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HomeMy WebLinkAboutNotice of Acceptance ��� copy MIAMI=DARE 1iI:1\lI-DARE COUNTY ® CODE COMPLIANCE PRODUCT CONTROL SECTION p����++��pp. 11805 S\�1.26 Street.Room 208 DEPARTMENT OF REGI!LATORI' rc&. l rm,,,elt�dt ' Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION D1V1SIOi h.(.' " 15-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOffA .lb � „4vvvv.miamidade.zov/buildiog Regency Plus,Inc. DEC 0 1 2021 2000 Locust Gap Highway Mount Carmel,PA 17851 ST. Lucie County, Permitting SCOPE: This NOA is being issued tinder 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. I DESCRIPTION: Series "5405"White PVC Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No.RPLS0063,titled"Series 5405 Vinyl XO-OX Horizontal Sliding Window-LMI",sheets I through 10 of 10.dated 01/12/09, with revision L dated 10/20/20, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso. P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name bIr 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 termiriate this NOA. Failure to comply with anv section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Cowity, 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. s7lArttiQaoEcau�mr / NOA No.20-1103.09 ...® „ r". Expir,ation Date: July 22,2025 01/21/2021 Approval Date: January 21,2021 Page 1 I r i . I Regenev Plus, Inc. 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under j VOA 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: l Air Infiltration Test per FBC. TAS 202-94 P 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 20,1-94 5) Cyclic Wind Pressure Loading per FBC, TAIS 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 seriles 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 5111 Edition (2014), dated 03/31/15. with revision dated 09/01/15. and updated to the FBC 6` Edition (2017) with revision I dated 04/29/20, prepared by IPTC 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 I D. QUALITY ASSURANCE a 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 Interlavers" 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 I JI 1 Regency Plus,Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC 611 Edition (2017). and of no financial interest. dated May 15. 2020, prepared by PTC Produ Jt Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. 2. Proposal No. 19-031.2 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 PIL s, Inc. for their Series "5405" White PVC Horizontal Sliding Window — L.M.I., app oved on 10/11/18 and expiring on 07/22/20. i 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, wi h revision L dated 10/20/20, prepared by PTC Product Design Group. LLC, signed and sealed by Robert J. Amoruso, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 711 Edition (2020), and of no financial interest, dated 10/20/2020, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. G. OTHERS i 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 Zliao,P.E. Product Control Examiner NOA No.20-1103.09 Expiration Date: July 22,2025 approval Date: January 21,2021 E-2 a ¢ a REGENCY PLUS, INC. SERIES 5405 VINYL X®-®X HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT ?LL Ott , z N U 2 ro S � ~ O O INSTALLATION ANCHORAGE DETAILS NOTES: a o ° w 'u W 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7th EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). J Y 2. 