Loading...
HomeMy WebLinkAboutNotice of Acceptance Ii 1 . � l MIAMl•DADE �1le copy ��II:ADiI—DAllE COUNTY ® PRODIIC'T CONTROL SECTION ® R 11805 SW 26 StreeL Room 208 DEPARTMENT OF REGULATORY AND IiCONO411 y CG{S{��(��RF.Rdd p p' Miami,Florida 33175-2474 BOARD AND CODE AD,IMINISTRATION DIMS ®E COI -- LI KE)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NCOUNTY, Y.m�lmiaatle gna/hildu -: Regency Plus,Inc. ®� �7/-�/ 2000 Locust Gap Highway l �-f Mount Carmel,PA 17851 DEC 01 2021 SCOPE: ?ter ittinc ST. Lucie County, rp,,._, This NOA is being issued under the applicable rules and regulations governi n materials. The documentation submitted has been reviewed and accepted by Miaini-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 orjmaterial 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. j DESCRIPTION: Series"5405"White PVC Horizontal Sliding Window-L.M.I1 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 10i20/20,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. PP 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 it'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 pageslE-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. i MtAMIOADECOiINTY // NOA No.20-1103.09 r Expiration Date: July 22,2025 01/21/2021 Approval Date: January 21,2021 Page 1 1 1 I 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 1V0A No. 08-1210.12) 2. Drawing No. RPLS0063, titled "Impact Series 5405 Horizontal{Slider Window", sheets I through 6 of 6, dated 11/26/08, with revision J dated 01,/08/18, prepared by PTC Product Design Group,LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under NOA No. 18-0.122.12) a 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 2,02-94 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 241 1.3.2.1, 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. 20-0.526.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, compl i1ing with FBC 5`f' Edition (2014), dated 03/31115, 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 far Windows and Doors, approved on 03/08/18, expiring on 02/28/23. ' j Sifang Zhao,P.E. Product Control Examiner j NOA No.20-1103.09 Expii'ation Date: July 22,2025 Approval Date: Januar•21,2021 S E-1 I i Regency 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 I 1. Notice of Acceptance No. 18-0911.04, issued to Regency Plus, Inc. for their Series "'5405" White PVC Horizontal Sliding Window — L.M.I., approved on 10/11/18 and expiring on 07/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. RPLS0063, titled "Series 5405 Vinyl XO-OX Horizontal Sliding Window—LMI", sheets I through 10 of 10, dated 01/12/09. wit revision L dated 10/20/20, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.Amoruso, P.E. ' i B. TESTS 1. None. I 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 71'Edition (2020). and of no financial interest, dated ]0/20/2020, 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,f Inc. for their Series "5405" White PVC Horizontal Sliding Window— L.M.I., approved on 07/02/20 and expiring on 07/22/25. -L Sifang Zhao,P.E. Product Control Examiner NOA No.20-1103.09 Expiration Date: July 22,2025 Approval Date: January 21,2021 E-2 I REGENCY PLUS, INC. SERIES 5405 VINYL X®-®X HORIZONTAL SLIDING WINDOW m LARGE MISSILE IMPACT U , S m 4 ui �U O� m 6 W O N z u O F o aw f r n INSTALLATION ANCHORAGE DETAILS 0- ~z