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HomeMy WebLinkAboutProduct Approval File Copy MfAMI•DsE MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 CEIVED .BOARD AND CODEADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 - TICE OF ACCEPTANCE (NQA�pg 19 702, rvww.miamidade.gov/buildin2 Regency Plus,Inc. 2000 Locust Gap Highway`y F�rmitti-;g Dapartment R�� �� FOR Mount Carmel,PA 17851 St. Lucie County ® � � ; CO® COMPLIANCE SCOPE Y p®®-p��/ �- Thxs.iNOA s`lieing issued under the applicable rules and regulate s'glyin t-e use of construction materials. The documentation submitted has been reviewed and accepted by 11A 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:"540E?--White PVCHorizontal Sliding�Window ,:1VLL 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. n. —• •- —�._-., _ate,-..,•a. _�-- MISSILE-`IMPAC-T RATINCKCargeLgnd•Sma-lI`,1VH sile"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. r NOA No 20 1103 09 % CMIIW�Mfr=C©URrt"Y � � Expiration Date: July 22,2025 9 01/21/2021 V Approval Date: January 21,2021 ,. Page 1 Wiz. ,�;�r- .._.,�..x, F-- �.�;•-.�:.;, 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 5th Edition (2014), dated 03/31/15,with revision dated 09/01/15, and updated to the FBC 61 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 61h 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 7th 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. m m SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW g _ m LARGE MISSILE IMPACT =m n pLL H U F � tip d)m W INSTALLATION ANCHORAGE DETAILS m <o g E <� q NOTES: a F 8LL a 6 � Lu w D 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 71h EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). J Y rc 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. - J 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE 3 c 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 MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. Z 6 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 3 u RUPP,FLORIDA P.E.VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO.19-0312. z 5, MATERIAL: Q 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-0ADE NOA. 5.2. REINFORCEMENT: i c!) N m u5 5.2.1. GALVANIZED STEEL TUBE(0.730"X 0.434"X 0.06°THICK,Fy=30-50 ksl&Fu=37.5-68.7 ksl)-SASH PERIMETER uj 2 z >m Fl 5.2,2. GALVANIZED STEEL TUBE(0.935'X 0.730°X 0.05"THICK,Fy=3050 ksi&Fu=37.558.7 ksi)-FIXED MEETING RAIL :3 a a o m w z 5.2.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA.INC.PER CURRENT MIAMI-DADE NOA. IL(D_j m F L g=O 6. GLAZING: Vzco x z 6.1. GLAZING DETAIL AS TESTED: W 5 V R J 4 E N 6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. w O 8.1.2. GLASS THICKNESS:(1)LITE OF 1/8'NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. W o J pe 6.1.3. LAMINATED LITE:(2)LTTES OF 118"NOMINAL ANNEALED GLASS SEPARATED BY A 0,090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. oo Z 62 LL b 6.1.4. SPACER TYPE/SIZE:7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). w > a 8 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, t o =? 