2X WOOD FRAMING,IX 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. �E J 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE 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. O N u0 ; 4. THE PRODUCT SHOWN HEREINHAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203,SEE TEST REPORT NO.NCTL-110-22724-1,DATED 04127/20 BY NATIONAL CERTIFIED TESTING LABORATORIES,VORK,PA,SIGNED AND SEALED BY HAROLD s Elf RUPP,FLORIDA P.E.VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO.19-0312. Z y O 5. MATERIAL: Q -� 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA, = 5.2. REINFORCEMENT: —0 H 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, 0i= Z 5.2.2. GALVANIZED STEEL TUBE(0.935"X 0.730"X 0.05"THICK,.Fy=30-50 ksi&Fu=37.5-68.7 ksi)-FIXED MEETING RAIL O_a 0 rfJ w Z 5.2.3. LAMINATE GLASS INTERLAYER:TP,OSIFOL INTERLAYER BY KURARAY AMERICA.INC.PER CURRENT MIAMI•DADE NOA. a(D Li¢F >F-2 p0 6. GLAZING: Z�, x z I, 6.1. GLA7_1NG DETAIL AS TESTED: W V U 6 e 6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. W O d m 8 c 6.1.2. GLASS THICKNESS:(1)LITE OF 1/8"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR,, tr g J ni<3 6.1.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTEP.LAYER BY KURARAY AMERICA.INC. o � 0 6,1.4, SPACER TYPE/SIZE:7116"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE 83-D), j � 6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIY,A FLEX"552"BACKBEDDING WITH A SNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. 6.2. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER.GASKET MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. (n o i1 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. w �R,y9 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. N H 6M 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 1/4", Robert J.Amoruso,P.C. 9. FOR ANCHORING INTO CONCRETEIMASONRY USE 114"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 112"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT Florian P.E.No,49752 INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE,LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR,LOCATIONS HAVE+!•1"TOLERANCE. p+lpjplAES A���ih 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING ,��� S.•••""'••�O ' 10,1. #12 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE TABLE OF CONTENTS dtio0iva`. isE Gi/�i�N WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER,LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE I.V TOLERANCE. SHEET DESCRIPTION 10.2. #14 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"MINIMUM EMBEDMENT INTO SUBSTRATE WITH V MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS 1 NOTES STA,TT, O w SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+l-1"TOLERANCE. 2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS) I. FOR ANCHORING INTO METAL STRUCTURE USE Y.I4FLA1 HEA-.'ffEE'fML-TAL-OR SELF DRILLING-SCREWS(SMSTWITHSUFFI IENT— ---3 ELEVATIO(FAND ANCHOR PAYOUT-(SMSITAPPINGISELF=DRILLING-SCREWS) LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND ' MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 4 VERTICAL SECTIONS-COMPONENT ID DETAILS.ANCHOR LOCATIONS HAVE+/-I"TOLERANCE. - --- -- --------- ---- 5 HORIZONTAL SECTIONS-COMPONENT ID&FRAME CORNER CONSTRUCTION 12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE ACORP.OSION RESISTANT COATING 6 VERTICAL SECTIONS-WOOD AND CONCRETE/MASONRY SUBSTRATE ANCHORAGE 13, INSTALLATION ANCHORS SHELL D 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 euua'i��con wub mo Flcriao 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI NOA-., 20.1103.09 