r� �� U NOTES: a a ri a O y.2 7 W 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7Ih 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 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 MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. O 'rT z 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 RUPP,FLORIDA P.E.VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO.19-0312. (9 I, o y O 5. MATERIAL: Q -� 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC,PER CURRENT MIAMI-DADE NOA, U_ 5.2. REINFORCEMENT: z r•-H m cq 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, ui= z m m ~ -' 6.2.2. 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 a o U) Z 5.2.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE IJOA. IL(D_j FtFw- s } W 00 E = u 6, GLAZING: Z=m x Z 6.1. GLAZING DETAIL AS TESTED: Lu UO U E v 6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. 8 o, 6.t Z GLASS THICKNESS:(1)LITE OF 118"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. W o J ^` 6.1.?. LAN41NATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA.INC, o Z o y z 6,7.4. SPACER TYPE/SIZE:7116"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 OUROMETER RIGID VINYL GLAZING BEAD. 6.2. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER.GASKET ®t MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. U) 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT, w r 77 w g,ym 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. /n B n� 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16"OR GREATER OCCURS.MAXIM JM ALLOWABLE SHIM STACK TO BE 1/4". - 9. FOR ANCHORING INTO CONCRETEMIASONRY 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 Robert J.E,No.o,P.F. ( ) FlorlUa P.E.No.49752 INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE,LOCATE ANCHORS AS SHOWN RJ ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR,LOCATIONS HAVE-1-1"TOLERANCE, pNngpq 10, FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: ,������\MES,�09 10.1. #12 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318"MINIMUM EMBEDMENT INTO SUBSTRATE TABLE OF CONTENTS WITH W8"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. SHEET DESCRIPTION 10.2. #14FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE 1 1/2 MINIMUM-EMBEDMENT-INTO SUBSTRATE e1 WITH V MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR.SPACING OF 2"ON CENTER,LOCATE ANCHORS AS 1 NOTES SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. 2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS) "— —IT—FOR-ANCHORING-INTOMETALSTP.UCTUP.EUSE-#14FLAT ME-AD SHEET METAL-OR SEL•F-DRILLINGSCREWS-(SMS)=n1)THSUFFIGIEN7---3 -ELEVATION-AND`ANCHOR-L-AYOUT-(SMSfTAPPING/SEL-F-DRIL-L-ING-SCREWS)-- LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM EDGE DISTANCE AND - MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 4 VERTICAL SECTIONS-COMPONENT ID DETAILS,ANCHOR LOCATIONS HAVE+/.7"TOLERANCE. — --- ------------ - --- 5 HORIZONTAL SECTIONS-COMPONENT ID&FRAME CORNER CONSTRUCTION 12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING B 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 e.11dinole eo Dh lha FloNdn 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI NDY-Nu. 20.1103.09 13.3, MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 9 COMPONENTS E.vl—I..Daro0712212025 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 