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HomeMy WebLinkAboutNOA; Series 5405 White PVC Horizontal Sliding Window - LMIMIAMI-DARE MI—DADE:COUNTY Mass PRODUCT CONTROL SECTION 11865 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMICRESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786). 315-2599 NOTICE OF ACCEPTANCE: NOA www.miam►dade.gow/buiidme Regency Plus, Inc. 2000 Locust Gap Highway .Mount Carmel, PA 17851 o' c 'SCOPE: m This NOA_ is: being issued under the applicable rules and regulations. governing the use of construction S Z materials.: The documentation submitted has been -reviewed and accepted by Miami -Dade County RER- ICL u: 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 forquality assurance purposes-Afthis product or iiiaterial 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 tom' .66. fhe requirements. of the applicable building code. ... This product is approved as described herein and has been. designed to comply with the Florida:Building Code, including the High Velocity Hurricane Zone. ESCRIPTION-: Series 11540511 White PVC Horizontal Sliding. Window - L.M.I. APPROVAL DOCUMENT,: Drawing No. RPLS0063, titled :"Series.5405 Vinyl XO-OX Horizontal Sliding . Window =:LIMP', sheets 1 through 10 of 10, dated 6.1)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., be 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_perinanent label withthe: 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 aftera renewal application has been filed and therebas been no :change in the applicable, buildin2 code negatively affecting the performance of this _product. 'TERMINATION of .this NOA will occur after the expiration daie: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 maybe 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 E71 and E-2,2s:well as approval document mentioned above. The submitted documentation was reviewed by Sifang.Zhao, P.E. r MIAWWADE CO!U l NOA No.. 20-1103.09 ,. "fie Expiration Date: July 2.2, 2.025' 01 /21 /2021 Approval Date: January 21, 2021 Pagel Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .. . . 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's : ..: A. DRAWINGS 1. Manufacturer's die drawings: and sections. (Submitted under NOA No. 08-1210.12):. 2... Drawing No. RPLS0063, titled. "Impact, Series 5405.Horizontal Slider. Window", sheets 1 through 6:of 6, dated 11/26/08, with revision, J dated 01/08/18, prepared by PTC.Product Design Group, LLC, signed -and sealed by Robert J. Amoruso, P.E. . '(Submitted under ]VOA N6::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.T:est, 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 aril _installation diagram: of a white PVC. horizontal sliding window, prepared by National Certifzed.: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=2272441. dated 04/27/20, signed and sealed by J.ose h A. Reed, P.E. (Submitted under NOA No. 20-0526,03) CALCULATIONS Anchor verification calculations: and structural analysis; Complying with FBC 5tn Edition (2014); dated 03/311159.with revision dated.09/01,,115, and updated: to the FBC 6tb:Edition (2017) with revision 1 dated 04/2.9/20, prepared by PTC Product Design Y Group, LLC, si ned.and sealed b Robert,!. Amoruso, P.E.. .... .. g . (Submitted .under. NOA o. . . 2. Glazing complies 'with.ASTM E1300-04 .... . D. QUALITY ASSURANCE. L Miami-Dade:Department of Regulatory and Economic Resources (RER) E.: MATERIAL CERTIFICATIONS 1 Notice of Acce tance No.:19-0305.02 issued to Xurarqy America Inc. fortheir p "Trosifol® Ultraclear, Clear.and:Color. PVB Glass1nterlayers" 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, approyed,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, Inca NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS . 