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HomeMy WebLinkAboutNOA; Series 5305 Tilt White PVC Double Hung Window - LMI1 MIAMI•DADE MiAMi-DARE COUNTY r ® L C'tWN n��'���� TCONTRO S �A 5 SW 26 Street, Room 208 . DEPART��IENT OF REGULATORY AND,t:CONO1tiI1C. i, Florida 33175-2�t74: BOARD AND CODE ADMINISTRATION DIVISION. STo C1E C�($ 90 . F (78ti) S15-2599 . �llr iti NOTICE,OF:ACCEPTANCE. NOA)raG9 v.4�'iamidaile:" 6v/buildin Regency Plus, Inc, 2006 Locust .Ga' Hi' hwa P g y mount Carmel, PA17851:. ;.;. . COPE: This: NOA, is: being, issued under the: applicable rules and: regulations governing : the use 'of construction materials. Tlie ;documentation,submitted• liar; -been reviewed and accepte&by Miami -Dade County RER• Product: Control Section to be':used in.Miami-Dade County and other`areas:where.alloyed by the Authority, IIaving Junsdiction (AHJ). ThisrNOA shall not. be'valid after.the expiration date, stated '6e1'oiv.. The Miami -Dade County Product Control' Section .(In Miami -Dade County) arid/ or the AHJ_ (in areas other than Miami=Dade County);reserve 'the right to have this product:or material tested fot;guahty assurance.puiposes,'If this product or material fails to perform in the accepted manner, the manuf rurer.will incur the%, expense of such testiag:and the AHJ: way- immediately revoke, modify; or suspend the use''of such product or"inaterial within'their jurisdiction: RER reserves.tlie right to revoke ;thts,'acceptance- if 'fit -is determined by Mialni=Dade, County •Product.'.Control Section that this produet or material fails to it eet the regtiireiiiefits, of-tlie' applicable'building coder This product is approvedas described herein andfias, been designed to- comply: with. the 41orida Building. Code.'ineludinu the Hi h Veloci Hurricane Zone::' ES.CRIPTION-,Senes."5305 TiIt":Whitc,PVC Double Hung Window:- L.M.I. APPROVAL DOCUMENT: Drawing No': RPLS0064, titled:"Series 5305 Tilt Double Hung impact :Vinyl Window"; sheets 1 througlr -10: of 10, dated al/12/09, with "revision: L. dated:10/20/20, prepared ,by PTC Product:I?estgl Group, LLC, signed aid sealed by Robert.J. An�oruso, P:E.,.beai ing the Miami. -A_ ade. County Product Control. Revi ion;stamp with.ahe Notice. o'f Acceptance' number and. expiration, date by the Miami'_ .Dade'C6tiiit '.PfodudtC6 troI Section.:.:... MISSILE:I:MPACT RATINGS Large and Small Missile Iin act Resistant :: .waf- ARELiNQ:Ea'cb unit shallbearapermj4bel ,stacturers iamqr logccity ate; serves;; and follow. 'ing statement`. ":Miami -Dade County: Product Control Approved", unless -otherwise noted herein.; RENEWAL 'of this NOA shall 6e-considered after a :renewal application asbeen- filed and tliere has been' no chin a >n the a licable- oildin code ne 'l, -e affect n the erfonnance of this product. ..... . f; _ ........ t? ... ...1? TERMINATION of this NOA. will occur after the, expiration date -or if there has, been a, revision or change in tlae.materials,: use; 'and/'orrnanufacturc'of tlic product or process. Misuse of this NOA its an eridotscincht' .... of any product. for sales, advertising or -any other pumosesahall aufomitically tecininate this NOA Failure to comply with any: section ofthis'NOA shall be cause,for te'niination andreimvalof NOA. . ADVERTISEMENT: The number: preceded by the words Mia mi-Dade County,. Florida, and followed: by the expiration date may be displayed in •advertising literature. If any 'pottion of the NOA is'displayed, then it: shall.be.done in its eptirety.. INSPECTiON:.A , copy : of this entire NOA shall. be provided to the. user by the manufacturer or its :.distributors. and shall' be available.for inspectionfat.the job site'at the request of the Building Official. This NOA revises-NOA No. 20-0,512.01 and consists of this page 1, evidence'pages E-i andE-2, as well as approval doculiient. mentioned above.: . ... Thesubmitted documentation was reviewed by Sifan'- Zhao, P.E.' NOA No:20;1103.08 Expiration Dater May OG, 2025 MIAMI-DADE COUNTY "' _ : \pproval Date:; January 21; 2021;' ., Page I : - . 0112.1/202:1:. ::. Rekency Plus;'Inc.: . NOTICE'OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBNITTTED UNDER PREVIOUS NOA's . A. DRAWINGS 1. :Maiiiifacturer's die drawings and sections. (Sitbmitted raider NOA No. 09-0122.05) 2.... ..D"rawing . No..:.RPLS066-4, titled...`-`S.eries :5305 .Tilt.. Double Hung. Impact 'Vinyl Window';: sheets I through 8 of 8; 'dated 0142/09; with revision J. dated 01/08/18, :prepared, by PTC :Product: Design Group,:. LC ; signed: and:;sealed' by, Robert: J. :Amoruso, P.E. B. TESTS: 1. Test reports on. 1) Air lnfiltration Test,:per FBC, TAS'202-94. 2) th iforin.Statie Air.Press -re Test, Loading: per. FBC, TAS 262-94 . :3) Wa'terResslance Test, per :FBC; TA9:202-94 4) .Large Mi§§Jle Impact Test- per. FBC;-TAS 20I -94 5) "Cyclic Wind Pressure. Loading per FBC, TAS 203-94 b).Forced Entry:Test,,,per FBC 241.1,.3.2.I;, aril TAS 202-9;4 , along with, marked -up drawings and installation, diagram of series 5305 tilt double hung vinyl. wijidow,,;prepared by National' Certified' TcstingLaboratories; Test: Report.: -No. TL-110-11422:2,.date.d. l0/02/08, with, revision dated 01/08/09, and addendum . letter dated 03/12/09, allsigned and sealed by Harold 1r Rupp, P.E. (Sr�b»rittetl under NOA. 09=0122.05). _ ... 