLATION ANCHOR 52 (SEE NOTE 2, SHT. 1) NOA-Alo.Cod 20-1103.09 CQh'CRE'['E.SLfBS'[RATE Expiratlan uate07IZ2I2Q25 VERTICAL TICAL SECTION By = WOOD SUBSTRATE E Miami-Dade Product Control #14 SHEET METAL N OD w SCREW/SELF—DRILLING SCREW 54 N L o 3/4" MIN. INSTALLATION ANCHOR r co EDGE DIST. METAL SUBSTRATE o W (TYP.) BY OTHERS LL o F v (SEE NOTE 2, SHT. 1} -- =O � m EXTERIOR FINISH ❑ ❑ o 0°r ❑ 'L o BY OTHERS }' oCN ul 3:� w o 3 THREADS MIN. ¢ ❑ 6 o Q a ° EMBEDMENT BEYOND 0. 0 >a a �, w INTERIOR WALL 1/4" MAX. w SHIM SPACE PERIMETER CAULK J �, BY OTHERS �]q �D � s° 90 0 N (/] tL d d INSTALLATION NOTES: z r z E n 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: cc [7 d W I f u u 1.1. WOOD FRAMING, A N LLLJJJ �] ANCHOR-TO-SUBSTRATE 12_ STEEL STUD FRAMING, ¢ IJ EDGE DISTANCES ARE 1.3. ALUMINUM FRAMING,AND V Z `U)� TYPICAL AND 1.4, CONCRETE AND/OR MASONRY. �E� m of MEASURED TO BOTH 1: z� m m � J SIDES OF SUBSTRATE 2• 2X WOOD FRAMING, I OR 2X WOOD BUCK, METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE J ¢ a E ¢z 7 DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND _j < o w a CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. WINDOW 3• 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED, INSTALLATION ANCHORS WILL LLi 0 PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED, 1X 0 U O Z 2 ° HEIGHT ul � ¢ - BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS IX o �W a o N EXTERIOR INTERIOR THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DISSIMILAR MATERIALS MUST BE ~4 ° -Z SEPARATED WITH APPROVED COATING OR MEMBRANE_SELECTION OF COATING OR MEMBRANE IS THE CNj RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. v m G._ ❑ o 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" u) 2 � -U OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 Q a`N W D LU U� m 5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH ° m° n n TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1" F a IL J5 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. Rob ertJ.Amoruso,P.E. 1/4" MAX. ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. Florida P.E.No.49752 o q SHIM SPACE Qp 6. FOR ANCHORING INTO WOOD FRAMING OR ZX BUCK USE ONE OF THE FOLLOWING: ,��ir� SAMES ,��4y� PERIMETER CAULK 6.1. #12 FLAT HEAD WOOD SCREWS[WS]WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM �t;Q;.�� El+l D,�e-.�■ BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR .'`@�; No 49 52 SPACING OF 2"ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. :: ANCHDR LOCATIONS HAVE+/- 1"TOLERANCE. IU,J� 6.2, #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM �'p'. STASEiO .w� EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING LOCATIONS 2"OCENTER. +LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR EXTERIOR FINISH 3/4" MIN. 3 THREADS MIN. T 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" SCREW/SELF—DRILLING SCREW METAL SUBSTRATE TOLERANCE. INSTALLATION ANCHOR 54 BY OTHERS (SEE NOTE 2, SHT. 1) 8, INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. PRODUCT REVISED 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH as complying with the Florida )_�MWTL SECTION building Code Ll BSTRATE ASTM E2112. NOA-No. 20-1103.09 Expiration Date07/22/2025 By - Miami-Dade Product Control 1/4" MAX. Cl FRAME BY OTHERSS SHIM SPACE o CD422 o (SEE NOTE 2, SHT. 1) 1/4" MAX. SHIM SPACE— (SEE 1/2" MIN. EMBEDMENT - CONCRETE co INTERIOR SHIM AS REQUIRED 1" MIN. EMBEDMENT - MASONRY o W N = cc �� = C) #14 WS: 1 1/2" MIN. EMBEDMENT 53 1 4" fTW TAPCON INSTALLATION ANCHOR r_ oO a d a ❑m m o cti � #12 W5: 1 3/8" MIN. EMBEDMENT p w <� W o Q Q ❑ z Q N o o O Q 1 1/2"" MIN. EDGE DISTANCE - CONC. a o �z a w #12 OR #14 WOOD SCREW 52 P Q 2" MIN. EDGE DISTANCE - MASONRY w INSTALLATION ANCHOR to x #14 WS: 1" MIN. EDGE DIST. OD Do Q Q � BYO ETHERS OR MASONRY Mi w 12 WS: 7 8" MIN. EDGE DIST. ( ) _ # / Q SEE NOTE 2, SHT. 1 �� � ..Q o Q pp Q PROPERLY SECURED IX z c� r z E PROPERLY SECURED 1X WOOD BUCK BY OTHERS } :; { . Q (SEE NOTE 3, SHT. 1} WOOD BUCK BY OTHERS 'f e` S ; �,.�•�, a T (SEE NOTE 2, SHT. 1) �d d� ' Q r a s N =_�:'' ' WOOD BUCK PROTECTION BY ¢ SHEATHING EXTERIOR '• ;'• OTHERS (SEE NOTE 3, SHEET 1} NN 8Y OTHERS 9 0 � N m EXTERIOR FINISH — = r zI m m � EXTERIOR FINISH PERIMETER CAULK PERIMETER CAULK BY OTHERS 0 a a o� W z BY OTHERS BY OTHERS BY OTHERS o Z o y a C VERTICAL SECTION o LU O o o woou SUBSTRATE ANCHOR-TO-SUBSTRATE D VERo I R AL tS so R I4N o N N a� 'L TYPICAL AND SiJRSTRATT: z c�LL �i MEASURED TO BOTH N 5; 1/4" MAX. SHIM SPADE SIDES OF SUBSTRATE INTERIOR SHIM AS REQUIRED rnp =,d U U aNma U n m #14 SHEET METAL (n0 a m 5)SCREW/SELF—DRILLING SCREW INSTALLATION ANCHOR a Robert J.Amoru so,P-E- F Ion da P.E.No.49752 Q0 3/4" MIN. � EDGE DIST. (TYP.) LOWER SASH JAMBS 0++1pMES 4!Z0, SHOWN. SIMILAR ,;l; .... , '. G•■r INSTALLATION FOR F Q°r No as 52 1.0 3 THREADS MIN. UPPER FIXED LITE JAMBS. EMBEDMENT BEYOND INTERIOR WALL 00% STATE' METAL SUBSTRATE BY OTHERS �r.,�.......... ........ (SEE NOTE 2, SHT. 1) �'�ss�QNA�, �►++++ d EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY OTHERS PRODUCT REVISED as complying with the Florida Building Dade HOA-No. 20-1103.09 E )_�MMTA L SECTION Expiration Date0 71221202 5 iJSSTRATE By Miami-Dade Product Control MAIN FRAME SASH STOP FRAME WHITE RIGID PVC `_' COVER POCKET COVER POCKET COVER POCKET INSERT CD 00TYP. WALL TICKNESS 0.070" WHITE RIGID PVC WHITE RIGID PVC 4 WHITE RIGID PVC CD WHITE RIGID PVC TYP. WALL THICKNESS 0.070" TYP. WALL THICKNESS 0.070" Q N �� TYP. WALL �4.170" TYP. WALL THICKNESS 0.07D o THICKNESS 0.070" N ¢W 2.730" I.078 i.a7s o.s3o w p o z a p LL m o 0.565" F o ¢ I- ti 0 e < X 1 LLI .4QQ" 1.878 1.878 Q 0 i Q N w il,123 Q W ° 1.535" a 3.250" w � GLAZING BEAD STOP GLAZING BEAD STOP IMPOST MULLIONIFIXED SASH FRAME GLAZING BEAD STOP/SASH FIXED LITE HEAD AND JAMBS FIXED LITE MEETIIG RAIL MEETING RAIL @) WHITE RIGID PVC 5� WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC TYP. WALL TICKNESS 0.055" 7 WHITE RIGID PVC TYP. WALL TICKNESS 0.070" TYP. WALL TICKNESS 0.060" TYP. WALL THICKNESS 0.070" a TYP. WALL THICKNESS 0.066" a N z _ ly 0.891" z o d W ❑ I.a31 2.080 1.656" 1.0001' 0.329" f ¢ N cn 1.2sa v = Co } m J 6.747 Nca 0.747 2.211 1.530" J ¢ a N W E 2 s W 0D o w a g =a GLAZING LIFTRAIL HANDLE HURRICANE w c�> ¢ o o s INTERLOCK COVER 0 N E 1 C WHITE RIGID PVC 1 1 WHITE RIGID PVC SASH COVER 41 TILT LATCH LU o ° J U TYP. WALL THICKNESS 0.055" TYP. WALL THICKNESS 0.075" WHITE RIGID PVC STEEL - ZINC COATE❑ C z °LL TYP. WALL TICKNESS 0.065" N 5; a 0.306" Q CCUQ G - 0.914" 0.697" U) ° t 0.953" a.2sa "J°' III $nkoU 1.722" 0.176" 0.323" x v��� 0.U5" w x N m F11 t 0.205" 0.m°" 1.121" w d r d 0.377" � 0.709" Rob fl 166nert J.Amoruso,P.E. Florida P.E.No.49752 0.377" y��psu�+ay■*s 1.906" 2260" %i 11WES 5.622" .�p0�'-�'��i=NSF 0,�cf 0.659'" @r No 49 52 =O 0.803" 1.067" 11, 1 3 REINFORCEMENT 14 REINFORCEMENT ��:. STATE STEEL STEEL 1.o1z" 0.709" •�fi•.�� oP:�a,.1 TYP. WALL TYP. WALL + S.... .....�tyO��, THICKNESS 0.06" THICKNESS 0.05" 0.157" 0.544° -T Alilts is �--0-437[TYP} 0.434" 0.730" ��� �0.280"{TYP} 13 0.730" f+ ��0.935" PRODUCT REVISED as complying with the Florida Building Code NOA-Na. 20.1103.09 Expiration Date 0 712 212 02 5 By - -. Miami-Dade product Control 7. Series 5405 X❑Horizontal Slider/Bill of Material C� 11� Item No. Description I Part Numbers ISupplier I Material or Note a Frame Com onents N 1 Master Frame IV White 1060/7780 Energi I Royal White PVC(2) a o O 2 Sash Stop Frame Cover Head IV White 1070/7736 Energi I Royal White PVC(2) o 3A Packet Cover N White 107317724 Ene i I Rv al White PVC 2 1I2" GLASS BITE � 36 Pocket Cover IV White 177617739 Energi I Royal White PVC 2 x m LL o w H v 4 Pocket Insert IV White 1079/7737 Ene i I Royal White PVC(2) l o 718" O.A. LAMINATED GLASS " o =0 w m o 5 Glazing Bead Fixed Section IV White 110317726 Energi(Royal White PVC(2) (1 LU d a a � i:- CONSISTING a 6 GlazingBead Fixed Section IV White 1 080 1 7753 