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 �`s MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. y ,� 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCTAPPROVAL DOCUMENT. Ub• 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. m m m 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". - °a 9. FOR ANCHORING INTO CONCRETEWASONRY 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 Robert J.A.No.4 P.E. Florido P.E. ,%52 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. ........... �i 10.1. #12 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318'MINIMUM EMBEDMENT INTO SUBSTRATE TABLE OF CONTENTS ','-y�G Nor �.p WITH 718"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS No 49 S2 G 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 10 MINIMUM EMBEDMENT INTO SUBSTRATE WITH P 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) 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/TAPPINGISELF-DRILLING SCREWS) LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3W 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+A 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: 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.uodome you t°o slondn 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 2W1103.09 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY-117 PCF 9 COMPONENTS OrptrWlon oato07/2 212 0 2 5 13.4. METAL SUBSTRATE:STEEL 18GA(0,0428"),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. - By 13A.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 10 BILL OF MATERIALS&GLAZING DETAILS J < < m 33 63"MAX. ,, FRAME �74. SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW HEIGHT�� IDT�ME INSTALLATION INTO WOOD SUBSTRATE WOOD OR TAPPING -HEIGHT 32 _ 33" SCREWS)OR CONCRETE/MASONRY SUBSTRATE =m � -[F D.L.O.WIDTH - D.L.O.WIDTH 30 ' o 564 D.L. � �O. A B B 572 D.L.O.DLo (CONCRETE SCREWS) F op o m � � HEIGHT 4 4 4 HEIGHT a Q o i W Q N w 0 o 00 oW �� a.a.w o: J Y � J Meeting Rail o C D E 0 J o 5 X 5 ® 5 DETAIL 1 4"O.C.TYP. (SEE SHEET 5) N g g 4"O.C.TYP. 11Z"O.C.TYP. �_�0)� 6"O.C.TYP.—►{ A _ z� m J 6D IL °g wZ CLLu 00 # 4 B Z 7 W XU o N 4 4 4 3"TYP. mo o°o< - 8 M 35 z"SASH �� it J �z 1 ge� WIDTH o z< 14a'O.C. N >o SERIES 5405 VINYL XO-OX TYP. HORIZONTAL SLIDING WINDOW Q NW u WEEP HOLES: EXTERIOR VIEWwW m C 1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL a a m 2. 0.180"DIAMETER LOCATED V AND 1.5"FROM EACH END OF THE BOTTOM RAIL 8 �� $�� Robert J.A—so.P.E. 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK Flodda P.E.No.49752 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL Np '`ygldFSA�i,,' TRACK AA ILA A A A �gbkQ�tia�NsF�9Gs� 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 6 e b3o as s2 d. THE EXTERIOR SILL FACE SERIES 5405 VINYL XO-OX HORIZONTAL ; *= 6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW p 5trse$ w 7. 