2.. Test reports on: 1) Air Infiltration-Test,::per- FBC, TAS 202.94 ): Uniform Static Air Pressure Test, Loading per FBC; TAS 202-94 3)Water Resi"s"tance Test, per FBC; TAS 202-94 4) Large iVlissile lmpact Test per FBC, TAS 201:=94: 5),Cycltc, W�na Pressure Loading per FBC,'TA$ 203-94 6) Force&Entry Test;: per rBC 2411.3.2. L":" and TAS 202-9:4 along-;witli.marked-up drawing installation, diagram. of series.5405'horizoataI . . shdingwinyl w�ridow, prepared,by National"Certified Testing; Laboratories; Test; 'Report No: -NCTL-110=22724=1, dated 04/27/20 signed and sealed by JosdA.A. Reed, P.E. (Submiltei[under: NOAW ..'20-0512.01). ::.:... C: CALCULATIONS Anchor �verifcation calculations: and;. structural: analysis; complying .with ,FBC Sth Edition (2a14), .dated 06/01:/15 with revision :dated 09/01115, prepared . by. -PTC Product pesign Group, LLC; signed and sealed by Robert J Amoruso, P.E. :(SubmifW cooler NOA.No. 8 15-0. 02) I: Glazing.complies-withASTM.E1300=.04 A; QUALITY :ASSURANCE 1.,., 1V11ami-Dade De, actin of Re lato and-Economic,Resoucces .RER P t ) Sifang Zhao; P.E. . . t .nntr6l.. -1103.08\OA:No.202025 Ezjiiratioq Dater May060Appravul.Datc: January 21, .: ... ..... Regencv Plus; Inc. N.OTICE.OF ACCEPTANCE: : EVIDENCE SUBMITTED E. . MATERIAL CERTI.FICATIONS 1. NOA No..19-0305.02 issued to.Kuraray America, :Inc.' for their "TrosifbW :Ultraclear, Clear and Color PVB-Glass.Interlayers', expiring on 07/09/24: 2. NOA No. 18-0122.02, issued to ENERGI: ;Fenestration Solutions. USA, Inc., for their White. Rigid. PVC V xieriorExtrusions for Windows and Doors,' expiring on 02/28/23.:.. 3. ENERGI Fen-n-estrati6fi S61utioris Data Sheet for compound product No. 324218007, Rigid PVC BuildingProductsProfile Extrusion:compound designed for Windows and Doors dated: May 10, 2016. F: STATEMENTS 1.. Statement. letter ofconformance,.complying with TBC.6!h Edition (201Z),:dated January 8 201;8 re ared 1 . PTC Product Desi Grou LLC :sinned and sealed b Robert.J. , p p .y In p, b- y - :Amoruso; P.E.(Sub'nritted.wider 1VOA No. 18-0122:14) G. OTHERS 1-....: Norte: .2.- NEW EVIDENCE SUBMITTED A. DRAWINGS 1:. Drawing No.. RPLS0064, titled."Series 5305 Tilt Double Hung Impact Vii1y1 Window",.sheets, l tlirougb :10`of 10, dated 01 /1:2/09' with revision L dated 10/20/20, .. . prepared by'PTC Product Design Group',: LLC, signed and sealed:by:Robert J. . Amoruso; RE:: . .B.. TESTS 1. None C. .:CALCULATIONS: :D. QUALITY ASSURANCE :..: :: ... .. 1.: Miami -Dade: Department of Regulatory and. Economic Resources (RER): f. MATERIAUCERTIFICATIONS . 1:: q 'None. F. STATEMENTS . 