1: Statement letter of conformance, complying with FBC 6'n 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 L . Notice of Acceptance No. 18-091104, 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. DRAWIN 1. . Drawing No. RPLS0063, titled "Series 5405 Vinyl XO-OX Horizontal Sliding Window - LM17, sheets 1 through 1:0 of 10, dated 01 /12/09, with revision. I; dated 10/20/20, prepared by PTC'Product Design Group; LLC; signed and: sealed by Robert: : moruso, P.E. B. TESTS 1. None.::: C. CALCULATIONS 1. None. D:: QUALITY ASSURANCE L. Miami=Dade Departm' ' i 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,lric. for their Series _ "5405" White.PVC Horizontal Sliding Window — L.M.I., approved on 07/02/20 and expiring on 07/22125. Sifang Zhao, P.E. Product Control Examiner NOA No. 20-1103.09 Expiration .Date: July 22, 2025 . . Approval Date: January 21, 2021 ' K' 2 REGENCY. PLUS, INC,, SERIES 5405 VINYL XO-OX HORIZONTAL -SLIDING WINDOW LARGE MISSILE IMPACTS so w.. .. .. INSTALLATION ANCHORAGE DETAILS NOTES: ... .. . 1.. THE PRODUCT. SHOWN HEREIN IS (DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7lh EDITION 2020 FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 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 CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF:THEARCHITECT OR ENGINEER OF RECORD. _ _ "" - ' q. 3. 1X BUCK OVER CONCRETEJMASONRY IS OPTIONAL. WHEN.IX BUCK IS USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAMEAND 1X BUCK INTO CONCRETE/MASONRYSUBSTRATE. 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. ... • . 4. -THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201, TAS 202 ANDTAS 203. SEE TEST REPORT NO. NGTL-110-22724-1. DATED 04/27/20 BY NATIONAL CERTIFIED TESTING LABORATORIES, YORKPA, SIGNED AND SEALED BY HAROLD RUPP, FLORIDA P.E. VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO: 19-0312. - . .. - ..a a.. 5. MATERIAL: .. .... .. .... .... ... ... .. ... 5.1. FRAME: EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA, INC. PER CURRENT MIAMI-DADE NOA. .... .. .. . 5.2. REINFORCEMENT: .. ... 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) - SASHPERIMETER- . 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 .: .: .. . :5.2.3. LAMINATE GLASS INTERLAYER: TROSIFOL INTERLAYER BYKURARAY AMERICA, INC. PER CURRENT MIAMI-DADE NOA. 6: GLAZING: .... ..." .:.. .... ... .. 6.1. GLAZING DETAIL AS TESTED: 6.1.1. OVERALL: 718"NOMINAL INSULATING LAMINATED GLASS.- 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 6.1.3. . LAMINATEDLITE: (2) LITES OF 1/8" NOMINAL ANNEALED GLASS SEPARATED BY A 0:090".TROSIFOL INTERLAYER BY KURARAY AMERICA. INC. 6.1.4.. " SPACER TYPB/SIZE: W16" NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER (TYPE SS-O). 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. " 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 9Q S.HORE A DUROMETER. GASKET. MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE. 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS.SHOWN IN THIS PRODUCT APPROVAL' DOCUMENT, ' 7. � APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. . 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". 9. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4" FLAT HEAD TAPCONS (CS) WITH SUFFICIENT LENGTH TO ACHIEVE'A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE -WITH 1 1/2" MINIMUM EDGE DISTANCE AND V 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. ANCHOR LOCATIONS HAVE -1. 1" TOLERANCE. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCKUSE ONE OF THE FOLLOWING: - 10.1. #12 FLAT HEAD WOOD SCREWS (WS) WITH SUFFICIENT. LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT, INTO SUBSTRATE 'WITH 718" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR: SPACING OF 2":ON CENTER. LOCATE ANCHORS AS: , SHOWN IN ELEVATIONS AND INSTALLATION DETAICS.ANCHOR LOCATIONS HAVE+l. 1"TOLERANCE. ' 10:2: #14 FLATHEAD WOOD SCREWS ('WS):WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT -INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF 2" ON CENTER. LOCATE ANCHORS AS ... SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE+!