13.3. MASONRY-STRENGTH CONFORMANCE TO A.STM C-90.MEDIUM WEIGHT WITH DENSITY-117 PCF 9 COMPONENTS E.ylrn9on Ooro 07/2212025 13A. METAL SUBSTRATE:STEEL 18GA(0.0425'),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. I li%7 13.4.1. STEEL.SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 10 BILL OF MATERIALS&GLAZING DETAILS main+-oaao 6roeoct cones-' ¢ z — FRAME SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW N 74"MAX.FRAME ------------------------------------- --- EIGH WIDTH — — INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING 60"SASH w HEIGHT 32' 33" SCREWS) OR CONCRETE/MASONRY SUBSTRATE d D.L.O.WIDTH D.L.O.WIDTH k LL^ s 56 . m 4'D.L.O. A B B (CONCRETE SCREWS) o W 57"'D.L.O.D.L.O, °� y 4 0 HEIGHT i 4 4 4 HEIGHT a o~ W o a o D w r / r1 Meeting Rail o a zu M N 5 5 5 DETAIL 1 4"O.C.TYP.-J $o u z (SEE SHEET 5) ¢ 4"O.C.TYP. y o n O.C.TYP. m a� 6'O.C.TYP. --�- �- A j =Q zo> z m z I K - ai-w o0 3 A B B I z'aoz N 4 4 4 3"TYP.- 0o� 6z " 35 SASH Wog�z e WIDTH --- w o r N �z 1441"O.C. NO SERIES 5405 VINYL XO-OX TYP. HORIZONTAL SLIDING WINDOW x Q 1° jj N J WEEP HOLES: EXTERIOR VIEW T 8' B NW pK^ 1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL $ 8 40MLL 2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL �� �� Rcbcrt J.Amuruw,P.E. 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK Florda P.E.No,49752 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL Iv ��.•�i��nMEs ego,; - AA AA A TRACK Q ark A 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 6 a,e A No 94 THE EXTERIOR SILL FACE SERIES 5405 VINYL_XO-OX HORIZONTAL �*+\ a -- �9 a 6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW �90 Srn� 7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE - --- - -—- --- --_--_-- __ __ — _ _ _ _ WOOD AND_CONCRETEIMASONRY SUBSTRATES \g!Iss(oNA�� �s ----------- -- ------ -- 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, as complying with the Florida Bui lding Code NBA-No. 20•1103.09 explratlon Bar.0712212025 ®y ✓� ,....]-.ad. rotluo:eonere a � a � 63"MAX. N �' FRAME SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW o45 HEIGHT I, 74"MAX.FRAME — o 60"SASH WIDTH INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR d � j HEIGHT 32" _ 33" SELF-DRILLING SCREW) k °� '6 cp a D.L.O.WIDTH °0 w ro " w 56 4"D.L.O. A 7D.L.O.WIDTH B57 "D.L.O. a oo n oHEIGHT 4 4 HEIGHT d h a w :3p D v, s _® MIN /0 / o m .o Meeting Rail o o ZU f a O sa 5 5 ^�a C _ _ X D (� E — 4"O.C.TYP. c�z 4 5 DETAIL 1 4"O.C.TYP. o n (SEE SHEET 5) 2"O.C.TYP.--�. - 6"O.C.TYP. r- z :i 2"O.C.TYP.— I z= /�� 11 12"O.C.TYP. 4"O.C.TYP. r z O >m J 11"O.C. i Q o'a m z 6"O.C.TYP.—°� 7 TYP. a 0 w oo h - - - - f -�— --- / 1— v w x= W U¢ OZ q W J 4 4 �EB 3.,TYP.—I W WE-- Yz — -- 3 SASH.---- /� // O >z WIDTH r3 Qo mb`a a ®oSNa SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING_WINDOW - WW a WEEP HOLES: EXTERIOR VIEW 14 'O.C. TYP. y 0 E 1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL 6c 6 / Rcbert J.A--,P,[. 2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL / Honda P.E.N.,49752 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK �:�`�QS jPMEs�yo.,�• 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL ew ��OE"SF 9G% TRACK A i�i �4No #s2 *= 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 7 SERIES 5405 VINYL XO-OX HORIZONTAL .°µy� '° THE EXTERIOR SILL FACE a 9 hSTA Ed -- -- 6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW 7. 