0.25"DIAMETER LOCATED MID$�PeAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE z- t WOOD AND CONCRETE/MASONRY SUBSTRATES %. S lip Nrt r INSTALLATION NOTES: ` DESIGN PRESSURE RATING(PSF) IMPACT RATING � 1. HEAD AND SILL ANCHORAGE THE SAME. +„ 2. JAMB ANCHORAGE SAME. +55.0/-55.0 LARGE MISSILE 3. +/_1"TOLERANCE ON ANCHOR LOCATION. IMPACT '`) 3.1. TAPCON MINIMUM SPACING IS 4"OC. PRODUCT REVISED 3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 4"OC. —pl Rhtnoci«iaa NO Na A 20-1103.09 ExpImtlon Dam0712212025 - miom oao Pmaoot ntm FRa E' ^ r SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW o m ` HEIGHT 7a"MAX FRAME INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR LL LL = 60S'ASii�= / ,WIDTH ;;w k m [FH5EIGHT 3r' 33" SELF-DRILLING SCREW) LL D.L.O.WIDTH D.L.O.WIDTH6 "D.L.O. A B B 57 2"D.L.O. <z a HEIGHT 4 4 4 HEIGHT a a E 0 o 0-1 s �p �¢ � w z J Y � � o O Meeting Rail o^ a n a O 5 X 5 ® 5 4"O.C.TYP. c�zd o DETAIL 1 4"O.C.TYP. z 2"O.C.TYP. 6"O.C.TYP. ¢ o oo (SEE SHEET 5) � 2'O.C.TYP. z x m<� Al 11 Z"O.C.TYP. 4" r ip r m EL J 11 1"O.C. EL z 6"O.C.TYP. A I I TYP. % K0 w=p / z Q Xz a 4 B moo o¢ o�8m 4 4 4 3.TYP.� iro��z -$IR 352"SASH >z p J�O6z WIDTH ` SERIES 5405 VINYL XO-OX yw HORIZONTAL SLIDING WINDOW X ® Ww $�wa WEEP HOLES: EXTERIOR VIEW 14 4"O.C. a x LL m� TYP. E - 1. `0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL 6 8 Robert I.Arro obe tJ.Amo u¢o,P.E. n 2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL Ro �� �� .t ritla n P.E ni.No.49752 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL TRACK c° No asss. o 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 7 * i yy 'g SERIES 5405 VINYL XO-OX HORIZONTAL THE EXTERIOR SILL FACE srAs�$. 6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW �R fiti oa,iov.'��wa� 7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE STEEL SUBSTRATES �� ~� _ INSTALLATION NOTES: DESIGN PRESSURE RATING(PSF) IMPACT RATING 1. HEAD AND SILL ANCHORAGE THE SAME. 2. JAMB ANCHORAGE SAME. LARGE MISSILE ti. 3. +/-1"TOLERANCE ON ANCHOR LOCATION. e +55.0/-55.0 IMPACT 3.1. SMS,TAPPING OR SELF-DRILLING SCREWS MINIMUM PRODUCT REVISED SPACING IS 2"OC. ew`ei�e� wHhm"Fweaa Noa-No. 20-1109.09 E�rmean Dora0712=025 Nion,w"ao e�ar<e eon Q Q Q � K � N N �2 O VERTICAL SECTION B VERTICAL SECTION p' VERTICAL SECTION =LL HEAD-COMPONENT ID HEAD-COMPONENT ID BEAD-COMPONENT ID W F N w o m o W� Wo cr hZ h N 1 1 17 a aE `go aW' c 17 17 w 0 41 4 �000 4 Y K �I 41 41 8 8 0 c LL 1 n 13 I I 13 z o ILJ/ 3 D I 15 I I 15 o Z 3 0 3B 26 El 16 g III II 4 20 5 a n �'20 5 9 t !0 .:w2p 21 2 20 oc d;I Q SEE GLAZING J SEE GLAZING SEE GLAZING m c9 w o_z R 21 SEE GLAZING 21 >~ o DETAIL 2, DETAIL 2. DETAIL 1, a n SHEET 10 SHEET 10 SHEET 10 SHEET 10 o o W S N e EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR �0 Z.6 J 9 = 21 21 N> �Ss 23 26 20 23 21 21 20 9 w a o m w 22 20 5 22 g 20 Tri N a LL 3BG 16 15 137 15 Roborl J.Amoroso,P.E. 1 LJ 16 16 I 16 Florida P.E.N..49752 itttfliiterq fJ 8 �O 18 4� bko 4952 18 0 S8 0n 0 96aE;$Zc � 17 18 3A 4 3A 4 r�I- .cl o a;;�4 p��• 16 3A 'rry ONA ��` . VEail RTICAL SECTION VERTICAL SECTION , VERTICAL SECTION SILL-COMPONENT D SILL-COMPONENT ID SILL-COMPONENT ID PRODUCT REVISED ..co g Codo�lh tho Florida NDA-No. 204103.09 Expiration Data 07/221202S -By MIaro1-0ada P-daat Coatrol a a SEE GLAZING N N DETAIL 1, m SHEET ,a 13 15 INTERIOR g 12 16 15 13 11 INTERIOR 10 9 7 KLL oLLm 51 w of oa o� a a ap a" w 2 O = ci Q a. o 3A w __ 52 J Y 21 20 ❑ 6 Lt- 1 20 6 � 3Z o c o Do 17 0 16 