- 1°TOLERANCE. - 11. FOR ANCHORING INTO METALSTRUCTURE USE #14 FLAT HEAD SHEET METAL OR'SELF DRILLING SCREWS (SMS) WITH SUFFICIENT LENGTHTO 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 DETAILS. ANCHOR LOCATIONS HAVE+A V TOLERANCE. 12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION. RESISTANT COATING 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALLNOT BE USED IN SUBSTRATES NTH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. - 13.1. . WOOD - MINIMUM SPECIFIC GRAVITY OF (G) 0.42 (NON-HVHZ) AND 0.55 (HVHZ) 13.2 - CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 13.3. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM "WEIGHT WITH DENSITY > 117 PCF - 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, TABLE OF CONTENTS SHEET DESCRIPTION 1 NOTES 2 ELEVATION AND ANCHOR LAYOUT (WS AND CS SCREWS) 3 ELEVATION AND ANCHOR LAYOUT (SMS/TAPPING/SELF-DRILLING. SCREWS) 4 VERTICAL SECTIONS -'COMPONENT ID 5 HORIZONTAL SECTIONS - COMPONENT ID & FRAME CORNER CONSTRUCTION 8 VERTICAL SECTIONS - WOOD AND CONCRETE/MASONRY SUBSTRATE ANCHORAGE 7 VERTICAL SECTIONS - METAL SUBSTRATE ANCHORAGE & INSTALLATION NOTES 8 HORIZONTAL SECTIONS -'WOOD, CONCRETE/MASONRY & METAL SUBSTRATE ANCHORAGE 9 COMPONENTS •10 BILL OF MATERIALS & GLAZING DETAILS x S2 x Q C). ofO J 1 W O.F2 x E in ~ N- z GaSz° n W w �R�LL O� Rafiert J. Amomw, P.E. Florida P.E. No. 49752 No PRODUCT REVISED g Cod. . IN tlFI.A4a tl.1I41. now-eio. 204110%09 E:.l..uo. o.t. 0712212025 mlarnw.a.•Pmd,,t C m SERIES 5405 VINYL XO=OX HORIZONTAL SLIDING WINDOW 74' MAX. FRAME 'MOTH INSTALLATION INTO WOOD SUBSTRATE (WOOD OR -TAPPING 60"sasH -HEIGHT 32" 33" .. SCREWS) OR.CONCRETE/MASONRY SUBSTRATE D.L.O. WIDTH D.L.O. WIDTH'- . .(CONCRETE: SCREWS) 56'4 D.L.O. A B B. 57'D:L.O. - HEIGHT 4 HEIGHT IUl ' eeiirig Rail 5 Qai 5 4 D.C. DETAIL 1TYR (SEE SH 5) EET _ :*'O.C. TYF w.. 11O.C: TYP. 6" O.C. TYP. A 6 .. / 4 4 4 35' SASH T TYP. -WIDTH 14 a' O.C. SERIES 5405 VINYL XO=OX : TYP. HORIZONTAL SLIDING WINDOW :. X. WEEP HOLES: EXTERIOR VIEW a, s D. 1. 0.25' WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL: 6 6 2. 0.18.0'':DIAMETER. LOCATED 1".AND 1.5" FROM. EACH END: OF THE BOTTOM RAIL:.:: /. 00 3. 0:875" WIDE BY. 0.375" HIGH.LOCATED.EACH END OF THE INTERIOR SILL.TRACK 4_. 1" WIDE BY 0.25" HIGH. LOCATED 1.26" FROM EACH END OF THE EXTERIOR SILL TRACK A 5. 1.25" WIDE BY 6.25" WITH, PLASTIC WEEP FLAP LOCATED 3" FROM EACH;END•OF 6 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 7. 0.25".DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE.: EXTERIOR. VIEW- ANCHORAGE WOOD AND CONCRETE/MASONRY SUBSTRATES DESIGN. PRESSURE: RATING (PSF) :. IMPACT RATING +55.0/-55.0 LARGE MISSILE IMPACT INSTALLATION NOTES: 1. HEAD AND SILLANCHORAGE THE SAME: 2. JAMB ANCHORAGE.SAME. 3. +/- 1" TOLERANCE ON ANCHOR LOCATION. .3.1. TAPCON MINIMUM SPACING IS 4" OC. .. 3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 4" OC. .,s,RE No. 49752 No IN RODUCT REVISED —complying with tho M lft ultding Wde O"o. 20.1103.09 xpUatlon gato07/22/2025 y ado Product Contro 63" MAX. o „ m � FRAME SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW HEIGHT 74.' MAX. FRAME so"SASH WIDTH.. INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR a HEIGHT 32" 33" SELF -DRILLING SCREW) ~o =o LL W O� D.L.O. WIDTH D.L.O. WIDTH:': " € 56 4" D.L.O.- q g. .:.: g 57 2` D.L.O. a¢ o Q w HEIGHT 4 4 4 HEIGHT a E H z a w o Meeting Rail o a y a Zo o 0 5 X D O 5 4" O.C. TYP. (7z t DETAIL 1 4" O.C. TYP, o< g o _. E I"O.C.T P. < J 2Y = m Q? —(SEE 5 2" D.C.00TYP 11 }' O.C. TYP. O.C. 4'` O.C. TYP. _ o F 6 O.C.� rcx 3z z . .0 .C: TYP. A a 7 0 N r� .A B o, oQ U 4 4 4 3...TYP. o b e .35 'SASH ��': //. N. � .z WIDTH o or �g SERIES 5465 VINYL XO-OX " WW X HORIZONTAL SLIDING WINDOW W w m 0 WEEP HOLES: EXTERIOR VIEW 14 4' O.C: TYP.. 0 E 1. 0.25".WIDE BY 0.25" HIGH LOCATED EACH END OF THE BOTTOM RAIL.: :. R"e"nJ. Amai"s". P.E. $ B/ 2. 0.180" DIAMETER LOCATED 1" AND 1.5".FROM EACH END OF THE BOTTOM. RAIL Fi"�tlaP.E.Na.49752 ��ppnnitp . 3. 