0.25"DIAMETERTOCA`i"ED MID SPAN AT-THE-EXTERIOR-SICCFACE-- --- - — EXTERIOR VIEW-ANCHORAGE STEEL SUBSTRATES INSTALLATION NOTES: DESIGN PRESSURE RATING(PSF) IMPACT RATING 1. HEAD AND SILL ANCHORAGE THE SAME. 2. JAMB ANCHORAGE SAME. +55.0/-55.0 LARGE MISSILE 3. +/-1"TOLERANCE ON ANCHOR LOCATION. IMPACT 3.1. SMS,TAPPING OR SELF-DRILLING SCREWS MINIMUM PRODUCT REVISED SPACING IS 2"OC. 211doim9lcnpdcwith tho Flo.+aa NO-N..- 20-1103.09 F..n1ra0on DMo 0712212026 By ? —m—R,v.oaaot contm z z N _ W l — VERTICAL SECTION VERTICAL SECTIQN �, VERTICAL SECTION § =m <LL = HCAD-COMPONENT ID IIEAD-COMPONENT ID HEAD-CUMPOIVENT ID o r o m w �� K4 w=� >f w 0 8 K Q Z 17 a O O 6 O D "� 17 1 17 1 Q-o ra cLw w w Q 41 4 =N= 4 Y 41 `41 '� s a e o N o � n n— 13 n �,o.Y� n D ` — 13 Q Q w , 15 15 E z Li 16 16 U I z w w u 5 �(^9 20 ` N� 0 20 5 'II 4J z m F N 26 y �20 21 j� 21 20 o_a N 0 m w z J _ _ SEE GLAZING SEE GLAZING SEE GLAZING ° 0 w o z h 21 EE GLAZING DETAIL 2, DETAIL 2, 21 DETAIL 1, v m DETAIL 1, SHEET 10 SHEET 10 SHEET 10 wo, dw Js E SHEET 10 w J F X 2•p`C JJ EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR �.LL Z� „9u_ 21 7K Hgt�S r 23 ore 2G � 21 21 \ 9 N119 20 \\ 23 20 w 4L e ¢9 22 20 -5 22 w 20 \I J w 13 9 = 13 ° 16 \ 15 17 15 f''y Robert J.AMOr ,P.C. \/��,�� III('�I1I � 1G1 III�-11'I 16 Flonaa P.E.No.49752 II IIIIII 8 kITs 18 N \ 33 4 CJ� 4 Nyo�T $2a�`s 1 7---15.. _ _�_ 3A.....`— - -- -— -- 3A 18 3A �— -- - --- — yii�i�ONAL p\ VERTICAL SECTION VERTICAL SECTION �, VERTICAL SECTION SILL-COMPONENT ID SILL-COMPONENT ID SILL-COMPONENT ID PRODUCT REVISED 0u0nmplyin with the Redd. ing code Non-Ne. 20.1103.09 E><piration orate 07/2212025 ey .7 Miam-Da a Prod..t C..trel LD LAZING 0 AIL 1,ET 10 13 ,5 INTERIOR 12 16 15 13 —_-- 11 0 INTERIOR 10 s 7 © 51 w °� Kin F z u F V 4 ww 52 Q1, r< q 21 20 — 6 p 20 8 ❑,� 3G o a 0 O t7 16 16 'I — 20 DO a 0 d p 21 01 Z O 36 SEE GLAZING 4 1 13 14 15 DETAIL 2, z�� ¢� N 25 SHEET 10 z W ,m1-7 EXTERIOR EXTERIOR EXTERIOR J rro Z --- w o o L U�� 1n HORIZONTAL 19 HORIZONTAL HORIZONTAL (Do� oz �qo� war xz SECTION _ SECTION SECTION z W °LL N , Z CJ l OPERABLE LITE �IEETWGR,RAIL FIXED LITEJAMBS-COMPONENT'ID JAMB -COMPONENT ID JANfBS-COMPONENT ID w wZ w 0 r, w— U,'�„'S'� 1 t9 0 \ r `\\ Robert J.A—u.,P.E. \ Flonda P.E.No.49752 I+�C df�NO 49 11,110, T 52*,� o , � 3A y9� AiE�tS �g@�11� /�A, gr � 1 �.JT L.S�L � � PRODUCT REVISED ,, omg lyo rj with tho Florida MASTER FRAME CONSTRUCTION NOA-No,C da20.1103.09 Expiration Oatr,07I22I2025 (SASH FRAME SIMILAR) Mo-I.,�.I.- z ¢ z PROPERLY SECURED 1X 1/4" ITW TAP CON #12 OR #14 WOOD SCREW�1 PROPERLY SECURED 1X N N WOOD BUCK BY OTHERS 53 INSTALLATION ANCHOR / o - rt SEE NOTE 3, SHT. 1 NSTALLATION ANCHOR WOOD BUCK BY OTHERS N ( ) (SEE NOTE 2, SHT. 1) 1 1/2" MIN. #14 NlS: 1" MIN. EDGE DIST. WOOD BUCK PROTECTION BY �- d �, _ EDGE DIST. 12 WS: 7 8" MIN. EDGE DIST 2X WOOD OTHERS SEE NOTE 3, SHEET 1 # / r-m _ ( ) � � � BY OTHERS —` i- SHEATHING (SEE NOTE 2, SHT. 1) CONCRETE BY OTHERS- �i o y u o M1 -` �\ 1B/2" MIN. BY OTHERS (SEE NOTE 2. SHT. 1) �....r''` EMBEDMENT EXTERIOR FINISH-- #14 WS 1 1/2" MIN. EMBEDMENT 0 d>.;•_ 1/4" MAX. BY OTHERS #12 WS. 1 3/8" MIN. EMBEDMENT w o w SHIM SPACE ul � EXTERIOR FINISH ^ /a" MAX. Y BY OTHERS SHIM SPACE PERIMETER CAULK--- BY OTHERS o d PERIMETER. CAULK- �0 o 0 Q BY OTHERS QO p 0 N o r L o Z z W4 o� o 2, J U r� .. ➢ F J In Q Z(n u m man a} 5 wZ aUw oz U to a:0 v/INDrpJ EXTERIOR TRIO E21 w C)a Q INTERIOR WINDOW 0 0 U o'j v'e HEIGHT w J X w ' i HEIGHT P,cl: >rg�}w oN Z0 5;0 ANCHOR-TO--SUBSTRATE w¢ tY EDGE DISTANCES ARE w 0 a [I pµ 11 TYPICAL AND _ L Q �J MEASURED TO BOTH Q J ~a LL SIDES OF SUBSTRATE III 1I Robert J,Amoruco,P.E. 11hJJJII11 Flonda P.E.Nu.A9i52 �� u� a�aINMESrlw�. PF..RIMETER CAULK_ `+ ,N BY OTHERS - 1/ MAX 1/4' MAX. .