1. Statement letter of conformance, complying with FBC 71h Edition (2020), and of no fngnc al iiiteresf;.dated' l0/20/2020, prepared by:PTCProduct_ Design Group,. LLC, signed and sealed by -Robert. J: Amoruso, P.C. G:. OTHERS .1..: Notice of Acceptance'No::18.091:8.04jssued :to .Regency Plus; Inc., for: their Series "5205" Outswirig'White PVC, Casement Window L.M.I. expiring on 95/06/20. ram: Sifang Zhao; P.E. Product'Coiifrol Examiner NOA: . 20-1103.08 Ezpicati6rr Date: May 06, 202. Approval.Date: January 21,2021 E-2. :REGENCY PLUS-INC.o: m SERIES .5305 TILT..VINYL :DOUBLE:HUNG-WIND.OW'WINDOW m a :: LARGE MISSILE IMPACT :: a' R g" o INSTALLATION .NOTES: ... _ of 1' THE PROOUCTSHOWN HEREIN'IS DI • ES GNEQNA 0 MANUFACTURED TO C01+1PLY WITH REQUIREMENTS OF THE 71h EDITION (2020) FLORIDA BUILDING CODE INCLUDING THEHIGH VELOCITY HURRICANE ZONE (HVHZ). ... .2.. ZX WOOD FRAMING. IX OR-29 ftw BUCK•METAL FRAMING AND CONCRETE/MASONRY OPENING'TO,BE DESIGNED ANO ANCHOREDTO,PROPERLYTRANSPER ALL LOADS TO.S"`TRUCTUAL FRAAIING AND CONCRETEIMASONRY OPENING IS J• X THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 3. .1X BUCK OVER CONCRETEIMASONRY IS.OPTIONAL. WHEN.IX BUCK IS USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY. SUBSTRATE. WHEN USED, IX.BUCKS SHALL BE. ' DESIGNED AND ANCHORED TO PROPERLY $ -o . TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DISSIMILAR MATERIALS 61UST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR 61EIJJ3RANELS-THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD:• : : ... .... .... '. ". O .... .... .... .... .... ---- ... ..'. ..:." .... ....' 4. THE PRODUCT $HDWN HEREIN HAS.BEEN TESTED TO TAS 201, TAS 202:AND TAS 203. SET; TE8T REPORT NO. NOTL-110-11422-2, DATED 1IND IS, WITH REVISIOROATEO 01/0=9 AND ADDENDUM LE DATED 03112*9 BY NATIONAL CERTIFIED "VERIFICATION .: O ? ' . TESTING LABORATORIES, YORK, PA, SIGNED AND SEALED BY HAROLD E. RUPP, FLORIDA RE: TESTING PER MIAMI:DADE PROPOSAL•NO. 19-D312 ' � � � � � Z o 5. 'MATERIAL: ... .. .. .. .. .. ... - ... ... "" ... ' 15.1. EXTRUDED $ . ' ,"s, FRAME: RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA; INC. PER CURRENT IMAM-DAOE NOA. w 5.2. REINFORCEMENT: 5.2.1. -GALVANIZED STEEL• TU9E (0.730' X0.434' X 0.08' THICK; FY30.50 kei &-Fu = 37,5 BB.7 ksi) =SASH PERIMETER '.5.2.2. - ..' ..LAMINATE GLASSINTERLAYER TROSIFOL'INTERLAYER BY:KURARAYAIAERICA, INC..PER.CURRENTMIAMkDADENOA. .. .. - - . ... ... ... ... ... ... ... ... .. .. .. .: .. ... ... ... .. ... J 4myS IL : _ .. 0. GLAZING: - .' . 6.1. GLAZINGbETAIL AS TESTED: ' .. • - - ' :.. ' . ' ... - ' :... .. .:.. ... ... ... ... - - w v j G O1W-: .-. Z 0.1.1. •: OVERALL 7!8' NOMINAL INSULATING LAh1WATEDGLASS. "" .. 6.1;2. GLASS THICKNESS: (1) LITE OF 118- NOMINAL-7EI11PERED GLASS TO THE INTERIOR AND (1) LITE OF LAMINATED GLASS TO THE EXTERIOR - - w V O tJ >. > 6.1:3, LAMINATED 'LITS(2)UTESOF 11V NOMINAL ANNEALED GLASS SEPARATED BYAD.09T..TROSIFOLINTERLAYER BY KURARAY AMERICA,, INC:. ..:.' '. ..:.' '. .... .... .... 