0.875" WIDE BY 0.375" HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK . • P`•�Z �pMEs 4. -1" WIDE BY 0.25" HIGH LOCATED 1:25" FROM EACH END OF THE EXTERIOR SILL �� TRACKo- 5. 1.25" WIDE BY 0.25" WITH PLASTIC: WEEP FLAP LOCATED 3":FROM EACH END OF 7 THE EXTERIOR SILL FACE SERIES 5405 VINYL XO OX HORIZONTAL 6. 2.5" WIDE BY 0.375"HIGH LOCATED MIDSLIDING WINDOW .SPAN OF THE INTERIOR SILL TRACK a,°c� ••• .qa ;R••'c,` 7. 0.25" DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE _ - EXTERIOR VIEW -ANCHORAGE STEEL SUBSTRATES DESIGN PRESSURE RATING (PSF) IMPACT RATING +55.0�-55.0 LARGE MISSILE:: IMPACT INSTALLATION NOTES: -1. HEAD AND SILL ANCHORAGE THE SAME. 2. JAMB ANCHORAGE SAME. 3. +/- l" TOLERANCE ON ANCHOR LOCATION.. -. .. .: 3.1. SMS, TAPPING OR SELF -DRILLING SCREWS MINIMUM PRODUCT REVISED - - SPACING IS 2" OC. w oj; In a"eI. awkh tiro Florida :. HGA-Ho. 20.1163.09 ..: .. F'"'.a0"n 0,to 0712212025 ey VERTICAL SECTION HEAD COMPONENT ID: D VERTICAI: SECTION B ID: ,. VERTICAL SECTION o ~u o OJ �= �V LL - HEAD -COMPONENT HEAD - COMPONENT ID W Ho FZ as 3� o F-� rN .... .. ,� ... 17 rc a. QF ° O oQ 0... d ." .. 17 .- .. .. 17 1. ..; �Ej W w �W a 4 4 8 41 6 N 0 Q LJ Q I Q LJ LL j� 15 I� 19 Z v. ❑. 36 16 �J I I .... I _ ... 41 5 �J 9 �=maa 10 I I Zp 26 20 21 I I I: 21 20 U = a zp>m o t� .m F: z 21 SEE GLAZING :. DETAIL 1, SEE GLAZING DETAIL 2 SHEET..1.0 J SEE GLAZING 21 DETAIL. 2, 10 SEE. GLAZING DETAIL . 1, SHEET 10 a w } 0x oz xo 5 rp ... SHEET TO .SHEET •, W oa duw, EXTERIOR INTERIOR EXTERIOR INTERIOR- EXTERIOR INTERIOR �g� N =o o y 6 21: 21 �>. : .'.. ..'.'. ... 26 20' 23 .. .... 21 .. .. 23 21:.. 20 9 w _ � m o o b U 22 20 5 .2 20 5 N m aa�LL 13 3B 9 13 m 16 15 7 15 16 a171 n I I �.I Rladdn952 F P.E.E No a 8 33. ... .. .... 4' E=0 .. .. ... ... 0 59�. ESTATE, W� .17 18 3A 3A 18 3A q''SS�hini�NO�� )�T-C'LSFCT'ON A COMPONENT ID " VERTICAL SECTION � SILL - COMPONENT:ID .. - SECTION D �S�_c0�01�TI PRODUCT REVISED ao , Iying WIta the Florida . .. .... .: .. .. .:.: : .:.' 8uilding God, ' OAN N -o. 20-1103.09 - ... .. .. ... Eapintlon Data 07I2212025 8y J� Mlam a e ro uct ontro SEE GLAZING o . DETAIL 1,o SHEET 10 13 19 0 m 12. 16 15 13 i1 INTERIOR. o INTERIOR 10 9 .7 ... _m 51 o w .. .. .. .... ... ... o❑F zauc, r¢o � €o w . Z i ¢ a IN u 3A 52 : 2 q j 20 a y 5. 20 3z m .. .. O 17 .16 16 17. 2Q O0 0 J\ o N o LCL .. a ❑ ❑ d 21 : �. .. Z a o a Y _m 3B SEE GLAZING 4: 1 .. Z 13 14 15 DETAIL 2, 25 SHEET 10 _ z W IS EXTERIOR EXTERIOR:: EXTERIOR °a: aZ ..... 10Wpmo. 5 owe c� . U'.Ov dw QE HORIZONTAL HORIZONTAL HORIZONTAL Z 0 x F W �r XZ ciN s� C SECTION D SECTION E SECTION : j z0 �9 y .;� OPERABLE LITE . MEETING RAIL .: FIXED LITE . �< ,o g =- JAMBS -COMPONENT LD . _ . JAMBS -COMPONENT ID JAMBS - COMPONENT ID , .. W Z oWjy In Robert J. Amoruso, P.E. Flenda P.E. No. 49752 !A61E5 EtisF,:9Gm . 3A po�E' 8k` .. .: -. DETAIL I o PRODUCT REVISED s2n`amy cWoe0e th Me Florltla MASTER FRAME CONSTRUCTION Ro,-Ra 20-1103.09 . , _ _ EYptmllen 0aea 07/2212025 (SASH FRAME SIMILAR) b n . PROPERLY SECURED 1X #12:OR #14 WOOD -SCREW 52 'PROPERLY SECURED IX o' 1/4" ITW TAPCON WOOD BUCK .BY OTHERS 53 INSTALLATION. ANCHOR :INSTALLATION ANCHOR K By OTHERS g WOOD BUCK (SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) WOOD BUCK PROTECTION BY GE DI X d O a OTHERS (SEE NOTE 3, SHEET 1), E DIST. gy OTHERS $ ^ m ow 1.o 1- 1 2 MIN.. : #14 WS: 1' MIN EDGE DIST EDGE ST #12 WS: 7/8" MIN EDGE v SHEATHING (SEE NOTE 2, SHT. 1) v oN ua op CONCRETE BY OTHERS1/2"w o a u o PR E v 1 MIN. BY OTHERS SEE NOTE. 2, 'SHT. 1 '' v., .. .... .a v .. ..:v .... .. .... .. EXTERIOR FINISH .. a.. o EM EDMENT" " � i XTE 14"WS: 1 1 2° MIN. EMBEDMENT we o a. ,,..... aF aw "• 1/4" MAX: " BY OTHERS - #12 WS: 1� 3/8° MIN. -EMBEDMENT �w 5; SHIM SPACE EXTERIOR-FINISHI' " 1/4".MAX:.. BY: OTHERS I I SHIM SPACE. PERIMETER CAULK - .BY OTHERS.PERIMETER CAULK l .... L� BY .. .. o .. . OTHERS p o 0 o a' a a=;� z a . .. .. §z O ¢ o. .wa 2 co ¢ m ... ..... JQaNm�. V": }F o .. .. _ V gEn y WINDOW EXTERIOR INTERIOR EXTERIOR W a v 0< Q E HEIGHT' INTERIOR .. ... ... 