•���QK Ala max' ,.._ 4' %.,,yam-,xa-�E +Gilt CyNo 49 52 O SHIP.1 `;PACE LSHIM SPACE l �` $ ¢ PERIMETER CAULK `p��y K ®*' EXTERIOR FINISH BY OTHERS 5 1 2' "dlh EMBEDMENT BY OTHERS _ � tiy90 leE$ .fi ONCRETE 6Y OTHERS------".. � e `� 1 112" MIN. - -- 2 W.,. i / MIN. EMBEGMCIJT %��SS ONAtiE�Q`2. 4 V ..#I 3 8" (SEE NUTS L, SHT 1) lj ���' - LMr:Eli�-,T- EXTERIOR FINISH �• PROPERLY SECURED 1 X /� BY OTHERS a - WOOD BUCK C OTHERS `r _.------ ----------1. OOD (SEE NOTE 3, SHT. 1) / SHEATHING '�, ', 2X OTHERS WOOD BUCK PROTECTION-/ 1/4" ITW TAPCON 53 1 1/2 MIN. 6Y OTHERS BY BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR EDGE DIST. #14 WS: 1" MIL:. EDGE. DIST. (SEE NOTE 2, SHT. 1) SHEET 1) #12 W`S: 7/8" MIN. EDGE DIST, PROPERLY SECURED 1X PRODUCT REVISED WOOD BUCK BY OTHERS as complyl th tho Florida #12 IN #14 WOOD SCREW 52 (SEE NOTE 2, SHT. 1) NOA-Noc 20n�03.a9 A VERTICAL SECTION INSTALLATION ANCHOR Expiration Date 07/2212025 ONcllrr:sul3s'raArr VERTICAL SECTION By �p r a� �Vp1C_Al S'INIVI1: Miam acontrol Q 4 #14 SHEET METAL o SCREW/SELF-DRILLING ;CREW 54 3/4" MIN. INSTALLATION ANCHOR o EDGE DIST. -- METAL SUBSTRATE O (T'IP.) BY OTHERS (S O EE NOTE 2, SHT. 1) K $� EXTERIOR FINISH--.. W O o 2 4 0 n BY OTHERS "'j � rZ w� rig aiT1: 3 THREADS MIN. a = EMBEDMENT BEYOND w INTERIOR WALL 1/4" MAX. r SHIM SPACE PERIMETER CAULK-- i J Lu M BY OTHERS Qp O F o o O FJ rJ O ��II INSTALLATION NOTES: z Z a 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: z j � zz � ILIf 1.1- WOOD FRAMING, ANCHOR-TO-SUBSTRATE I 1.2. STEEL STUD FRAMING. }� EDGE DISTANCES ARE 1.3. ALUMINUM FRAMING,AND TYPICAL AND 1.4. CONCRETE AND/OP,MASONRY. Z=oD <Z uj MEASURED 70 BOTH tri= i=" m : SIDES OF SUBSTRATE 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE a d o w w z ---- DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE,FRAMING AND a< ¢ �< . Z CONCRETEWASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. U O z X " O WINDOW 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED.INSTALLATION ANCHORS WILL w U U O U 4 0 HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,IX w O d Q `'� BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS EXTERIOR INTERIOR. THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE N Z.;t JJc3 o d z° ®P SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE > g cis RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. vpco co ®� 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16" (ow a "' OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 114", w¢ id Viz;e, w W u �J 5. FOR ANCHORING INTO CONCRETE/MASONRY USE 114"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH N z TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1" IL11 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. Rahen J.Amor ,P.E. ANCHOR LOCATIONS HAVE+I-1"TOLERANCE. Flonaa P.E.No.4e752 o "� HIM SPA"-c t�puun� 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: - - - ♦s IP A - A 4 o � MES � PERIMETER CAOLK...... - _ 6.1. #12 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM `�0F�`w�GE NS6�:9f'rilpl,:" BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 718"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR s `% - _- —__ _ SPACING OF 2"OFJ CENTER.LDCATE ANCHORS AS SHOWN IN ELEVATIONS HND INSTALLATION DETAILS. � �*? -� ANCHOR LOCATIONS HAVE I.1"TOLERANCE. \\ :r 6.