6.1.4. SPACER TYPE/SIZE: -1/19- NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER SS-D): Lu IK d P d g . " (TYPE .: .: .. 6.1 x 5. GLAZING SYSTEM: INTERIOR GLAZED WITH (2hLEAP DUAL DUROMETER AND SIKA FLEX'552' BACKBEDDING WITH A:SNAP•IN (2)•LEAF DUAL'DUROMETER RIGID VINYL GLAZOJGBEAD. : : :: - 0.2. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CVkkENT EDITION OF THE FLORIDA BUILDING CODE. SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER GASKET MATERIALS BE EOPM WITHA MINIMUM 60;SHORE A DUROMIzTER-WHERE APPLICABLE , , . , . " " " - _ 6.3. AS TESTED GLAZING MEETS AST61 E1300.09a FOR THE DESIGNCONOITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. . w Y .. :. 7+ APPROVED kj�i a3 . . IMPACT PROTECTIVE SYSTEM IS;NOTREQUIRED•FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ" . .... .... .. a; SHIM AS it AT EACHiNSTALLATION RNCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1116- OR GREATER OCCURS. MA)aMUM ALLOWABLE�SHIM STACK TO BE 1/4'. ... " :9.. FOR ANCHORING INTO CONCRETEIMASONRY USE.V4' FLATHEAD TAPCONS (CS) WITH SUFFICIENT LENGTH TO ACHIEVE.A 1 112" 6MIN0MUM EMBEDMENT INTO CONCRETE WITH-1.1/2' MINIMUM.EDG£ DISTANCE AND 1- MINIMUM EMBEDMENT ' P u>aiJ-AmmusO PE.F . RcW 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+I- 1' TOLERANCE' - P.E. HO a E 0 . NE OF THE FOLLOWING: 10.FORAM INb INTO WOOD FRAMING OR 2X SUCK HEAO WOOD SCREWS (INS) WITH SUFFICS .... .... .... .... .... .... 0.1 FLATO ENTLENGTHTQACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE 'N�```15A1dES WITH 7/8'MINIMUM:EOGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHORSPACING.OF 2"ON CENTER. LOCATE ANCHORS AS ' .. SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +A"I' TOLERANCE. 102. 414 FLATHEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112- MINIMUM EMBEDMENT INTO SUBSTRATE • WITH 1' MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF2' ON CENTER LOCATEANCHORSAS.' • ' - SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE!/. 1' TOLERANCE.; _ ' 1 1. FOR ANCHCRING INTO METAL STRUCTURE USE 014 FLAT HEAD SHEET METAL OR.SELF DRILLING.SCREWS (SMS) WITH SUFFICIENT . . LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3l4' MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF Z`ON'CENTER LOCATE ANCHORS..AS'SHOWN,IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATION S.HAVE +/-1' TOLERANCE. 12. . ALL FASTENERS 70 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 SHALUNOT BE USED IN'SUBSTRATES WITH'STRENGTHS LESS THAN THE - MINIMUM STRENGTH SPECIFIED BELOW:" 13.1. :WOOD - MINIMUM SPECIFIC GRAVITY -OF (G) 0.42 (NON-HVHZ) AND 0.55 jHVH2) 13.2. CONCRETE.