0y m+am- —`2 tiDnaocooerol-- Q � K � MAX.F SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW FRAME ------------ o 74"MAX.FRAME --' — —"------' EIGH I-------------- — WIDTH ---- -- ---- INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING _ SASH HEIGHT 32„ 33" SCREWS) OR CONCRETE/MASONRY SUBSTRATE N HEIGHT ____—D.L.O.WIDTH D.L.O.WIDTH (CONCRETE SCREWS) o o `a o 56 4'D.L.O. A B B 57"D.L.O. ° HEIGHT 4 4V4 HEIGHT <z y a - ------- a a 0 D p rt D 0 0 Meeting Rail s N C _ X' D 0 E $u - � N 5 r 5 5 DETAIL 1 4"O.C.TYP. �o (SEE SHEET 5) z¢ 4"O.C.TYP.--P ~° °IA " P. O.C.TYP.— z T J N �— 6 O.C.TY —e-' A vy=¢ z� m ---- I I 6 I J a a o J E0 S Z _L-- Y U w 00 Is A B' B Ulox == Z D xU 4 4 4 wvaoz 3"TYP. 0 o j 04 9 35 'SASH /� �� Jo x o WIDTH N z_Z 14 41"O.C. >p 8,s SERIES 5405 VINYL XO-OX TYP. oa HORIZONTAL SLIDING WINDOW - C) I] EXTERIOR VIEW 11 — ww WEEP HOLES: T g g ww, C 0 1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL F 8 2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL Rohcrt J.A—u..,P.E. 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK XI Flonaa P.E.No.49752 a.Uuna 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL `�P'Zt3I1MEs 4Q,AA AA A A TRACK A .oO�Q.��Ease qG� �@ A Ilo 49 52 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 6 s 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 o ,_t 7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE WOOD AND CONCRETEIMASONRY SUBSTRATES _-- ''�SSrpNAtaB�;�• `. ---------- --- -- --- --------- 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. complying with the ilorlda guiltling code NOA-No. 20.1103.09 eap,,t/io*n gate 07/22/2025 gy '� Miam-Da o Product Contro a a u N R FRAME SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW o HEIGHT _74"MAX.FRAME_ - 60"SASH WIDTH INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR 6 HEIGHT 32' 33" SELF-DRILLING SCREW) G ti w D.L.O.WIDTH D.L.O.WIDTH o w v -- w Z _56 4"D.L.O. A g 'g 57 J"D.L.O. a ¢Z <� ¢ z HEIGHT 4 4 4 HEIGHT a w ,a 2 a o �p i R .'...._.._I_ _._....._..........__............. w J b Meeting Rail z U -9 U � 2 C - X rD\ () .�E -4"O.C.TYP. oz l 5 5 5 DETAIL 1 4"O.C.TYP. z (SEE SHEET 5) 2"O.C.TYP. -- - 6"O.C.TYP.- w 2"O.C.TYP. L5 x W 11 „O.C.TYP. - �I -4"O.C.TYP.11 3'O.C. -S2 a zo m z J i 6,.O.C.TYP.-"{ 7 TYP. ¢w o� S �—- ---- I a c� 0 /1 U0t x-- �---_ Z D�� x cxi A e g 00 as 4 4 4 W��XO 3"TYP. cow ra a 35 z'SASH- _I �� %� Kz a z WIDTH 10 4 0 5 SERIES 5405 VINYL XO-OX WW ' ` � ga HORIZONTAL SLIDING WINDOW 01 ' 0 w �":�T WEEP HOLES: EXTERIOR VIEW 14-,1�"O.C._ m TYP. ° E 1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL 2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL 8 / Flunaa P.E.No.43752 1 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL 0�?.,�(cENSFw�9Ga� �C� No•40 b2#NO TRACK A 5. 1.26"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 7 'c SERIES 5405 VINYL XO-OX HORIZONTAL v STATE 8 �/ THE EXTERIOR SILL FACE 6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW --7-0:25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR-SILL FACE---- --- __— _ __ EXTERIOR VIEW-ANCHORAGE STEEL SUBSTF&kTES7_-- 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 IS 2"OC. zat�9t�o8 with the Flo da Nca m.. 20.1103.09 E.atraO"a Dato 0712212025 mamwa a .o act coao-o a R a N N o VERTICAL. SECTIONS VERTICAL, SECTIONS �, VERTICAL, SECTIONS � - � gym