16 17 2° O z 0 ? a O 3 uj d ❑ ❑ d 21 0 SEE GLAZING <a No 36 1 13 14 15 DETAIL 2, 4 ?0 n F z m J 25 SHEET 10 y=aZLU EXTERIOR EXTERIOR EXTERIOR 7d IL 8Z01 JZ a(9wom M g x0 HORIZONTAL 19 HORIZONTAL HORIZONTAL O 0 0�0, ��8� SECTION SECTION SECTION N ZCJ ��M n OPERABLE LITE MEETING RAIL FIXED LITE N¢ JAMBS-COMPONENT ID JAMBS-COMPONENT ID JAMBS-COMPONENT ID W o �N �Uu1wm m0 amm 0 1 _ Robert J.Anomw.P.E. Florida P.E.No.49752 ' 4 Mo d9x52 �d' 3A pas`SIAM 0 3 B � � 1 DETAIL 1 i PRODUCT REVISED ..IIAIng IC.d.wiN th.Florid. MASTER FRAME CONSTRUCTION No„�,a. 20-1103.09 �plmtlon 0.4e0712212025 (SASH FRAME SIMILAR) 9y Mlam�a. u�ontro Q Q K K PROPERLY SECURED 1X 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 52 PROPERLY SECURED 1X o c m WOOD BUCK BY OTHERS 53 INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS (SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) m WOOD BUCK PROTECOD TION BY �{-1 1/2" MIN. #14 WS: i" MIN: EDGE DIST. OTHERS (SEE NOTE 3, SHEET 1) I I EDGE DIST, BY OTHERS ERS x LL o W v #12 WS: 7/8" MIN. EDGE DIST. v b SHEATHING (SEE NOTE 2, SHT. 1) o N a o m : CONCRETE BY OTHERSw F 1 1/2" MIN. BY OTHERS ;,. w w� w� a (SEE NOTE 2, SHT. 1) c v v o EMBEDMENT ? <Z ¢N S { EXTERIOR FINISH #14 WS: 1 1/2" MIN. EMBEDMENT a 0.O wo a. �: `Sw• 1/4" MAX. BY OTHERS - #12 WS: 1 3/8" MIN. EMBEDMENT �o � �w SHIM SPACE w EXTERIOR FINISH 1/4" MAX. J Y BY OTHERSSHIM SPACE _ PERIMETER CAULK �� w BY OTHERS PERIMETER CAULK o BY OTHERS 00 a m LL Q d zz ^ a P Q oF- Q P a V N J 93 2= V' Z y2 ZU1 mm �ELiL uZ }Fwoo cn WINDOW EXTERIOR INTERIOR EXTERIOR V�a X< y INTERIOR WINDOW N HEIGHT HEIGH a o o e� o�Jw $$ N ZC) oV o ANCHOR-TO-SUBSTRATE w 7¢ $ EDGE DISTANCES ARE o �w a 'A TYPICAL AND moo° a o n MEASURED TO BOTH D 3 a ILtJ n /) SIDES OF SUBSTRATE n LUI 4rJ� u Robort J.Amoroso,P.E. L1 R.,d.P.E.No 49752 �� N` pMES 4�ot PERIMETER CAULK DO DO 40��4��hNg¢DgG BY OTHERS 1/4" MAX. 1/4" MAX, Q4 e10 ds S2 1�P _SHIM SPACE PERIMETER CAULK SHIM SPACE *" , EXTERIOR FINISH 1 i�% BY u. � vaac. BY OTHERS 4ri.ini ieir #14 WS: 1 1/2" MIN. EMBEDMENT �9;. S7ASE$,• .w� —� #12 WS: 1 3/8" MIN. EMBEDMENT CONCRETE BY OTHERS— (SEEe c 1 1/2" MIN. ^� 'i� •aopta:p�� NOTE 2, SHT. 1) ,;' •�•o '° EMBEDMENT '. 4�"'StONAtl,�t EXTERIOR FINISH PROPERLY SECURED 1X--""" X BY OTHERS WOOD BUCK BY OTHERS SHEATHING 2X WOOD (SEE NOTE 3, SHT. 1) S OTHERS BY OTHERS WOOD BUCK PROTECTION 1/4" ITW TAPCON 53 1 1/2" MIN. BY BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR EDGE DIST. #14 WS: 1" MIN. EDGE DIST. (SEE NOTE 2, SHT. 1) #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X SHEET 1) WOOD BUCK BY OTHERS PR�mpr�with te.Fbed. #12 OR #14 WOOD SCREW err 192 52 (SEE NOTE 2, SHT. 1) A VERTICAL SECTION INSTALLATION ANCHOR Now ne 2o4103.09 CONCRETE SUBSTRATE Fxprmtro.oat.0712=025 �A� VERTICAL SECTION By l% WOOD SUBSTRATE MI.mFBad.Product Control l Q Q #14 SHEET METAL SCREW/SELF—DRILLING SCREW 54 N �; 3/4" MIN: INSTALLATION ANCHOR o o EDGE DIST. METAL SUBSTRATE (TYP.) BY OTHERS x LL o LL x p (SEE NOTE 2, SHT. 1) i-• k•� o ko m EXTERIOR FINISH O p N u a BY OTHERS W w o a Z s N_ �• 3 THREADS MIN. LL 00 'S.' o p ° EMBEDMENT BEYOND ooZ W INTERIOR