Ener I IRo al White PVC 2 LJ OF: EXTERIOR w v �2 w g v INTERIOR ° W ¢ v N 7 Impost Mullion Fixed Section IV White 106317735 Energi/Royal White PVC(2) LAMINATED GLASS - (2) NOMINAL 118" a o p o,� 8 Sash Frame(OperatingSash) IV White 128217750 Ener i IRoyal White PVC(2) 3 ANNEALED GLASS WI 0-090" ~ N CL LU p 9 GlazingBead Slop(Operating Sash 1 Vents IV White 1 067 17745 Ener i IRo al White PVC 2 ' ow D 10 Glazing Liftrail Handle(Operating Sash)I Vent IV white 1 068 1 7747 Energi I Royal White PVC(2) KU RARAY AM ERI CA INC. TROS I FOL 11 Interlock Cover(Operating Sash)I Vent IV White 1180/7727 1 Energ i IRoyal White PVC(z) INTERLAYER, 7116" AIRSPACE 11VI 12 Sash Cover(Operating Sash)!Vent IV White 107817725 Energi 1 Royal White PVC 2] ❑ } Reinforcement I STAINLESS STEEL SPACER (TYPE 13 Operating Sash 1 Reinforcement I ST-226-144-0.052 Hygrade Metals .06"Galy.(1) SS-D), INTERIOR 118" TEMPERED 14 1 Impost Mullion(Fixed Meeting Rail)Reinforcement I ST-088-168-0.062 Hygrade Metals .05"Galy.(1) o 15 #6 x 518"Tek 1 Reinforcement Fastener 1117595 G!F C❑ GLASS oration p Weatherstri in 15 _ 2 z o- 16 .210 x.300 Fin Seal Pocket Cover/107317724 W23303NW0000 Ultra-Fab f GLAZING DETAIL 1 z af o 16 .210 x.300 Fin Seal Pocket Cover 11073 17724 W23303NW000U Ultra-Fab EXTERIOR C7 J w 3 W 16 210 x.300 Fin Seal Impost Mullion 11063I7735 w23303Nw0000 Ultra Fab OPERATING SASH JAMB SHOWN. w o o N 17 .187 x.300 Fin Seal Interlock Cover /1180/7727 W23301NW0000 Ultra-Fab 17 .187 x.300 Fin Seal Interlock Cover(Top 1 Blocks)11180 17727 W23301 NW0000 Ultra-Fab 4 SAME AT HEAD AND SILL. ¢ J❑ 17 .187 x.300 Fin Seal Sash Frame 11282 I77501 Energi W23301 NW0000 Ultra-Fab V = to _j Z 17 .187 x.300 Fin Seal Sash Frame /1282/7750/Exterior Top W23301 NW0000 Ultra-Fab Z ;N m 18 F.210 x.220 in Seal Sash Frame 11282 17750 1 Exterior Base W23223NW0000 Ultra-Fab c_ C)¢ m m ¢ o� z z IL 19 .270 x.220 Fin Seal Sash Frame !Single Leg Screen Frame W112257W0000 Ultra-Fab J Q - N a Glazin IL d W W co a N 20 Wet Glaze(Operating Sash)I(Fixed Section) S52 Sikaflex Black 5ika US I.- X Q n 21 E366 2.7mm 10.9.0 PVB Interla er IG Hurricane Laminate Impact Cardinal w U ¢ 0 E 22 Glass Setting Blocks Fixed Base 2NB-BK-0.125-032-064 Frank Lowe J _ 4 V . w U A o 23 Glass SettingBlocks Sash Base 2NB-8K-0.125-028-028 Frank Lowe \ 111 a I- J¢ 4D'6 a� EN 24 ENDUR IG with XL Ed a SS S pacer SS•D TYPE — Cardinal Stainless Steel 0 o Screen Components(not all components ID'ed in section views) INTERIOR N Z U_ aZo0 a °-Ud.F; 25 Single Leg Frame New White 06516NEW192 Shapes Unlimited uO J S CD 26 Double Leg Frame New White 06515NEW192 Shapes Unlimited r1O Coo o c o 27 