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM 'tv " III EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR ..9Q��.3LAt ET OPT ." [- '—-------------- l- SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. -- -- --'- 't - -- ------- ANCHOR-LOCATIONS.HAVE.+/-_S-TOLERANCE— .3/4" M1•11N. �- T. FOR ANCHORING INTO METAL STRUCTURE USE 914 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS EXTERIOR FINISH / \ 3 II-IREADS MIN. BY OTHERS- -EDGE DIST.- EMBEDMENT BEYOND] (SMS)WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL (IYP.) 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� ERS (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 PlYlne�tth tha.to ao A - - ASTM E2112. N.l._ 20-71D3.08 M8'I'AI.SIl13S'I"I2A"l E.pirollon Dato 07l2212025 6y �a. Miam otlo Pro uct Conttel a z 2X WOOD 1/"' MAX,. FRAME BY OTHERS HIM SPACE w o w (SEE NOTE 2, SHT. 1) \ 1/�1" MAX. SHIMSPACE- 1 1;2" MIPI. EMBEDMENT - CONCRETE INTERIOR SHIM AS REQUIRED, l QR \ 1" MIN. EMBEDMENT - MASONRY d 1f14 `A'S: 1 1/2" MIN. EMBEDMENT Ko' i- Tom J 53 1 4" ITW TAPCON INSTALLATION ANCHOR F-o Rd F r � ''12 'tVS: t 3/S" MIN. E"dBEUME JT / w o N o -L �7 of rZ Fry ' a /J2, -1 1/2'.,• MIN. EDGE DISTANCE - CONC. mt#12 OR #14 WOOD SCREW 52 o r- s2" MIN. EDGE DISTANCE - MASONI4Y =w `INSTALLATION ANCHOR' �_ 'm! �t� ..;V—CONCRETE OR MASONRY lf14 INS: 1" MIDI. EDGE DIST. ` o� 00 4 . BY OTHERS �w #12 WS: 7/8" MIN. EDGE DIST. i , nq - �n Q 4 (SEE NOTE 2, SHT. 1) y� 0 0 Ilu JI L� ILU��JI V' g O O l coo -PROPERLY SECURED 1X z z ° PROPERLY SECURED 1X- D - O WOOD BUCK BY OTHERS 5 WOOD BUCK, BY OTHERS y;. `� _' (SEE NOTE 3, SHT. 1) o F -(SEE NOTE 2, SHT, i) �a JJ d� \- o " _ WOOD BUCK PROTECTION BY J F SHEATHING- EXTERIOR / OTHERS (SEE NOTE 3, SHEET 1) m w� BY OTHERS z y m N ri `--EXTERIOR FINISH - -_'- <J m -' EXTERIOR FINISH - PERIMETER CAULK PERIMETER CAULK BY OTHERS o-o- O F F w z BY OTHERS BY OTHERS BY OTHERS a<w o 2 >—g =od U w r X y VERTICAL SECTION --- ---- W Q ° CK z 4 F.- WOODSURSTRATE ANCHOR-TO-SUBSTRATE VERTICAL SECTION w° dw EDGE DISTANCES ARE CONCRETE/MASONRY of o g J¢ TYPICAL AND SURSTRATE o z a z MEASURED TO BOTH 1/4" MAX. SHIM SPACE- -- SIDES OF SUBSTRATE_ oLu J,nLTJi0�3 SHIM AS REQUIRED wo a" u #14 SHEET METAL 54 SCREW/SELF-DRILLING SCREW INSTALLATION ANCHOR 11 I Rabad J.Amnruso,P.E. ._............_I... Honda P.E.No.49752 D EDGE DIST. (TrP.) LOVERSASHJAINIBS -;�,�� �pMES•q�b,��, SHOWN.SIMILAR �4Q v�OEWSE�9G�' INSTALLATION FOR �`* Nofla9 sz ma..��ii y [_ _�_ 3 THREADS MIN. UPPER FIXED LITE,IAMBS. �„* 1 rt��2J� II 0o EMBEDMENT BEYOND INFERIOR WALL 'O tOO r STA£O� d a '�-METAL SUBSTRATE BY OTHERS topQ ---- --- - -�--- - __{{- -- //� (SEF NOTE-2-, SHT-1)- -EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY OTHERS PRODUCT REVISED ° plyln with Na Florida auliaho co� T VERTICALNoMm.w 20.1'103.09 SECTION E.pl-tion Data OT/22/2025 METAL SUI3STRA11: By Mlami-Dario Pmduet C ntrol MAIN_FRAME SASH STOP FRAME a U WHITE RIGID PVC COVER PO(:KET COVI,I2 POCKY,'C COVER POCKET YNSEI2'C N o TYP.WALL TICKNESS 0,070" WHITE RIGID PVC �� WHITE RIGID PVC �WWHITE RIGID PVC WHITE RIGID PVC o 0 -4.170•- TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL TYP.WALL THICKNESS 0,070" o THICKNESS 0.070" e 03151, 1.0�- /3 2.730" v n _ o.eso w O o O F 1.400" � � 1.e�s----ii t.ere-� ��- � rW-z w 4`q rW- 1.635" --3.250" w GLAZING BEAD STOP GLAZING BEAD S'I'OP IMPOST MULLION/FLYED 8' SASH FRAME GLAZING BEAD STOP/SASH FIXED I.rrr..RF%D AND JAMRs FIXED LlFF MEETING RAIL MEETING RAH, G O WHITE RIGID PVC 5 