WALL 1/4" MAX. w Al, rSHIM SPACE. Y PERIMETER CAULK J rn m BY OTHERS D� r o 0 0 LL (� INSTALLATION NOTES: I Z Q L I 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: z O o 1J 1.1. WOOD FRAMING, g DANCHOR—TO—SUBSTRATE 1.2. STEEL STUD FRAMING, G EDGE DISTANCES ARE 1.3. ALUMINUM FRAMING,AND 3,� N TYPICAL AND IA. CONCRETE AND/OR MASONRY. Z��I. Oi MEASURED TO BOTH vi r z ar t m F SIDES OF SUBSTRATE 2• 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE a a N w z w z DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND y< n: CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT-OR ENGINEER OF RECORD. ti Lu_ ° WINDOW 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL w U Q Q U 4 HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEWASONRY SUBSTRATE,WHEN USED,1X 000 F O 22 m BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS o� w LL�r EXTERIOR THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE o z�' �a INTERIOR SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE N > 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" m dJ 2 i OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".6 ¢ a w x- 5. FOR ANCHORING INTO CONCRETEWASONRY USE 1/4'FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH n TO ACHIEVE A 1 1/2'MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1' a 1(J1 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.Amoroso,P.E. 1/4" MAX. ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. Rorida P.E.Na.49752 o SHIM SPACE 6.61 FOR ANCHORING FLATIHEA WOOD SCREWS WS WITH SUFFICIENT N FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING:T LENGTH TO ACHIEVE A 1 3/8'MINIMUM p���QK',CEEH-!Q&i PERIMETER CAULK ( ) :tyrr�\ BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR C:" F!o d9 2:. °d SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE+I-1'TOLERANCE. •�. 6.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM A". aYATE C7 k+ R#'F EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. - ANCHOR LOCATIONS HAVE+/-1'TOLERANCE. �i;•Js�ppj � •,'-. EXTERIOR FINISH n- 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' SCREW/SELF—DRILLING SCREW BYTOTHERSSTRATE TOLERANCE. INSTALLATION ANCHOR 54 (SEE NOTE 2, SHT. 1) 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. PRODUCT REVISED VERTICAL SECTION 9• PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH euneme�r8 rnb tb.Fb.fde N11:1'AL SUBSTRATE ASTM E2112. NOA-N". 20-1103.0E e.Fl�—Dete 0712312a25 NYvm eEo�D Pioduct�er,boT 2X WOOD 1/4" MAX. c o m FRAME BY OTHERS SHIM SPACE o a 1/4" MAX. SHIM SPACE -� (SEE NOTE 2, SHT. 1) -1 i/2" MIN. EMBEDMENT - CONCRETE o INTERIOR. SHIM AS REQUIRED 1" MIN. EMBEDMENT - MASONRY ` #14 WS: 1 '1/2" MIN. EMBEDMENT 53 1/4TW AN INSTALLATIONANCHORO o N o /j12 WS: 1 3/8° MIN. EMBEDMENT " I TPCO I A TI wz z w � r-N a 40 Q " 12 OR 14 WOOD SCREW �To Q 1 1/2"" MIN. EDGE DISTANCE - CONC. �o ° r� 52 U Q 2" MIN. EDGE DISTANCE - MASONRY w INSTALLATION ANCHOR �� d•yC—CONCRETE OR MASONRY �w #14 WS: 1" MIN. EDGE DIST. p0 Qp V BY OTHERS �O /)12 WS: 7/8" MIN, EDGE DIST. (SEE NOTE 2, SHT. 1) 00 o LL PROPERLY SECURED 1X zcxi �_°m WOOD BUCK BY OTHERS PROPERLY SECURED iX 7,L is