'WINDOW (7. w A 8� HEIGHT � � � x w ; e� .. .. N >z c0 o = ANCHOR -TO -SUBSTRATE W 0 EDGE DISTANCES .ARE w p R o TYPICAL AND " y D MEASURED TO BOTH-* D a a m 4 A SIDES 'OF SUBSTRATE A Rabe Amor o P.E. .. :.: s FlariCe P E. No 49752 MES PERIMETER CAULK' . 0 BY OTHERS "-SHIM t/a' 1/4" cc� -, ro a91,12 :o; L - • yl J• }N} .. . .SHIM SPACE : " :SHIM SPACE * • ' _ .' « EXTERIOR FINISH "" :^i✓4" . .PERIMETER CAULK -(- ... -7- .. .. .a /v .. ..r,•„ i "" """" """ BY OTHERS .��{ T#74 WS: 1 1 2" MIN EMBEDMENT T BY OTHERS "^?'?•�:� .. #1 S WS: 1 3/8 MIN. EMBEDMENT 90��;(ATE;QrJ `2+u�: CONCRETE BY OTHERS---- a < 1 1 2" MIN. -" .. =� (SEE NOTE 2, SHT.. 1) r` a EMBEDMENT O��G e .. " EXTERIOR FINISH BY .OTHERS .. . . PROPERLY SECURED 1X .. WOOD 'BUCK BY'OTHERS OOD. (SEE NOTE 3, SHT. 1). - - - - .:. SHEATHING 2X. W 53 1. 1/2" MIN.... .. .. .. ... WOOD BUCK. PROTECTION 1/4" ITW TAPCON EDGE DIST. BY OTHERS (SEENOTE2, SHT. 1) BY OTHERS (SEE NOTE 3, . INSTALLATION ANCHOR #14 WS: 1" MIN: EDGE DIST. SHEET 1 #12-WS: 7/8" MIN...EDGE DIST: PROPERLY, 'SECURED' 1X ." PRODUCT REVISED # WOOD BUCK BY OTHERS ca °c�.wenmerteNa2 1 SCREW 2 STALLAT O E . SHT. ) eoarra 10-119J.o9 ON #14.WONDANOHOR 52 (SE NOTE 2 1 A VERTICAL SECTION e.Po-oaaenrw0712212929. corvcRETEsuasTRATB A VERTICAL SECTION. eY WOOD SUBSTRATE mid #14 SHEET METAL r SCREW/SELF—DRILLING SCREW 54. - � N N � 3/4' MIN. INSTALLATION ANCHOR """" "'" -"' '" '"""'" " EDGE ,DIST. "METAL SUBSTRATE BY OTHERS. .. ... .. . - W m EXTERIOR FINISH SEE NOTE 2, SHT. 1 (; : ) w r I LL O LL � " BY OTHERS" .. '_, '. .. - . 0. w� o. w .. .. .. .. .. .. .. .. 3 THREADS MIN. .. .. - .. .. .... .. .. ... .. a .O g r o d o r=' EMBEDMENT BEYOND. IL � — O w .. :fi'n ... INTERIOR WALL " - 1 /4" - MAX. - .. .. ... rSHIM SPACE PERIMETER CAULK BY OTHERS ai 3r o ... ... .. .. o Oz ? y o a INSTALLATION NOTES: .. .. 1. APPROVED S INCL HE.FOLL ROVED INSTALLATION SUBSTRATE INCLUDE T OWING — r g - LI V 1.1. WOODFRAMING, �._ ""� Z - A 0 - PANCHOR V —TO —SUBSTRATE EDGE DISTANCES ARE 1.2. 'STEEL STUD FRAMING, 1.3_ ALUMINUM. FRAMING, AND ¢ =g N� " TYPICAL' AND ,,:" 1:4. CONCRETE AND/OR MASONRY. " . ,� z ¢ z , v MEASURED TO BOTH as m m ' " "SIDES OF .SUBSTRATE 2:. - 2X WOOD FRAMING, 1X OR 2X WOOD BUCK, METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE J Q a ON � w Z DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND } � W O= .. ': CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. -. O .. ... ... .. .:.'. ..WINDOW .. .. 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHEN 1X BUCK IS USED, INSTALLATION ANCHORS WILL O rn w < 0 L) rz a e ' HEIGHT PASS THROUGH WINDOW FRAME AND 1X.BUCK INTO CONCRETEWASONRY SUBSTRATE. WHEN USED, 1X 5.66 d x .� y ti 8 BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TS I ". �'go LL y EXTERIOR .. .. INTERIOR .. .. . THE. RESPONSIBILITY OFTHE ARCHITECT OR ENGINEER OF RECORD. DISSIMILAR MATERIALS MUST BE Z � z • SEPARATED WITH APPROVED COATING OR MEMBRANE: SELECTION OF COATING OR MEMBRANEIS THE of - a RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. log 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" " ' am m cn W Jed Iz b V . .. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". WW gt Lj /� .. VmPm 5, " " . FOR ANCHORING INTO CONCRETFJMASONRY USE 1./4" FLAT HEAD TAPCONS (CS) WITH SUFFICIENT LENGTH N m " .... jj I4�II I II .. .. . TO ACHIEVE A'1 112- MINIMUM EMBEDMENT INTO CONCRETE WITH 1 112- MINIMUM EDGE DISTANCE AND 1" UM EMBEDMENT INTO MASONRY WITH 2 MINIMUM EDGE DISTANCE. LOCATE SHOWN ORS ASREQUIREIN 0 ll iJ . .:.. :. ". .. 1/4" MAX. .. ELEVATIONS AND INSTALLATION DETAIL5.4 MINIMUMS GCACENl'AIV .. .... SPACING -BETWEEN.... ADJ .. ... HORS REQUIRED. NC +- ANCHOR LOCATIONS HAVE / 1 TOLERANCE. RobertJ. Amoruso, P.E. Flori` 49752 " .. ' o " � q � SHIM SPACE 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: .. .. ;PME� fr ',♦♦♦♦♦ IN A4O - PERIMETER CAULK. - . - 6.1. 