WHITE RIGID PVC 6 WHITE RIGID PVC - WHITE RIGID PVC C� 7 WHITE RIGID PVC TYP.WALL TICKNESS 0,055" o 0 TYP.WALL THICKNESS 0.070" o TYP.WALL TICKNESS 0.070" TYP.WALL TICKNESS 0.060" TYP.WALL THICKNESS 0.066" 7 g a o 1.031 r/ r��' t z.lao �I 1.6yd56" �1 1.000" 0.329"--- C)LD iai t z o.ia� U5 T-4 O F- m m z J Q a N W w "' a(D 00 rif}f 5 S0. GLAZING UFTRAIL HANDIX INTERLOCK COVER HURRICANE w o g° J 1 C WHITE RIGID PVC 6� WHITE RIGID PVC 1? SASH COVER 41 TILT LATCH w X s TYP.WALL THICKNESS 0.055" TYP.WALL THICKNESS 0.075" WHITE RIGID PVC STEEL-ZINC COATED o L>- "�z TYP.WALL TICKNESS 0.065" ^ > $ o.3os d �-ir----�- - --0.697" 0.953" 0.914" U ..os„a 1n n n .. '� ._ - 0.176• w ¢ 9 I+ 1.722" w rF " Ex 0.345" I m 1.121" �- ----0.205" m° � on T I -0.377" 0.709" r3anort J.Amoroso P.E. 0.166"-J q7{- Florida P.E.No.49752 1.906" 2.260" - 5.622" �OtfQ�V`GENg��9G��., -- 0.669" )`� fo 62s*fie OREINFORCEMENT O REINFORCEMENT 0.603" 1.067' REINF l i STEEL 14 STEEL _ 1.012" O 0 0" '�i� �oAto?•`'.' --T-YP-WALL---- - - TYP:WALL nrnrrroa! -�-- THICKNESS 0,06" THICKNESS 0.05" 0,157"J-- 0.437"(TYP) 0.434" 0.730" 0.280"(TYP) 0.730" -�-0.935" PRODUCT REVISED plyyingg with the Fiorlda N NOI g COEC NOa-No. 20-1103.09 Eepimtton 0etn 0712212025 Miami-Dade Froduat ionlrof- Q 4 Q Series 5405 XO Horizontal Slider/BIII of MaterialCf o: Cr Item No. DescH tlon Part Numbers Supplier Material or Note Frame Cam onents 1 Master Frame IV While 106017780 Enor I/Ro ai White PVC 2 2 Sash Stop Frame Cover Head IV White 1070/7736 Energi I Royal White PVC(2) 3A Poe ETC-- IV White107317724 EnergiIRoyal White PVC(2) 1/2"GLASS BITE O z _ 3B Pocket Cover IV White 1776/7739 Envr)1Ro al White PVC(2) xj ^m i,d O 4 Pocket Insert IV whit.1079 17737 Ener i/Royal White PVC 2 '- (j 7/8"O.A.LAMINATED GLASS 1- :�o u- 5 Glazing Bead Fixed section IV White 1103 1 77 26 Ene 1!Royal White PVC 2 I'�I�\ O O iv x O^ h' w o ad r� 6 GlazingBead Fixed Section IV White 1080/7753 Ene IIRo al White PVC(2 CONSISTING OF:EXTERIOR INTERIOR 7 Impost Mullion Fixed Section IV Whit.106317735 EnergMoyat White •�. — •� LAMINATED GLASS-(2)NOMINALI/8" a ao 4`- 8 Sash Frame(O erP agog Sash) N White 128 2 1 7760 Energi f Royal White PVC{ZJ_ (I.11 `'� a Fnm.m 9 Waring Bead Stop(Operating Sash(Vents NWhRe1067/7745 Ene i/Ro al White PVC 2 C1..i« / ANNEALED GLASS W/0.090" 10 Glazing L'rfvallHandie(Operating sash(Vent IV White106817747 Ene URo al White 2 / KURARAY AMERICA INC.TROSIFOL w a 11 InterlockCovcr(Operating Sash/Vent IV White1t6017727 Ene llRo ai wnitvPvcl2) --- INTERLAYER,7/16"AIRSPACE W/ Y 12 Sash Cover(Operating Sash)I Vent N White 107817726 Energl I Royal White PVC(2) iJ 0 ring SashlRelniorcvment Reinforcement5T-226-144-0.052 H radvMetals .O6itePV ( �'/ STAINLESS STEEL SPACER(TYPE / SS-D),INTERIOR 1/8"TEMPERED 14 Ira ost Mullion Fixed Meeting Ral Reinforcement 5T-888.168.0.062 H mde Metals .OS"Galt'.1 o 15 It 6 x 518"Tok I Reinforcement Fastener 1117595 GLASS GLF Corporation \ —� O N o LL Weathers In '� // Z 6 O 16 210 x.300 Fin Seal Pocket Cover 1107317724 W23303NW0000 Ultra-Fab �/TT�7(�DETAIL 1 f�? 