Tension Springs 2584 Adept l ; co 2 m 28 Fiberglass Screen Cloth Charcoal128"x 600' 3002606 Phifer } w o 29 Screen Spline H 1 W EX-FLX-Q165-BK Im erial Plastic USA OC a N to a- w �+ M 30 Aluminum Comer Keys CK252X260 H rode Metals 1 ' 1 /2" GLASS BITE `n nn.4 LL m m 31 Screen Clip Clear H-3150 Product Design p MisC.Components,Hardware and Hardware Fasteners(not all com ponents ID'ed in section views) EXTERIOR 32 Weep Hole Cover White H-808WHZ Product Design Robert J.Amoruso,P.E. 33 Stainless Steel Ball Bearing Rollers WR03-R3 ProductDesi n \ Florida P.E.No.49752 34 Black Glazing Tape 118 x 318 x 85'(Fixed Section) VEN-VG-1208B Industrial Sales _ _ <<��werrrrrt�► 36 Liftra/End Cars White tin Sash)1 Vent HH-66 Vinyl 00156 C001 Cement S.H Products L.Plastic f %�Q'Lxt 4'�p'r�� 718" D.A. LAMINATED GLASS 37 Stainless Steel Staples 3I8 x 112 Sash BEA Boll Smith Staple 24 CONSISTING OF: EXTERIOR 38 30PP12-18P50-9116 x1 3I8 x 3 Foam Block W0611022 Lindenme r LAMINATED GLASS - (2) NOMINAL � ��. No 49 52 •Q 39 Hurricane Grade Spring CS025 James Spring Wire :* 40 Accessory Parts Installation Translucent 0z-Mx015o01oc2 Nova and Silicones 11$ ANNEALED GLASS WI D.a9Q o �q 7 �a� 41 Hurricane Tilt Latch 1057A-003-EW Vision Industries KURARAY AMERICA INC. =�t STATE O .�►_� 42 Safe Seal Lock 3220SS-003•EW Vision Industries TROSIFOL INTERLAYER, 7/1$" '..Vision Induses a'n:�fiC 1,1111 O R43 Safe Seal Keeper 8292A- 44 #8.18 x 0.50 Flat Wafer Shoulder 1 Sash I Hurricane Latch 1 37 341003-EW GLF Corporation AIRSPACE WI STAINLESS STEEL ��'4�S��N 45 #8 x 1 1►4"Tek White I Locks 120376 GLF Corporation SPACER (TYPE SS-D), INTERIOR 46 #6 x 1"Tek White Keepers 116821 GLF Corporation 1I$" TEMPERED GLASS 47 #6 x 1 1I4"Tek White I Impost Mullion Rebar 166180 GLF Corporation 48 #8 x 3 112"Phil Pan HD SMS Salt Spray I Impost Mullion 120913 GLF Corporation 49 #0625 x 0.194 Washer 1 Impost Mullion 145030 GLF Corporation 50 #5 x 3I8"Tek I Screen Clips White 116506 GLF Corporation GLAZING DETAIL Z 51 CAM Type SweepLock 3220SS-003-EW Truth Hardware 52 Face Mounted Keeper Truth Hardware Steel Installation Fasteners FIXED LITE HEAD SHOWN. SAME PRODUCT REVISED as complying with the Florida 52 1#12 OR#14 WOOD SCREW nla I n1a I Steel AT SILL AND JAMBS. Building Code 53 114"ADVANCED THREAD FORM TAPCON n1a ITW Steel NOA-No. 20-1103.09 54 1#14 SHEET META!OR SELF-DRILLING SCREW n1a n1a Steel Expiration Date 07/2212025 (1)Hygrade nnetals Sped Fcation!Al511005to 1010,CS Type Aand s,30ksi to 50ksi Yield Strength,640 6 al van i ze d By Miami-Dade Product Control (2)EN ERG I FENESTRATION SOLUTIONS USA,INC.,PER CURRENTMIAMI-DADE NOTICE OF ACCEPTANCE INOA).