HEAD-COMPONENT ID HEAD-COMPONENT ID 7 HEAD-COMPONENT Ill o a z d o 0OB E. 1 1 t 7 a ° C �w a 17 " o s rt 17 w 41 Q �=00 4 Y �p 41 41 f} n B u fJ n 8Vl 0 13 13\ o ^<� o IJ n�r u F U 15 z 36 U� 15 I I 1 o z J 5 u 16 5 51- � 20 9 zz10 o �m 26 -- 20 21 21 20 n=as o c� w z SEE G AZING SEE GLAZING 2t SEE GLAZING F S o z a 21 EE GLAZING DETAIL 2, DETAIL 2, DETAIL 1, Z I x x DETAIL 1, SHEET 10 SHEET 10 SHEET 10 w o o d W SHEE- 10 w 0 X o EXTERIOR L INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR wog J� o ZU imJ`.'n" N {di 21 \ 21 v> ®oo� Q 23 ��« 26 20 23 21 21 20 9 ZE C r; /' 22 20 5 22 20 5 w (13 9 13 20� 16 \ I� 15 17 15 \\ L] \ Rlond J.E.No.4,P.E. I �I Fonda P.E.Ho.49i 52 16 16� t6 E3 6 �p 18 O 18 F-7-10 33 0� ri ISO; 4 4 - - -- ---- 17_ 18 —_ \3A -- 3A t 8 3A - --- a - ----------- VERTICAL SECTION VERTICAL, SECTION , VERTICAL. SECTION La SILL-COMPONENT ID SILL-COMPONENT ID SILL-COMPONENT ID PRODUCT REVISED eucomplying with the Florida ldmg Code Noa-No. 20.1103.09 Eaplratlon Onto 07/22/2025 ey Mlam 1ae produce convo SEE GLAZING o DETAIL 1, o t R SHEET 10 13 15 INTERIOR o —12 16 15 13 11 INTERIOR 10 9 7 rm °- U k o u _ 51 oc d o� 1 a w li 0 w n 2 y 3A 2 O =o S =w w w n � � 52 a rc lUl I 5 �o Y O� 21 _0 ❑ 6 C2 a �z m 1 3z o o a O17J 16 16 17 20 I O o R o U Moll - 21 = z LL \ a 38 SEE GLAZING 4 1 13 14 15 1 DETAIL 2, I z z v 25 SHEET 10 I N=Q o z m m z J EXTERIOR EXTERIOR EXTERIOR JQa Nfl i w a�Wo3f --- x O 19 2�� xU I:� HORIZONTAL HORIZONTAL HORIZONTAL W o� oz �q�q SECTION SECTION SECTION ��� 'w R 0 z0 \\ OPERABLE LITE MEETING RAIL FIXED LITE F ®o m ? JAMBS-COMPONENT'ID — JAMBS-COMPONENT ID - TAMBS-COMPONENT ID o WZpizu vohu Rob.d J.A,--.,P.L. .\ Flonda P.E.No.49752 — 10 3A * ik — --------- �-- Haut✓ DETAIL PRODUCT REVISED Buildincompig Codo ith tho Florida MASTER FRAME CONSTRUCTION NON A- 20.,,03.09 (SASH FRAME SIMILAR) ExPlrn`�1e07122/2025 B L! Mlam(-6a�i a 6ro uc—ii R PROPERLY SECURED 1X 1/4" ITW TAPCON #12. OR #14 WOOD SCREW 52 PROPERLY SECURED 1X WOOD BUCK BY OTHERS 53 INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS N r (SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) 1 1/2" MIN. )/14 `NS: 1" MIN. EDGE DIST. 0 WOOD BUCK, PROTECTION BY �� EDGE DIST. c 2X WOOD OTHERS (SEE NOTE 3, SHEET 1) - N12 WS: 7j8" LAIN. EDGE DIST. �� �. BY OTHERS (SEE NOTE 2. SHT. 1) 0 O CONCRETE BY OTHERS SHEATHING \\\d� e 1 I/2" MIN. BY OTHERS ------- ---- p w w (SEE NOTE 2, SHT. 1) EIdBEDMEIJT i <z w a c,,:;,•.,.. �_ �_ EXTERIOR FINISH ,r; #14 WS: 1 1/2" FAIN. EMBEDMENTa aC q•.,: BY OTHERS �..._.; i ; 8" t w y a ;';: ..,.:,• 1/4" MAX. ��12 VIS: 1 :/ 1N. Ev1BEDMENT ...,.'. SHIM SPACE '... w -----EXTERIO- - -------------t ,t; r 1 4" MAX. EXTERIOR FINISH r� I 1 HIM SPACE J Y 8Y OTHERS / LA I �'� —�_ _ PERIMETER CAULK----, AULK--i QO �w BY OTHERS II o C� PERIMETER. CAULK � 3 q � o I D r(}I BY OTHERS Qp oO o O N O Flo zw a z m N Vj 2 Z> m F- 3aa N q Bz }FwO� � 1 2 T WINDOW EXTERIOR INTERIOR EXTERIOR w U qxq q INTERIOR WINDOW 00 0 d W � o r HEIGHT HEIGHT w �'��- __q 2 N ZCJ v $ >0 a s) o0 _ �0 ANCHOR-TO-SUBSTRATE w a ¢ EDGE DISTANCES ARE w 00 `� CI (� TYPICAL AND ❑_ `�O m MEASURED TO BOTH Q D 2 0 III SIDES OF SUBSTRATE Robert J.Amoruso P.E. La' LI LJ �1 Flonda P.E.No.4975[ R 0� IJO PERIMETER CAULK ` Q d ��114 BY OTHERS - �- 1/4" MAX. 1%4" MAX. @ Not45 52 ' _LSHIM SPACE SHIM SPACE EXTERIOR ,INISH-----__ PERIMETER CAULK it - c r �- .......... BY OTHERS �-- 2��¢ _. BY OTHERS _ �-- - --• - 2 WS: 1 / MIN. EMBEDMENT CONCRETE BY OTHERS— 0 1 1/2" MIN. Y'/isS/ONp���.