p WOOD BUCK BY OTHERS ° ;:;;?:yt,• . O ta' (SEE NOTE 3, SHT. 1) Ow 3 (SEE NOTE 2, SHE 1) r: v• WOOD BUCK PROTECTION BY > SHEATHING EXTERIOR OTHERS (SEE NOTE 3, SHEET 1) 3�CD BY OTHERS O EXTERIOR FINISH z r m EXTERIOR FINISHJ PERIMETER CAULK PERIMETER CAU BY OTHERS -j a i-<a aw 3 w Z BY OTHERS BY OTHERS BY OTHERS ss yy w 8 1 VERTICAL SECTION w L)<�z .NE WOOD SUBSTRATE ANCHOR—TO—SUBSTRATE 0 O U 00 8 EDGE DISTANCES ARE j� VECO ICC�MASONRYON $ > $ry TYPICAL AND SUBSTRATE o eJ ii MEASURED TO BOTH ' >P - § 1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE cuJ, INTERIOR SHIM AS REQUIRE w z %V0. #14 SHEET METAL w o y} SCREW/SELF-DRILLING SCREW n LL INSTALLATION ANCHOR Robert J.A....•P.E. Florida P.E.No.49752 0 3/4"Q MIN. Y%jainit EDGE DIST. (TYP.) LOWER SASH JATVIBS �aMEs'q" SHOWN.SIMILAR INSTALLATION FOR 'c° No'a5xs2 "o p 3 THREADS MIN. UPPER FIXED LITE JAMBS. EMBEDMENT BEYOND INTERIOR WALL 90t,SYRT@ S Q METAL SUBSTRATE B (SEE NOTE 2, SHT ;)OTHERS d EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY OTHERS PRODUCT REVISED as complMawith No Flarlda VERTICAL SECTION NONff, 213-11103.0s METAL SUBSTRATE E.>plmtlon Da to 07/2 212 0 2 5 BY •-Y,7, ' fAlam a e uet Cones MAIN FRAME SASH STOP FRAME O WHITE RIGID PVC O COVER ® POCKET COVER ® POCKET COVER POCKET INSERT o TYP.WALL TICKNESS 0.070" WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC ® WHITE RIGID PVC N g I -4.170 TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL q THICKNESS 0.070" N 0.315" F�" xm oLL =v 2.730" t.o7a t.o7a o.eso o N u a o m 0.565' w w z=' w o S - 1.400' "T� t.e7e a79 t.tzs off, "o a V F w a0 W 1.635• a o 3.250" _ 7 w � J Y GLAZING BEAD STOP GLAZING BEAD STOP Ili iPOST MULLION/MED SASH FRAME GLAZING BEAD STOP/SASH FV(ED LITE BEAD AND IAMBS FMD LITF MMTING RAIL MEETING RAIL ® 9U WHITE RIGID PVC O5 WHITE RIGID PVC 6 WHITE RIGID PVC WHITE RIGID PVC O 7 WHITE RIGID PVC TYP.WALL TICKNESS 0.055" o g TYP.WALL TICKNESS 0.070" TYP.WALL TICKNESS 0.060" TYP.WALL THICKNESS 0.070" 0 a o w TYP.WALL THICKNESS 0.066" 0 s!3 o z t.osta � Nll 0.691• 1.656' 1.000" OxmQ 0.747 17 �-�1.530" CL w J 0.747 2.zt1--I N=Q- Y m Z 3 u d C7w 00 GLAZING LIFTRAII,HANDLE INTERLOCK COVER HURRICANE w w o 0 a o o N 4 1 C WHITE RIGID PVC 1 1 WHITE RIGID PVC © SASH COVER 41 TILT LATCH W°�xx d o em o >'TYP.WALL THICKNESS 0.055" TYP.WALL THICKNESS 0.075" WHITE RIGID PVC STEEL-ZINC COATED o z 0.305 TYP.WALL TICKNESS 0.065" S 013" � 0.914' � o.zea 11.176 0.697" - tit I " W a o e a IT --+►r----1.722" 0.323" N 0.345" w t.ssz 0.205° (n a m LL �. a 0.377" 0.709° Robert J.Amoroso,P.E. 0.166• �j� Florida P.E.No.49752 0.377" T " 226 %��"C yG EENgD9r�i 0.669" OREINFORCEMENT O REINFORCEMENT 0 0,803" 1.06T 13 4 r9•' 9TATE O• :�!ti. STEEL STEEL 1.o1z" 4709" TYP.WALL TYP.WALL '�iSStgNAt E �`'` r�trnnt�@�� THICKNESS 0.06" THICKNESS 0.05" 0.544' 0.157• J 0.434" 0.730° 0.437'(TYP) �f--0.730" U�--►{-0.935° I PRODUCT REV I9ED eun`atna�.o'a wim u.FwNa. MCA-N. 20-1103.09 upimu-Row 0 7/2 212 0 2 5 By ;f Nlvm .ao-Co v�w ...................................................................................._._.........................---_._....._.............................................