- MINIMUM COMPRESSNE STRENGTH OF 26DO PSI .. .. 13.3. ' ' MASONRY- STRENGTH CONFORMANCE TO ASTM'00D, MEDIUM WEIGHT WITH DENSITY- 117 PCF 13A, METAL SUBSTRATE: STEEL'18GA (0,0428'), FY'= 33KSI I Fu= 45 KSI OR ALUMINUM UD6345 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 (SMSITAPPINGISELF-DRILLING SCREWS) 4 VERTICAL SECTIONS -COMPONENT ID 8 GLAZING DETAIL @' HORIZONTAL SECTIONS,- COMPONENT ID & FRAME CORNER CONSTRUCTION 6 : VERTICAL SECTIONS - WOOD, AND CONCRETEIMASONRY $UBSTRATE ANCHORAGE 7 VERTICAL'SECTIONS -METAL SUBSTRATE ANCHORAGES INSTALLATION NOTES 8 HORIZONTAL SECTIONS - WOOD. CONCRE-TEIMASONRY & METAL SUBSTRATE ANCHORAGE.. 8 COMPONENTS 10 BILL OF MATERIALS &COMPONENTS ' =�oO�tLcG E ma. Olp r" Q: No 52 •Y��: 9�VSiA7440. E¢: •��hy �ONALE�!`� PRODUCT REVISED to complWv. Mth NFl e orma WIt e. NO". 20.1103AS L.y6.ti.n D:,.0SM9I2025 6/ ✓7 Yls SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW s3".NiAx: FRAME' INSTALLATION INTO V�/OOD-SUBSTRATE (WOOD -OR TAPPING d v a :. wiom..:.. '. SC.REWS).OR CONCRETE/MASONRY . SUBS TRATE N , s ,_:49i6"TOP SASH (CONCRETE -SCREWS) .WIDTH pg .. o. 0 45, TOP a. o o.otI i ri• SA�.w� D SH W D.L:O. WIDTH _ : 3" FROM.CORNERS .... x EAD YP AN 4 6 H &SILLY 6"FROMJAMB CORNERS TYP... _ .p r_ �., . 2" O.G. TYP. FOR a € . ,� �V p I I/: I � .. � � WOOD SCREWS. oz 36 p�" TOP; :32 "TOP 4" O.C. TYP. FOR za - SASH :.. g CONCRETE SCREWS. ' :. y 3 SASH, D X �.... X Q. a �� TZ" MAX. WEIGHT 5 5 D.LA: a FRAME y%/ I HEIGHT I/ d. .. s z m HEIGHT .4 �" O.C, MAX. TYP: WOOD vi a Jg F m z I...® ®.�. �Meetin ;Rail1 .°® / .�' SCREWS 2". 131" O.C. MAX. TYP... N 0 / . I 33"BOTTOM .. % I CONCRETESCREWS z �d >� � 36 1" E 4 � TYP. EACH SIDE , BOTTOMI 5 5 SASH OF MEETING RAIL SASH ° ... X:HEIGHT. D.L.O..... ° .... .. X HEIGHT Q ::. . :. d ACLATION NOTES:.�o G H EIGHT 1. HEADAND SILLGa �5 ANCHORAGE THE SAME. w q 2.:. JAMB ANCHORAGE SAME.. ui 4 15 }I]" O.C: TYP. ��_�� a ..... 3'•. #/- 1" TOLERANCE ON.. cn.' :..: ANCHOR- 46 i °:BOTTOM .:,(SEE SHEET 5).. HEAD & SI .3.11.TA CON MINIM UM HooatJ.nmmua.P.E ' SASH S R E 3 -5 I- TVI YL DOUBLE HUNG SPACING IS.4" OC. PC=RE Nn 43252 D.L O. WIDTH EXTERIOR: V-WINDVIIEWWA cHORAGE INDOW 3 2 :SCREW MINIMUM 50:�"BOTTOM. : ; AND CO ETE/MAS SUBSTRATES :SPACING IS ` o,F•: `'eeNs�•:9G;' SASH. .. ., o 42 52` :o.? WIDTH. _ 3 WOOD A -NCR ONRY RATE SPAC 2" OC. {�-p STATE' SERIES 5305 TILT VINYL DOUBLE WEEP HOLES: "o':. ' HUNG WINDOW WINDOW "" 1: ONE (1) WEEP HOLE MEASURING APPROXIMATELY 1/2" WIDE E` EXTERIOR VIEW ::. BY 112." HIGH WAS:LOCATED AT. EACH END OF THE INTERIOR SILL TRACK CENTER it VERTICAL LEG. DESIGN PRESSURE RATING:(PSF) IMPACT:RATING . +55.0/-$5.0 