\`•�`, 1 t Jc. --- / EXTERIOR FINISH - �1;1" BY OTHERS WOOD BUCK BY OTHERS PROPERLY SECURED 1X.� -- ----� --.---_` ---.1._ (SEE NOTE 3, SHT. 1 SHEATHING 2X WOOD (�S ) � � � �. BY OTHERS BY OTHERS WOOD BUCK PROTECTION 1/1 ITW TAPCON 53 Yt'1 1/2 MIN. `-(SEE NOTE 2, SHT. 1) INSTALLATION ANCHOR EDGE DIST. #14 WS: i' MIN. EDGE DIST. BY OTHERS (SEE NOTE 3, #12 WS: 7/8" MIN. EDGE DIST, `\ PROPERLY SECURED 1X SHEET 1 PRODUCT REVISED WOOD BUCK BY OTHERS al+a Wllh the Florida �/12 OR 14 WOOD SCREW NOA-N9c�ed� INSTALLATION ANCHOR 52 (SEE NOTE 2, SHT. 1) Non-No. 20-1103.09 VERTICAL SECTION Expiration Rateon22J2D25 A coNcxe're:sul;sTaa're' VERTICAL SECTION WOOD SUF3STRAJE m�m-Dad, rde=fir R z #14 SHEET METAL ,N N SCREW/SELF'-DRILLING SCREW 54 o N 3/4" MIN INSTALLATION ANCHOR o EDGE DIST. METAL SUBSTRATE d (TYP.) BY OTHERS x LL rx O (SEE NOTE 2, SPIT. 1) k g c °m k EXTERIOR FINISH Lu O BY 0"I'HERS o w w N u _ 3 THREADS MIN. °' a F o 4 0 --- rEMBEDMENT BEYOND E3 e w h INTERIOR WALL 1/4" MAX. —�sl-ure SPACE Y c "zl L ,,.. PERIIETER CAULK- r-� M BY OTHERS Qp�I o0 r O 0 Q u o O Fl O LL INSTALLATION NOTES: z- $a O ()� S!LUI 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: Z q n n _ 1.1. WOOD FRAMING. } aANCHOR—TO—SUBSTRATE 1.2. STEEL STUD FRAMING. 2 7 q IS EDGE DISTANCES ARE 1.3. ALUMINUM FRAMING,AND TYPICAL AND 1A. CONCRETE AND/OR MASONRY. Z(9 _ m MEASURED TO BOTH SIDES OF SUBSTRATE 2. 2X WOOD FRAMING,IX OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE J CL CL O z DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND 0,0J ¢q g CONCR ETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. U_w Ox Er V,gPID01V 3, 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL,WHEN 1X BUCK IS USED.INSTALLATION ANCHORS WILL w V U O c) HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,IX W O C)O Z ,y BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS o g w E"'� EXTERIOR INTERIOR THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR.MATERIALS MUST BE N Z q �9 SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE > g cot RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1116" w J tp h OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 114". w u©�� 5. FOR ANCHORING INTO CONCRETE/MASONRYUSE 1/4"FLATHEAD TAPCONS(CS)WITH SUFFICIENT LENGTHO r n 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.Amo,uw,P.E. p.TAX. ANCHOR LOCATIONS HAVE+1.1"TOLERANCE. Flom.P.E.No.1,ers2 INMES 6.6 1 FOR FLAT WOOD SCREWS(W3j WITH SUFFICIENT ENTN LENGTH TO ACHIEVE A 1 3/6"MINIMUM ;- %GENS Ilk� PERIMETER CAULK- O OD ` BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 7/6"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR 'lei @0,�ra�No�49 52 Gam. A SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ' — ANCHOR LOCATIONS HAVE 1/-1"TOLERANCE. 6.2. #14 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM �.y9�h•S A E�82 aY C EMBEDMENT INTO SUBSTRATE WITH T'MINIMUM EDGE_DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR `A.ZO,p SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, ANCHOR LOCATIONS HAVE+1-1"TOLERANCE. _yt� S70NAl p���s EXTERIOR FINISH 3/4" MIN, \ i. FOR ANCHORING INTO METAL STRUCTURE USE S14 FLATHEAD SHEET METAL OR SELF DRILLING SCREWS BY OTHERS-/ -EDGE DIST EMBEDMENT BEYOND- {I 3THREADS t ISMS)WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL 1 .