912 FLAT HEAD WOOD SCREWS (WS)-WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM , FQ:�,1GENSE.'::�G i .. BY OTHERS - EMBEDMENT INTO SUBSTRATE WITH 7/8" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR C; No ap 52 :OS _ SPACING OF 2° ON.CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. L _ H_ " .. .. 1 , ' - 6.2. 914 FLAT HEAD WOOD SCREWS WSL WITH SUFFICIENT LENGTH TO ACHIEVE 1 1/2" MINIMUM TE ,;4, : .. : .. • • " • . _ EMBEDMENT INTO SUBSTRATE WITH T' MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR •� SPACING OF 2° ON CENTER. LOCATE ANCHORS AS SHOWN.IN ELEVATIONS AND INSTALLATION.DETAILS. R .. ANCHOR LOCATIONS HAVE.-1- 1" TOLERANCE. .y< EXTERIOR FINISH ' 3/4" MIN. - 3 THREADS MIN. , : 7: _ . FOR ANCHORING INTO METAL STRUCTURE USE #14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS BY. OTHERS .. ' ...: EDGE DIST. EMBEDMENT. BEYOND : (SMS) WITH SUFFICIENT LENGTH TO,ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL; .. .. .. (TYP.) - . "- -: INTERIOR WALL. _ WITH 3/4" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF'2"ON CENTER. LOCATE #14 SHEEP METAL _ - ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE+!- 1" " - SCREW/SELF—DRILLING SCREW .. METAL SUBST_ RATE- TOLERANCE, INSTALLATION 54 BY OTHERS " .ANCHOR (SEE NOTE .2; . SHT. 1) : 8. INTERIOR.AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. . m SECTION 9• PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH -PRODUCT REVISED v�1oaeo eh eeo Florian . ..." -. ..� METAL Sll RSTRATE .. :. ASTM E2112. .. ... - .. .. .-.- .... .. 140�,. 20-1103.09 . .. ..: .:. ..: .... .. ... .. .. - - . - e:pimu, ogee 07/2212025 wiamwae. vmaoee eone.a f. 2X WOOD 1/4" MAX.. c a FRAME BY OTHERS -.SHIM SPACE (SEE NOTE 2, SHT. 1) .. ...: 1/4' MAX. SHIM SPACE-1 1/2" MIN. EMBEDMENT - CONCRETE o INTERIOR SHIM AS :REQUIRED 1 EMBEDMENT MASONRY " MIN 14 WS: 1 1 /2" MIN. EMBEDMENT 12 WS: 1 3/E" MIN. EMBEDMENT .. .' 53 .1 /4" ITW -TAPCON INSTALLATION ANCHOR o . w 'o R $ a o' H p a-� d� #12 OR #14 WOOD SCREW 52 �Q �d Q� zbmw 1 1/2"" MIN. EDGE DISTANCE-.CONC.. 2" MIN. EDGE DISTANCE - MASONRY aw INSTALLATION ANCHOR �� � NCR R — CONCRETE 0 MASONRY #14 WS: 1": MIN. EDGE DIST. -. o0 V... BY.OHERSw 12 WS: 7/8" MIN.. EDGE ,DIST. q p G Q (SEE NOTE 2, SHT. 1) 3 o a PROPERLY SECURED 1X �O = ° a W PROPERLY SECURED 1X WOOD BUCK BY OTHERS = t :j - B D B 2 O WOOD BUCK BY OTHERS, Q (SEE NOTE.3;'SHT. 1) z Z~ o (SEE NOTE 2, SHT. 1) „•,,;.,..> WOOD BUCK. .PROTECTION BY. Q.. ~ SHEATHING EXTERIOR OTHERS (SEE NOTE 3, SHEET 1) BY OTHERS ' . .. .. .. .. ?ZO 0 n r ai co EXTERIOR FINISH = � a z� >m z J EXTERIOR FINISH PERIMETER CAULK., PERIMETER CAULK BY OTHERS' J Q N w � BY.OTHERS BY. OTHERS :BY OTHERS.: a ¢ � g VERTICAL SECTION 'R'OODSUBSTRATE ANCHOR -TO -SUBSTRATE EDGE 'DISTANCES ARE' D VERTICAL SECTION coNcxEr>m+nsoNav w wo o W do x¢ ;4 E e" ' TYPICAL AND SUBSTRATE' a MEASURED:TO BOTH SIDES OF. SUBSTRATE > w uj o � � _1/4" MAX. SHIM SPACE INTERIOR SHIM AS REQUIRED (00 z 'o o 14 SHEET METAL y n " m 54 SCREW/SELF-DRILLING SCREW LL a INSTALLATION ANCHOR • . .. .. .. .. .. .... .. :.. '-' Robert J.Amaruso, P.E. Flonda P.E. No. 49752 �]70 U� 3/4" MIN. EDGE DIST. (TYP.) LOWER SASH JAMBS uumi `�a jpG1ES q'ji, %•`bEns SHOWN SIMILAR .`�?: 9'% �0 3 THRWS':MIN. INSTALLATION FOR UPPER FIXED LITE �e�e' 9$ZdI ' ... EMBEDMENT BEYOND INTERIOR WALL STATE :� Q METAL SUBSTRATE BY OTHERS (SEE NOTE 2, SHT. 1) EXTERIOR FINISH PERIMETER.CAULK BY OTHERS: BY OTHERS PRODUCT REVISED .... .. .. .. .. .... .. .. .. ... .. ... omplying with BNe Florida BUlldin9 Coda VERTICAL SECTION .... .... .. .. .. .. .. m. -Bo. 20•++o3.os .. METAL SUBSTRATE ... .. ..V.I. 07122/2025 Errpiraflon D r _� " By Rlamwaae Produdl control O WHIITIE RIGID PVC VC TYP: WALL TICKNESS 0.070" a 170" .. 2.730" .: .. 1.400". .. L! 17ai �5.- O SASH STOP FRAME WHITE RIGID.P.VC TYP. WALL THICKNESS 0.07Q". 0.315" .. LL 0.565 .. ■T .. T .. .... .......,.wGLAZING ®: POCKET COVER WHITE RIGID; PVC: TYP. WALL THICKNESS �0.070" .. 