LARGE:MISSILE - IMPACT 2. :ONE (1) WEEP HOLE MEASURING 1" X 1/4" WAS LOCATED AT EACH END OF THE EXTERIOR SILL -TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR HORIZONTAL SILL FACE.' PRODUCT 3. . ONE (1) WEEP: HOLE MEASURING 1-1/2'? X.1/4" AND EMPLOYING A PLASTICWEEP ewM�aoCooe .. NOA•N. 20.1103.09 - ---FACE:'- c,qr.! oasosrot+2D2si i1frJ ay ✓ SE .. RIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW 53" MAX. FRAME INSTALLATION INTO METAL SUBSTRi4TE (SMS, TAPPING OR .12 s: WIDTH SE DRI NG SCREW REW) - 49 �" TOP SASH o = LF� 'WIDTH s� �� 45,;1'TOP a9 SASH w ; D.L.O. WIDTH 3" FROM CORNERS @ HEAD 3 �w C .. TYP. ' 8 SILL a 6° FROM JAM F . . CORNERS TY . T O.C. TYP. FOR SMS p� 32',�5" TOP. SCREWS. zzd 35 j" TOP .. - ern SASH t I a '77" MAX. HEIGHT 5' - SASH X 5 D.L.O.: o m = FRAME I, �� .I . HEIGHT Hia w> a X. HEIGHT a �g �Meetin Rail :I".. _ _ _ �m r. O.C.AX TYP OR a w Qp �� B . 2" O.C. SCREWS F cri .. Z �9 }" SMS � q I 33 �' BOTTOM_ TYP; EACH $IpE y� ° _ W }Z 4 361" V.�Uz¢ o BOTTOM 5 SASH OF MEETING RAIL. w >o SASH :. X ..... r��,z 5 ' D.L.O. �.o HEIGHT::: N z HEIGHT 0 �f INSTALLATION NOTES:: �a � ..� 1. HEAD AND 51LC.. .. �� ANCHO GE THE SAME mrz A �..' q -. 2; JAMB ANCHORAGE SAME.. y ` g g It a 15 )v1^ O.C. TYP. 7 ; +7- 1" TOLERANCE ON 3 a DETAIL 1 HEAD:B SILL " ;ANCHOR LOCATION. - g 4513" BOTTOM - 3 1 SMS TAPPING OR y (SEE SHEET 5) Rota tJ. i�nomw, P.E. SASH SERIES 5305 TILT VINYL DOUBLE HUNG FWnCa P.E.Ne. 49752 D.L.O. WIDTH 'WINDOW WINDOW EL SCREWS MINIMUM ,���: s S I _ .SCR 50 a' BOTTOM EXTERIOR VIEW -ANCHORAGE SPACING IS 2" O.C.°m��:�cENSF SASH -- STEEL `Q°No -ao52 :o STEEL SUBSTRATES o WIDTH: .. STAT E,H i� 1 gyp? SERIES 5305 TILT VINYL DOUBLE WEEO E9 HOLES: RIANGULAR SHAPED WEEP HOLE MEASURING APPROXIMATELY 1/2" WI.DE _ !ASS oi.. .HUNG WINDOW WINDOW. (, ) EXTERIORVIEW BY 1%2" HIGH WAS LOCATED AT EACH END OF:THE INTERIOR SILL TRACK CENTER: VERTICAL LEG. .. :. . PRESSURE:RATING (PSF) IMPACT RATING_ 2...ONE (1) WEEP HOLE MEASURING 1".X•1I4!' WAS LOCATED AT.EACH END OF THE DESIGN +55:0%-55.0 ::. EXTERIOR -SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR LARGE MISSILE: :::HORIZONTAL SILL FACE.: IMPACT . ' 3. ONE (1) WEEP HOLE MEASURING 1-1/2" X 1I4"AND.EMPLOYING.A PLASTIG:WEEP veoo E ucT�ws o. a—mDt.in with the FloNda ■.mdsaeed WAS LOCATED AT 2-718" FROM EACH END OF THE EXTERIOR VERTICAL SILL:e HOA-M . 20.1103M FACER @h.� Date osm62o2S 2�10y,Jl a LL 6 :EXTERIOR.. 1 1 INI ERIOR o_ o 2 oEllJL i", 14 10 :2 2 ... gZ W yam: 1 1 sNEEr a z� ` 16 2 . 7 0 Z. 0*6 VERTICAL S.ECTION... 8 z _ . w, HEAD =COMPONENT ID ==a W �z ZZ �SNEEf 4,.,���' .. ... ... ... J .. .. ... ... .. .. .. W 16 �. a w 00 SECTION d o ECl - C I ONENT 1D Z D n �VERTICAL� n rE. S. 16 ME NC t;n{ts D,. 