__............................................................._..........................-....................................................._......._....__.. 4 Q 4 Series 5405 XO Horizontal Slider/Bill of Material - ¢ Item No.I Description Part Numbers IS.Pplier Material or Note o m Frame Com onents 1 Master Frame IVWhite 1060/7780 Energl l Royal White PVC(2) o N 2 Sash Stop Frame Cover Head IV White 107017736 EnergllRoyal White PVC(2} om 3A Pocket Cover IV White 1073 17724 EnerofIRo al White PVC(2) 1/2 GLASS BITE o �' 3B PockolCover IV White 177617739 EneriIRoyal White PVC(2) an 4 Pocket Insert IV White 1079l7737 Ener 1IRo al White PVC 2) '�O 7/$"O.A.LAMINATED GLASS c~i o N ='G pa 5_ Glazier Bead Fixed IV White 110317726____ EnergllRoyai white PVC(z}__ CONSISTING OF:EXTERIOR 6 Glazln Bead Fixed Section NWhite1080f7763 Ener 1fRo at While PVC a Q INTERIOR o ` N _ 7_ Tat Mullion Fiked__section-.._._....__._..___._... - IV Whito106317735_ EnorgllRoyal White PVC _ \ LAMINATED GLASS-(2)NOMINAL I/8" n .o " 8 Sash Frame(Operating Sash NWhite 128217 Ener ilRo al White PVC 2 pa F Li °o a I] `o 9 Giazin Bead StopO emtin Sash 1Vents iV White 106717745 Ene 1I Ra at Wli to PVC 2 1 ANNEALED GLASS W/0.090" D Lu to Giazin Llhmi]Handle O eratin Sash!Vent NWhite106817747 Energl/Ro ai WhilePVC z \ KURARAY AMERICA INC.TROSIFOL a 11 Interlock Cover(OpemBng Sashyt Vem _.................................__IV White 1180f7727 EngIIIIRoyal _ White PVC(2y-- -- 12 Sash Cover(Operating Sash)1 Vent IV White 1078(7725 Energl I Royal Whit. 7/16,'e PVC(2) -. AIRSPACE W/ Reinforcement - I STAINLESS STEEL SPACER(TYPE J 13 O staling SashfReintorcement ST•226.744-0.052 H mdeMetaLs .06"Galy.1 SS-D INTERIOR 118 TEMPERED 14-Impost Mullion lFixed.Meeting_RaOl.fteinforcement ST-888.168-0.062 _ HyBrade Metals_ ..OS"Galv.111_— — GLASS s, o / ),IN n 16 #Bx618"Tek!Reinforcement Fastener 117595 GLF Corporation $ Wealhcrsld in O O tfi 210x.3o0_Fm Seal Pocket Cover 1107317724 W23303NW0000____ Ultm-Fab �'-- �•/ z� —__._..._.... ._...._.._.. GLAZING DETAIL 1 3 U) - 16 .210x.300FinSealPocketCover1107317724 W23303NW000D Uitm-Fab EXTERIOR o LL 16 .210 x.300 Fin Seal Impost Mullion 11063 f 7735 W23303NW0000 Ultra-Fab OPERATING .SASH JAMB SHOWN. o w 17 .187 x.300 Fin Seal Interlock Cover 11180/7727 W23301NW000O Uitm•Fab } JQ 17 .1 8T x.300 Fin Seal Interlock C over(Top IBlocks 01 W 111B7727 W23301NOGOO Ultra-Fab 8 - SAME AT HEAD AND SILL. a ,� 17 .187 x,300 Fin Seal Sash Frame I128217750I Energl_ _ W23301NW0000 Ultra-Fab - Z S m I Z 17_.187x Xil)Fin Seal Sash Frame I1282(7750/Exterior Top-___W23301NWo000 �Ultm-Fab t9 r- y 19 .210 x.220 Fin seal Sash Frame 11282177601 Exterior Base W23223NW0000 Ultra-Fab Eli= 19 .270 x.220 Fin Seal sash Frame 1 Sin le Leg Screen Frame W112257W0000 Ultra-Fob (L CL O w t Z} Glazing a-w W O'0 S w 20 Wet Glaze(Operating Sash!