07a .. f--l.a ] .:.. ® POCKET COVER WHITE RIGID PVC TYP. WALL THICKNESS 0:070" .07a IIh` ��-�- t POCKET INSERT 4 .WH V WHITE RIGID PVC TYP. WALL THICKNESS THI 0.070" .. o.aJo .. .. .123 m .o, w a a.63 m c . . a LL O w a 3 w E o n w o 19 BEAD STOP FLCEDLITEHE%DANDJAMOS. 5O WHITE RIGID PVC TYP. WALL TICKNESS 0.070" t.0J1 ... a .. .. :GLAZING BEAD STOP ,' FIXED LITE MEETING RAIL ©..- WHITE RIGID PVC TYP. WALL"TICKNESS 0.060" .. .. .. a 0.747' IMPOST MULLION/FIXED SASH FRAME ® WH ITE RIGID PVC TYP. WALL THICKNESS 0.070" 1.656" .. .. 1.00 0 � ---1.530" 'TOPISASH9]9 GLAZING BEAD _ yj 2 Q J 4 a W 3 0❑ z Z ❑ rn Z F- N �Z " ? �om o o MEETING RAIL .... WHITE RIGID PVC TYP. WALL THICKNESS 0.066" .: ..2.0eo .. .. 1250 .2.211 gO WHITE RIGID PVC TYP. WALL TICKNESS 0.055" .. 0.891" .. 0.329"--� m 01 W s a w Z GLAZING LIFTRAIL HANDLE 1 C WHITE RIGID PVC - TYP. WALL THICKNESS.0:055" 0:306^ 0 953" 1.121" INTERLOCK COVER 1 1 WHITE RIGID PVC .. TYP. WALL THICKNESS 0.075'.' 0.914" �+l - 1 f. 1.722" SASH COVER WHITE RIGID PVC TYP. WALL TICKNESS 0,065" 0.29e .. HURRICANE `11 TILT LATCH STEEL -ZINC COATED 76 0.1 0 0.323" J;�. 45 0 I 205" } w a lu ° I- 8 g o N 00 ° Z -> o w a N „p -^ s" m LL ' a a g `a m .. .. .:.- .. ." .. .... ..:. .'. .... .. ... .. ..... ' „' �J 0 166 T ... 0 ... ,106" 2.260" 5:622" 0 803" " " " 1 O87" 1.012" O . o.7oe" .70 0.157"� ftobetl J. Amaruso, P.E. Flo 52 .. +++�+ ,1AUE `:004P��'\GENSd��96iP��� "STATE S l`` .w` :��FfitoRtQ°v�=� ''.SSiit thmgNN+ .. 13 .. REINFORCEMENT STEEL TYP. WALL THICKNESS 0.06" .. ... .. 14 REINFORCEMENTS STEEL ". TYP. WALL. THICKNESS 0.05" ... .. I:_- mso,, (TYP) . ��-►4-0.730„ .. I . '. 0.437"(fYP) 0.730". .. .. .. I- -I ... ff-0.935„ .. '.: '.. .. ... .. .' .. '.:. ... .. .. - ":. .. .. PRODUCT REVISED oEo th t h o i lIrldo NOA-No. 20-1103.09 . - . .. .. ... ... .. ...>'J e><plmtlon Data 07122/2025 eY Nla-ml6ro ue�t Lronao(- .:: Series 5405X0 Horizontal Slider / Bill of Material - ¢� Item No. I Descriits " .: Part Numbers lSupplier .: ' Material or Note' 0 - Frame Com onents .. .. . - . .. c `r_ 1 Master Frame IVWhite 106017780 EnergiIRo al While PVC 2 o o ir m o 2 :Sash Stop Frame Cover Head N White 107017736 Energl I Royal White PVC (2) o JA Pocket Cover IV White 107317724 EnergiIRo al White PVC (2).1/2" GLASS BITE S " 3B Pocket Cover IV White 1776/7739 Ene LIRo al White PVC 2 � 4 Pocket Insert NWhim1079(7737 Ene l/Ro al •whtte'Pvc 2 Q 7/8"'O.A..LAMINATED GLASS �- �m m.m u- 5 Glazln Bead Fixed Section -' '; N Whim 1103/7726 Ener I LRo al White PVC 2 O CONSISTING OF: EXTERIOR w. o a Or r` 6 7 Glazing Bead Fixed.5ection Impost Mullion NWhIte 108017763 Ener i1Ro'al whxe Pvc z — N RIOR 'I TE .. w`✓ QZO w.Z Fixed section N White 106317735' Enc IIRoyal Whim PVC 2 _ NOMINAL 1/ LAMINATED GLASS (2) NOMI 8" 2 8 Sash Frame (Operating Sash IV White 1282/7750 - Ene 11Ro al White PVC 2 13 \ ANNEALED GLASS W/0.090" a o ao 9 Glazing,Bead Stop(Operating Sash !Vents NWhim 106717745 Eno I/Ro a� White PVC 2 / >o w to GlazingLlftrallHandlo O oratin sash)7Vont IVWhIte106817747 Enor I/Ro al whitePvc 2 KURARAY AMERICAINC,. TROSIFOL 11" IntedockCGver O eratin Sash /Vent .. IV White 1180 17727 ., Ene IMo al whitePvc 2 Whim PVC (2) .'' : � - ' INTERLAYER 7/16' AIRSPACE W/ 12 Sash Cover (Operating Sash)I Vent' . ' ' N White 107817725 : Enorgi I Royal Reinforcement :. / STAINLESS STEEL SPACER (TYPE 13 O rating Sash/Rolnforcement - ST-226-144.0952 - H radeMetals .O6"Galy. 1 - — S TRIO EMP S-D), INTERIOR R 1/8" T ERED 14 Im ost Mullion (Fixed Meeting Rail) Reinforcement ST-088-068-0.062 H mtle Metals .05" GaN. 1 GLASS 15 06x518"TekIReinforcement Fastener 1117595 GLF Corporation' o ao. LLO Weatheml ping i Jo a 16 .210 x.300 Fin Seal Packet Cover 1107317724 W23303NWOODO Ultra -Fab GLAZING DETAIL 1 3 m 16 .210 x-.300 Fin Seal Pocket Cover 11073/7724 W23303NW000 Ultra -Fab ah - EXTERIOR C7 3 w 16.210x-300FinSeallmpostMullionl106317735 W23303NW0000 mtraFah OPERATING SASH JAMB SHOWN. Z<a o 17 .187x.300Fin Seal interlockCoverI118017727 .: W2330INWODOO...: Ultra -Fab." .: .: - 8 ? 