- (Nf'•) ; INFERIOR WALL WITH 314"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+1-1" SCREW/SELF_DPILLING SCREW Y OTHERS TSTRATE TOLERANCE. INSTALLATION ANCF10k 5� BYE NOTE 2, SHT. 1) 6. 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 eu 1,119 e d wren rtedan �z bIE'I'A].SU135'1'ILl'IL ASTM E2112. Noa-Ru. 20.1103.09 �� e.ro-ouon q—0712212025 a, G� nu�mwnao v.o3u�e�onvol K tr ¢ 2X WOOD' 1/4" MAX.. '\SHIM SPACE FRAME BY OTHERS o N (SEE NOTE 2, SHT. 1) \ I/h" MAX. SHIMSPACE- 1 1/2" MIN. EMBEDMENT - CONCRETE INTERIOR SHIM AS REQUIRED 1" MIN. EMBEDMENT - MASONRY d #14 WS: 1 1/2" MIN. EMBEDMENT 12 WS: 1 3/8" MIN. EMBEDMENT 53 1/4" ITW TAPCON INSTALLATION ANCHOR w 0o $s o pwL'-' yw w" o Q• 1 1/2"" MIN. EDGE DISTANCE - CONC. a ?o w� a w Li #12 OR #14 WOOD SCREW 5p oa �� .9 2" MIN. EDGE DISTANCE - MASONRY w INSTALLATION ANCHOR ." � mt- - Y � n ................... CONCRETE OR MASONRY #14 WS: 1" MIN. EDGE DIST. BY OTHERS #12 WS: 7/8" ;AIN. EDGE DIST. / , DEI q Q� � V t (SEE NOTE 2, SHT. 1) Q ooi N m Q PROPERLY SECURED 1 X z U �€?a 8 R�PROPERLY SECURED 1X-� /_�_ 3 \ WOOD BUCK BY OTHERS 1¢ WOOD BUCK BY OTHERS O � O > (SEE NOTE 3, SHT. 1) Z w a (SEE MOTE 2, SHT. 1) ` V o .� WOOD BUCY, PROTECTION BY } SHEATHING EXTERIOR OTHERS (SEE NOTE 3, SHEET 1) `�,>t- Inm BY OTHERS / / z m w ..m EXTERIOR FINISH t,;z'- g e m ~ J EXTERIOR FINISH— PERIMETER CAULK PERIMETER CAULK-_J BY OTHERS o-na. ON F w z BY OTHERS BY OTHERS BY OTHERS a S r F � 0 Z��x> VERTICAL SECTIONOD U CK wUU z �QE \l'U(7DSIJBS'TRA11: ANCHOR-TO-SUBSTRATE VE RTICAL SECTION W°� 6z � EDGE DISTANCES ARE cONCRETRINIASONRY o-E}¢ ^ ' TYPICAL AND SUBSTRATE o z Lu o.3 z° MEASURED TO BOTH `v >t- oe4a`s 1/4" MAX. SHIM SPACE--- SIDES OF SUBSTRATE o� I LN �IQH SHIM AS REQUIRED _ w p w O LL U U Fe�a 1 #14 SHEET METAL wi uoo m 54 SCREW/SELF-DRILLING SCREW o o M INSTALLATION ANCHOR RcbM J.�— Amor ,P.L.Flo„da P.E.N..49752 EDGE DIST. (r P.) LOWER SASH,IAMBS ��A% INMEs., .," SHOWN.SIMILAR .`�Q j�pE fis �: rmt - raom v�: F Gm ., f- INSTALLATION FOR IncNo�as 52 0 1 3 THREADS MIN. UPPER FIXED LITE JAMBS. I �* .. .. --.EIMBEDMENT BEYOND-INTERIOR WALL `At METAL SUBSTRATE BY OTHERS I!��P6`=�s.... \--EXTERIOR FINISH PERIMETER CAULK--' BY OTHERS BY OTHERS PRODUCT REVISED pi In ith tho ibri„a e�lia°m„�o� NOA-No. 20-7103.09 E VERTICAL SECTION E plraNa„Dm.07122/2025 M6i'AL SUBSTRATE ey mlamwn o vromee conetot MAIN FRAME O SASH STOP FRAME � a U POCKET COVER COVERPOCKETPOCKCOVER POCKET INSERT WHITE RIGID PVC COVER � ® � m TYP.WALL TICKNESS 0,070" WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC �`WWHITE RIGID PVC N --4,170" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL j--n THICKNESS 0.070" 2�111 1 a 1. O� ON .73" w2 c wr3 0.565" w 8 x1.400" S r Z y r N 02 a0 t o W 1.635" = w --3250" -7 GLAZING BEAD S"I'OP GLAZING BEAD S'COp IMPOST MULLION/FIXED SASH FRAME, GLAZING BEAD STOP/SASH _ FIXED LITE HEAD AND JAAIRS FIXED L.I'FE6IEETING RAIL MEETING RAIL ® O WHITE RIGID PVC� WHITE RIGID PVC J WHITE RIGID PVC C� WHITE RIGID PVC WHITE RIGID PVC TYP.WALL TICKNESS 0.055" TYP.WALL THICKNESS 0.070" o TYP.WALL THICKNESS 0.066" o o TYP.WALL TICKNESS 0.070" TYP.WALL TICKNESS 0.060" z° n.•,I z 1.000" 0.329" L -L L U 2 w n.