(Fixed Section) 552 Sikallex Black Sika US U N g= 21 E366 2.7mm 10.9.0 PUB Intedayer IG_ Hurricane Laminate Impact Cardinal _ W U p a Q 22 Glass SettingBlocks Fixed Base 2NB-8K-0.125.032.06d Frank Lowe i U o 23 Glass.Setting_Bbcks Sash - ____2NB-8_K-0_.12_5-0_28.028•• _ Frank Lowe wOF OQ _ �� 4 24 ENDUR IGwith XL Edge SS Spacer(SSA TYPE Cardinal Stainless Steel .) o Z g $o Screen Components notallcom orents ID'ed in section views) INTERIOR N -L,_ won= 25 Sinq Leg Fmme New Whit. 06516NEW792 Shopes Unlimited `5• O 6 26 Double Le Frame New White Ofi615NEW192 Sha es Unlimited 27 Tension Springs........................._.._.___....._._.___......_.._...._.._._. 2584 Adept ( `g, N S 28 Fiberglass Screen Cloth Charooal l2o"x 600' 3002608 Phi[er ZO I w ro u b w 39 Seroen S lino H 1W EX-FLX-016543K Im erial Plastic USA ...::::::_.(III-._..__.t_....._..-_.—._..._._l.- W r1 Q yam,n, 30 AluminumComerKo s CK252X260 H mdoMetal. I 1 1/2" GLASS BITE �' 31 Screen Clip Clear H3150 Product Design ai Misc.Components,Hardware and Hardware Fasteners(not all components ID'ed in section views) EXTERIOR \ _ ___ / ________ __ - 32 Weep Hole CoverWhh H e -808WHZ Product Deslyn \ i i - ..... .....1... 33 Stainless Steel Ball Bearing Rollers WR03-R3 Product Design // I Riend J.A.No.4 P.E. 34 Black Glazln Ta a 1/8 x 318 x 85'Fixed Secton VEN-VG- . _- 35 Interlock Cover(Operating Sash/Vent NH•66 Vinyl Cement RH Productsuqr, 36 LlDrail%,S' sWhito 00156•C001 S.LL.PIasOc 7/8"O.A.LAMINATED GLASS ,.��ti++,�INVES 4 N,,�, 37 salnlcsssmolSta Ies3f8x112Sash BEAsolio smithsta le 24 CONSISTING OF:EXTERIOR CtNp�'b% 38 30PP4248PS0S116 X1318X3Foam Block W0511022 Lintlenmo r LAMINATED GLASS- 2 NOMINAL :��. .Pie;49 52 1�G' 39 Hurricane Grade Spring_ GS025 James Spring Wire , 0090 *-,� NA O 1/8"ANNEALED GLASS W/ . ( yyy - 40 Accessory Pans lnstaliatiop Translucent - -_ ___ _--02-M%O15Q01OC2Npv_agard_Silicones I S.O;. t l 2StZti. Hurricane Tilt Latch ion Industries V 1057A-003 EW Vision i --+- -----------• - STATE _..._... ...----.-.--.-. — _.__._.._ ......_.— _...__-._ . KURARAY AMERICA INC.42 Safe Seal Lack 3220SS-003•EW Vision Industries43 I$afe Seal Keeper I 34 ustries TROSIFOL INTERLAYER,7/16" 44 #84 5 8It 0. 0 Flat Wafer Shoulder/Sash/Hurricane Latch 1371 03•EW GLF CorVision domtion -4�, Sl AIRSPACE WI STAINLESS STEEL ,,LaivAt.„ 45-#8x1114"Tekwhfts/Locks -__.__ SPACER(TYPE SS-D),INTERIOR 46_ #6xVTTeklNhkellte�ers_- _ 11682. GLF Corporation 1/8"TEMPERED GLASS 47 #6 x 1 114"TO Whde(im ost Mullion Reber 156180 ra o n GLF CorP. ._.tio -._.._............ __-__ ._._....._._...._ 48 48x3V2"Phil Pan HO SMS SaltSpray IImpost Mullion 120913 GLF Corporation 49 #0625 x 0.194 Washer l Impost Mullion 745030 GLF Co omtion 60 CAM WEITypo Sweep Lock Clips White 3220E GLF Der DmdDn GLAZING DETAIL 2 61 CAMT Typo Sweep Look 3220SS-003•EW Truth Hardwaro 52 Face Mounted Keeper ITruth Hardware I steel Installation Fasteners FIXED I UE HEAD SHOWN.SAME PRODUCT REVISED pl a wrN the Florlde 52 #12 OR#14 WOOD SCREW nm me stool AT SILL AND JAMBS. euna'I^9 d"a"a 53 1/4"ADVANCED THREADFORM TAPCON 11ta ITW Steel NOA-No. 20.1103.09 54 1914 SHEET METAL OR SELF-DRILLING SCREW I We I File stool i Bxpimiton DatoO7/2212025 (1)nygmdeMetali Sped fra tion:AISI 100510 3010,CS Type A and a,3aksi to Saks!Yield Strength,G40 Galvanized Lb (21 ENEPGI FENE1Tit4DON SOLUTIONS USA,INC.,PER CVRREMMIAMI•pADE NOTICE OF ACCEPTANCE(NOA). Mlaml-Da4o proEuct Control t