9W 17 .187x.300Fin Seal Interlock Cover (Top (Blocks1118017727 W2330INW000O - Ultra -Fab SAME AT HEAD'AND SILL. N 17 .187 x-300 Fin Seal Sash Frame 1128217750/Enorgl W2330INW000O : Ultra -Fab 2 co Z 17 .1B7 x.300 Fin seal Sash Frame 1128217750/Exterior To W23301 NW0000 Ultra -Feb - Z(.7 �ZQ>m I 18 210 x.220 Fin Seal Sash Frame /i 282177507Exterior Base W23223NW0000 Ultra -Fab � � � � � � � � � � - � � � - • � 7 = Z 19': 270 x.220 Fin Seal Sash Frame1 Single Leg Screen Frame 1WI12257WO000 Ultra -Feb - - - - ., - � EL 0- L9 £ .. Glazing : : ' (L (7 W O oe y 20 - Wet Glaze (Operating Sash) / Fixed Section - - - 552 SikaBez Black - Sika US - - - : : - - - } = 4 21 E366 2.7mm 10.9.0 PVB Interco er IG Hurdcane Laminate Impact Cardinal w U 22 Giass'Setting Blocks Fixed'Base 2N6-BK-0.125-032-064 Frank Lowe . ' . y ` \ 4 la d W � 2 E 23 .Glass SettingBlocks Sash Base 2N8.8K-0.125-028-028 Frank Lowe Stainless Steel .. ./ \ .. Ul o � o X N � 24 ENDUR IG with XL Ed o SS S acer SS-0 TYPE — Cardinal - components - / . INTERIOR - ZtL Screen Components (not all 10'ed in section views) / .. 5 N OJ 8 25 26 Singlo Leg Frame New White Double Leg Frame New White JOGS16NEW192 06515NEW192 Shapes Unlimited Shop.. Unlimited - - - N a 27 Tension Springs " " " " ZQ / -"' — m 28.. Fiberglass Screen Cloth Chamoall26" x 600' .. 2584 3002606 :. .. Adopt Phiter I m a - 29 Screen Spline H I - EX-FLX-0165-BK Imperial Plastic USA w o R a 30 Aluminum Comer Keys CK252X260 H rade Metals /2,i BITE to " 31 Screen ClipClear H-3150 . ProductDesi n _GLASS a .: Misc. Components, Hardware and Hardware Fasteners (note!! components ID'ed In section views .. � : .: ' : .: EXTERIOR 32 - Woop Holo Cover [The ..T^ H-808WHZ ..Product Design :. / ' 33 Stainless Steel Bail BearingRollers - WRO3-R3- :. T Product Desin - .'.:� •• \ : % Bond. P.E. Ne. 49752 34 Black GluingTape 118 x 318 x 85' Ftxed Section) VEN-VG-1208B Industrial Sales 35 36 Interlock Cover (Operating Sash)/Vent Ltitrall End Caps White HH-06Vin (Cement 00156-0001 RHProducts S.I.L. Plastic - 7/$" O.A. LAMINATED GLASSDAMES '. 24 CONSISTING OF: �QS�•.GE!/ •.,• 9�� SF'••.r/dFs 37 stateless steelsta inss16xt1zsash BEASOMO - - Smith Staple :. EXTERIOR . e.••�t -.0s 38 39 .. 30PP12-18PSD-9116XI318X3Foam Block - HurdconoGrade S do W0511022 es025 Lindenmoyr ,lames. do Wire .: - .. LAMINATED GLASS:- (2) NOMINAL 1/8"ANNEALED GLASS W/0.090':''tI �Q�7•':No 49752" � ' ;Q 40 AccessoryParts Installation Translucent 02-MX0150010C2 Nova and Silicones Hurricane Tilt Latch 1057A-0O3-EW Vision industries .KURARAYAMERICAINC. �91. STATA ,A,*-.-, See Seal 3220A4D33-W vision industries TROSIFOLINTERLAYER; 7/16" oflid:p Safe Seal Looker AIRSPACE WI STAINLESS STEEL ��aizS�ONA�1 11848x0.050 FlatWafer Shoulderl Sash l Hurricane Latch 137341 GLF Corporation .. -(TYPE rf #8x11/4"Tek WhiteILocks 120376 GLFCorporalmn SPACER SS-D), INTERIOR 06x1"Tek Whhe/KeesS116821 GLF Co oration :' i/8"TEMPEREDGLASS.06x1114" Tek Whim! Im ost MuOion Reber .. 156180: GLF Co ration 08 x 3112" Phil Pan HD SINS Salt Sra Iim ost Mullion ' 120913'" 'GLF Co oration00625 x 0.194 Washer l en st Mu6ion - 145030 GLF Corporation 60 0 5 x 3Al" Tek!Screen Clips White 116506 GLF Co eratien - 51 CAM T e Swee Lock 3220SS -0OJ-EW Truth Hardwam GLAZING DETAIL, 2 52 Face Mounted Kee er — Truth Hardware I Stest FIXED I ITE HEAD SHOWN. SAME ' PRODUCT REVISED Installation Fasteners pl g with he Florida 52 012 OR 014 WOOD SCREW - ": n1a - nla : : Steel AND,JAMB T SILL S. - 6aildlag soda 53 114" ADVANCED THREADFORM TAPCON nIa • . 11.. .... Steel _ . NO".. 20-1103.09 54 1014 SHEET METAL OR SELF -DRILLING SCREW Isle I Na I Steel E.lratlan uate 07/22/2025 i1)Nygrade Metals Spedncalian: AISI 2005 to 1010, CS Type Aand 6, 30 W to SOMi Yield Snengdy DCOGalvanlred _ ., „ ,•, ._ .. „ sy t , M r 1 (z)ENERGI FENESTRATION SOwTiONS USA, INC., PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE(NOA).