-ra] z��- r In N Z m z -- a�wwof 5 u 2 2:0. GLAZING LII'TRAIL HANllI,E INTERLOCK COVER HURRICANE w c=1 v xo o J s e 10 - ---- -- �; SASH COVER 41 TILT LATCH `0° d WHITE RIGID PVC , WHITE RIGID PVC 12 wIx e.t TYP.WALL THICKNESS 0.055" TYP.WALL THICKNESS 0.075" WHITE RIGID PVC STEEL-ZINC COATED o z �a 9 TYP.WALL TICKNESS 0.065" "' > r "' rF g 0.ans° �p�jlf�-� --0.697...953" 0.914'0 U wUU -nssa0.176" w 0.323" 1.722" �- w `4 i 0.345' N . 1.121"- -----0205" w m' i c 0.377" �O- 0.709" 0.166.,_I Rcnart J. N..4 P.E. Elonaa P.E.tdc.49i 51 0.371" I 1,%114,111101" 1,506" 2260" ,,�. .PMES 5.622" -..,�O�F, v\�CEF1gF 0.669" @ �NOg49 52 OREINFORCEMENT O REINFORCEMENT 9 iii���STAiEMO 13 STEEL 14 STEEL 1.012" . 0.709" t ---- ----� -TYP_._WALL -- -- TYP-:WALL THICKNESS 0.06" THICKNESS 0.05" -� -_--0.544" 0.157"--_ 0.437"(TYP) --� 0.434" -�-0.730" -- =(-(-4 �-0.280"(TYP) 0.730" f-0.935" PRODUCT REVISED owoompMnO Mtn the Flontla ema catlo NOA-No. 20.1103.09 e.ptrauon uato 0712212025 0y ci.7 Mlam-T-0atle Protluct ontro Q Q 4 Series 5405 XO Horizontal Slider/Bill of Material CK X T Itnm No. Description IP.rt Numbers I Supplier I Material or Note o Frame Co.onenls �' w 1 Master Frame IV White 1060 1 778 0 Ener I/Royal White PVC 2 o 2 Sash Stop Frame Cover Head N White 1070/7736 Energl I Royal White PVC(2) 3A Pocket Cover N White 107317724 Ene ilRoyal White PVC(2) 1/2"GLASS BITE U 3B Pocket Cover N White 177617739 Ener i f Ro al White PVC 12) y1 X ce Y C n U 4 Pocket Insert IV White 107917737 Ener ilRoyal White PVC 2 7/8"O.A.LAMINATED GLASS t- z m 5 GlazingBead Fixed Section IV White 110317726 Ene I1 Ro al White PVC 2 O w O o 6 n O 3 6 Glazing Bead Fixed Section IV Whim108 0 1 77 53 Eno 11Ro al whltePvct2) _ INTERIOR CONSISTING OF:EXTERIOR o W�tl W o ,� 7 im ostMullionFixedSection IV White106317735 Enerj)flRoyaI Whit. `� LAMINATED GLASS-(2)NOMINAL 1/8" a o a 8 iSashFrame-fOperaBngSash) NWhite128217760-__EnerpifRoyal__- WhitoPVCJ2)_ 13 L - ANNEALED GLASS W/0.090" aF Leo ao " 9 Glazln Bead Stop(Operating Sash/Vents NWhite 1067/7745 Ene i/Royal White PVC 2 �v N Oul 10 GlazingLiftraii Handle O eratin Sash)/Vent NWhha 106817747 Ene i/Ro al white PVC \/ _ KURARAY AMERICA INC.TROSIFOL ul p 11 Interlock Cover(Opera Ong Sash/Vent roWhite118017,Tz7 Ene ilRoyal White PVC 2 INTERLAYER,7/16"AIRSPACE W/ Y 12 Sash Cover(operating Sash)I Vent NWhite107817726 Energll Royal I White PVC(2) n Reinforcement STAINLESS STEEL SPACER(TYPE _ 13 Ono ra0n SashlRelnlorcOment ST-226-144-0.052 H rade Metals .O6"Galt'.1 / SS-D),INTERIOR 1/8"TEMPERED ! 14 im ast Mullion Fized Meetin Rall Reinforcement ST-88ulil]-0.062 !Hygrade Metals 1 .05"Galt'.1 15 #6 x 518"Tok I Reinforcement Fastener 117596 GLF Corporatbn GLASS a LL WeathersW In '�5 �� / Z ^a O n. 16 .210 X.300 Flit Seal Pocket Cover 1107317724 W23303NW000O Ultra-Fab - :? _ 16 .210x.300 Fin Seal Pocket Cover 1107317724 W23303NW0000 Ultra-Fab DETAIL I a-Fab EXTERIOR 16 .210x.J00FInSealImpostMuliion 1106317735 W23303NW0000 Ultra-Fab \— OPERATING SASH JAMB SHOWN. za a -187 z.300 Fin Seal interlock Cover!118017727 W23301NW000O Ultra-Fab `//�l}� } 2 W 17 .187 x.300 Fin Seat Interlock Cover(To /Blocks 1118017727 W23301NW000O Uitm-Feb V SAME A"(`HEAD AND SILL. < C0 17 .187 x.300 Fin Seal Sash Frame 1128217750 1 Ene i W23301NW000O Ultra-FabU 2 a"', z 1T .187x.300Fin3eaisash Frame 11282 1 7750 1Exmrior7o W23301NW000O Ultra-Fab z0� �N ..m 18 .2101,211 Fin Seal Sash Frame 11282177501 Exterior Base W23223NW000O Ultra-Fab a d pJ m Z 19 .270 x.220 Fin Seal Sash Frame f Single Leg Screen Frame W112267W0000 Ultra-Fab ¢ N t•7 '= Glazing }(9 r p N 20 Wet Glaze(Operating Sash!Fixed Section 552 Slkaliex Black Slka US U h a_ S 21 E3662.7mm l0.9.0 PVB Interia er lG HUMcene Laminate lm act Cardinal x� O- 22 Glass SelBn Blocks Fixed Base 2NB-0K-0.125-032-064 Frank Lowe i 4 CO C)U d W 4 E 23 Glass Setlln Blocks Sash Base 2NB-8K-0.'125-028-028 I Frank Lowe W_F x UR Stainless Steel ! 24 END Ko with XL Etl a SS S acar(SS-D TYPE) - Cardinal / .1 \ / �� ,� -r Screen Components(notall components ID'ed in section views) -t//�. C INTERIOR c��l z u- �P 1�.S 7 25 Single Leg Frame New White GGS16NEW192 Sha es Unlimited / `T 26 Double Le Frame New White 0661fiNEW182 Sha es Unlimited Q ®G o- 27 Tension Springs 2584 Ado t 20 1 28 Fiber lass Semen Cloth Charcoal 120"x 600' 3002606 Phifer —'- I Ij W m •,f1 u 29 Screen Spin.H IW EX-FLX-0165-BK imperial Plastic USA ----- ---- W F N 30 Aluminum Comer Kos CK252X260 Hygrada Metals I\ '! f- I 1/2" GLASS BITE 31 ScrecCli Clear H-3150 ProductDesi n u n Misc.Components,Hardware and Hardware Fasteners(not all components 10'ed in section views EXTERIOR 32 Weep Hole Cover While H-808WHZ Product Design \ 4 Robert J.An,oruu�.P.e. 33 Stainless Steel Ball BearingRollers WR03-R3 Product Design \ / Florlaa P,E.N0,49752 _ 34 Black Glazing Tape 118 x 318 x 85'(Fixed Section)_ VEN.VG-1208B Industrial Sales 36 L(kraOEndCarsWhiaiingSash)/Vent 00156-C10o11Ceme Yt S.LL.Plasdc Imo/ 7!8"O.A.LAMINATED GLASS ���•a`��AMEs,Products Q"!,�. _37 Stainless Steel Ipcs31tix1/2Sash BEA80110 Smithsm m 24 CONSISTING OF:EXTERIOR �00�.."��eENSF 9G�� 38 -3OPP12.18P50.9116 X1318 X 3 Foam Block WOSI1022 Lindenme r LAMINATED GLASS-(2)NOMINAL �7 No 49 52 e 39 Hurricane GradeSpring CS025 James Sprinn Wire * *= 40 Accessory Parts Installation Translucent o2-MX016001OC2 NovaardSilicones I 1!8"ANNEALED GLASS W/0.090" �_� ;•_\oQe �_, 41 Hurricane Tilt Latch 1067A-003-EW Vision Industries h KURARAY AMERICA INC. STME O ta�C 42 Safe Seal Lock 3220SS-003-EW Vision industries TROSIFOLINTERLAYER,7/16" �F�tcp\oQ'ty\?`'': 41:—:'Safe So aiKee Keeper 8292A-003-EW Vision AIRSPACE W/STAINLESS STEEL '`�*�SSyONA...��a��� 44._ #848.x.OB50ElatWnfer.Shoulderl,Sashl Hurricane Latch 137341 GLF Corporation �zU�ntitplU.._ - 45 #8x1114"TCk Whit.ILocks 120376 GLF Co oration -- --�— --�- SPACER-(-T-YPE-SS-D),-INTERIOR— - 46 #6x1"TekWhkolKea ors 116821 GLF Corporation 1/8"TEMPERED GLASS 47 116 x 1"1 LIP Tek Whltc f hn ost Mullion Rebnr 156180 GLF Corporation 48 #8 x 3112"Phil Pan HD S l 120913tlra J0 GGLLFF Co ration1 49 4 oon "No 51 lips White CAM Type Sweep Lock 322OSS-003-W e Truth Hardware IE GLAZING DETAIL 2 52 Faco Mounted Koe er - ITruth Hardware steel FIXED LITE HEAD SHOWN.SAME PRODUCT REVISED Installation Fasteners o PIyI,g wish the Florida 62 #1z DR 014 WOOD SCREW ma n13 steel AT SILL AND JAMBS. BaOdlne Codo 53 1. ADVANCED THREADFORMTAPCON n/a ITW Steel NOA-No. 20-1103.09 54 914 SHEET METAL OR SELF-DRILLING SCREW I nla IWO I Steel Explretto pat,07122/2025 (1)RyRrad,Metals 5ped9ratioe:AISI 1005 to 1010,CS Type Aaed0,30 kit to SO ksi Yield Strength,Goa Galvanised 0y � (t)ENERGI FENESTRATION SOLUTIONS USA,INC,PER CURRENT MIAMI.011OE NOTICE OF ACCEPTANCE(NOA). Mlama-3)odo F�odu<t Conh,T