16 210 x.300 Fin Seal Pocket Cover 1107317724 W23303NW0000 Ultra-Fab GLAZING y`-' DE 1 AIL l �0 EXTERIOR 0=1 a 16 .210 x.log Fin Seal knpost Mullion 1106317735 W23303NW0000 URra-Fab o OPERATING SASH JATvII3 SHOWN. Z 4ow o 17 .187x.300 Fin Seal Interlock Cover 1116017727 W2330tNW0000 Ukr4•Fab ,1 y 17 .187x.30U Fin Sao[Interlock Cover To IBlockS/1180f7727 W23301NW0000 Ultra-Fab _ 8 `t SAME A T'HEAD AND SILL. 17 .187 X.300 Fin Seal Sash Frame 11282l7750 f Ene i W233o1NW0000 Ultra-Fab U=m Z 17 .187 x.300 Fin Seal Sash Frame 1128217750 I Exterior Top W2330INWODOO Ultra-Fab m 18 .210 x.220FIn Seal Sash Frame 11282177501 Exterior Base W23223NW000O Ultra-Fabvi= Z� rm Z 19 .270 x.220 Fin Seal Sash Frame ISingle Le screen Frame W112257W0000 Ultra-Feb J C-0. O V' € 7 Z J Glazin H 1 j Q �, t7 - 20 Wet Glaze(Operating Sash!Fixed Section 65z stka0ox Black Sika US U h W=1 e Of 21 E366 2.7mm f 0,9.0 PVB Inteda or IG Humicette Laminate Ira act Cardinal w q 9 22 Glass SettingBlocks Fixed Base 2NB-0K-0.126-032-064 Frank Lowe i - 4 C0 O U d LU 21 Glass Setting Blocks Sash Base 2NMK-0.125-028-028 Frank Lowe /�^Q UJ o F J` ' 24 ENDUR IG with XL Edge SS Space,(SS-D TYPE) - Cardinal Stainless Steel �_J \\ o 2E}z h tt`•' Screen Components(notall companents ID'ed in section views) / INTERIOR 25 Sn gFmmeNewWh@e 5 ry >Z OuJ- 00NW1 Frame New Whitt/ 56N9226 Double Lc JLL _ Sha es Unlimited m ®$o' 27 Tension Springs 12584 Adopt 28 Fiberglass Screen Cloth Chnmo81126"x 600' 3002606 Phder - I / W 29 screen S line H 1 EX-FLX-016543K Imperial Plastic USA 30 Aluminum Comer Keys ICK252X260 Hva rado Metals I IU( � a o m ITE 31 ScreenCli Clea H-3160 Product Design 1/2" GLAc� S Misc.Components,Hardware and Hardware Fasteners not all components 10'ed in section views EXTERIOR \ _-_ / a. - 32 Weep Hole Cover White H-808WHZ Product Des n \ Robert J.Amoroso,P.E. 33 stainless Steel Ball BearingDesign Rollers WR03-RS Product / • Flot(d-d P.E.No,43762 34 Black Glazing Tape 1/8 x 318 x 85(Fined Se_c8on) VEN-VG 12088 .......Industrial Sales d24 35 interlockCover(Operating sash)1Vent � HH-06 Vinyl Cement RH Products � N!E$36 LIRrall End Ca s White 00156-0001 s.LL•Plastic 7/8"O.A.LAMINATED GLASS _ - p��'(JA 49f, 37 Stalnlossstcclsta Ie..x1125nsh SEA80110 Smithsta le CONSISTING OF:EXTERIOR a �. -F'•.;?o% 38 30PP12-18P50-0116 X1 318 X 3 Foam Block W0511022 Llndenme r IZ 1 *? ot q LAMINATEDGLASS-(2)NOMINAL 34 Hurricane Grace Spring CS025 James Spring Wire 40 AcssoParts InstllationTanslucent o2-MXot60o10C2 NovaardSilicones ui 1/$"ANNEALED GLASS W/0.090" NV 41 ?W a ��* cane Tilt Latch 1067A-0034 V(sk, Industries KURARAYAMERICAINC. 42 ISafoSealLock 322OSS•003•EW Vision industries TROSIFOL INTERLAYER,7/16"43 ISafe Seal Keep 44—#•618z0:850Flat Wafer sho01der1 Sash'f Hgrrlcane Catch 8292d-003�EW GLF Vision Co doratian---ustries -- - - ----- __ AIRSPACE W/STAINLESS STEEL 45 #8 x 1 1/4"Tck White I Locks 120376 ELF Corporation SPACER(TYPE SS-D),INTERIOR rrr"pug+� �a--- 46 #6x1"TvkWhitc/Kee ore 116821 GLF Corporation 1/8"TEMPERED GLASS 47 #6.1 114"Tok White I Impost Mullion Reber 166180 GLF Corporation 48 #8 x 3112"Phil Pan HD SMs Salt Spray I Impost Mullion 120913 GLF Corporation 49 #O625 x 0.194 Washer I Impost Mullion 145030 GLF Corporation 50 #5x318"Tok I Screen Clips White 116118 GLF Corporation GLAZING DETAIL 2 51 CAM 7 a SweepLock 322055-003-EW Truth Hardware - T smol 62 Face Mounted Keeper ruth Hardware Installation Fasteners FIXED LITE HEAD SHOWN.SAME PRODUCT REVISED 62 #12 O n/a nla Steel 9u1�A1re ICeE with the Flodda R#14 WOOD SCREW SJ 1/4"ADVANCEDTHREADFORMTAPCON n/v ITW Steel AT SILL NCA-N,• 20-1103.09 54 414 SHEET METAL OR SELF•ORILLING SCREW 1111a ISteel E:DIrallon oats 0 712 212 0 2 5 (]I NyRWe McLls Spedflratlon:.11Ji.to rm0,CS Type A and 8,30 ksi to 50 ksi Yield Strength,GAO Galvanised Mlam oP�oductoontrol- t7I ENERGI FENESTRATION SOLUTIONS USA,INC.,PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE INCA).