0 Z I_ WJ >M 4� �0n0 p` �.co-�w � Ww 5S m 8 FOMn J. Amoroso, P.E. Florida PS No. 49752 0�'•�?GENgE �9G�y� �Q�' • �No 44 52 "�0 :� '7dL SWE`��J, :PRODUCT REVISED 6YIi0� n9 phi N 1ne FiOilta' Noa:Na: za��o3.oe. " . � - � � eaPlnaon vae. 5 Q. m. 1 - a ao G aE C a p W INTERIOR,: 7 . 16 50JSEI Q 0 GLAZING DEML d SHEET.4... 0q j 3c2¢=� E)CiERIOR -- _.. _.. .n �Z i.m r: .:. ::. -.. _. ... .. Ma wz .. .. .. .. .. iza 1.p ,z Z 14 HORIZONTAL SECTION o�. Z?z o8 LLL D UP Q } , JAMBS'-.. ... CORIPONENT ID �. o � � 9 �v�.�Z o- o.. hW .. .. : .. :.. .. 1 32 7 16ul �1 .. NF U) s12, . O ambY INTERIOR. .. ' .. .. .. ., :. � 5 .. .. ... d .. a Floritla P.E. N. 49752 1 OJ DETAIL a ``,\\\\1\i1111y, DAMES ft..i 1 p SHEET 4 - _ : oo``i. ceN/D9�$ ... .. _ DETAIL 1. _9 k52 0 'EXTERIOR, ' MASTER FRAME CONSTRUCTION . SH FRA E;SIMIL R);: , AL S " ZONT ECTION 2 (E��JAMBS .. .. LOVER SASH - '- COMPONENP.ID :. PRODUCT REVISE as cs withwithISiteFIorICa . .. .. .... � . Ustads No"..C20•1'103.08 .. .. .. .. !\pimllon Cate Gam. . a �.. PROPERLY SECURED 1X 1/4" R1V TAPCON #12-OR #14 WOOD SCREW 53 PROPERLY SECURED 1X WOOD BUCK BY OTHERS INSTALLATION ANCHOR':.. .' INSTALLATION ANCHOR WOOD BUCK'•BY:OTHERS (SEE NOTE 3.' s.HT..1) .. (SEE NOTE.2, -SHT. 1) — WOOD BUCK PROTECTION 'BY 1• I/V MIN, #14 WS: 1" MIN, EDGE DIST.. . OTHERS (SEE NOTE 3, SHEET' 1 EDGE DIST.. 2X WOOD r ' 2 IN: E DI BY :OTHERS ... s _. (SEE NOTE 2;_ SHT: 1) N 1 1'!$ EDC 5T. CONCRETE 'BY :OTHERS < a 1 '1 2" MIN.' BY OTHERS w 1 (SEE NOTE. 2; SHT. 1) .. fi..: o.; o Qv.,' ..v EM EDMEbT. .'' EXTERIOR FlNIri SHEMBEDMENT Q.N - ❑ i _ IYS: 1 MIN. EA!BEDh1E 7 1/4" MAX, BY OTHERS 12 @lSr:1 3 8" MINT EAI8EOM6\IT o `< ... �'±, r HIM SPACE.' d w . EXTERIOR FlNISH T BY. OTHERS PERIMETER CAULK w' _SHIM SPACE -BY OTHERS. PE BY _ PERIMETER CAULK OTHERS o .... ... .. ... .... .. J Zia �p - .. .. " .Q .. ..' EXTERIOR wa J .. .. .. a w0� �. �� VERTICAL SECTION.. V y 2 oy a, co�cH��esulssrn,rrE z�a } "� .. WINDOW. .. .. : INTERIOR R .. w Up - T HEIGHT: 72 TICAL:SECTION WIN005V - Wp , ? o� . ' EXTERIOR .. ... ... i' VE HOOD SUBS,1tATL• ... - .... HEIGHT .. q:. o H W Oo J a• ANCHOR RATE C 6 ¢ EDGE. DISTANCES :ARE y 0 12 TYPICAL AND­m a a MEASURED TO . � = S SIDES OF SUBSTRATE . .. ROCt7lJ. Amoruw, P.E. Fmenae P.E. Na 40757 ... .. ... .. .... .. .... .... ppa\JIMEs 4�ryry PERIMETER CAULK. `aaO�QSy�oEHSE4Oq� �� EIl OTHERS YI M SPACE 1/4" dot i Po .. .. .. .. .. .. 1 ...> . M SPACE. .. .. _ �' • _ �51 ! CE SHI No ao 52 EXTERIOR FlNISH ... :.,; i j� r: �_. METEROTNERS 3 a {': u ; r.•r,.. .. .. .. i,e� ,l�lk WS:. 1 1/2•' MIN..EA!BEOMENT .�gTATA PER BY OTHERS %90i. �.• ' a a s 2 WS: 1 3/8" MIN. EMBEDMENT %�i< F� CONCRETE BY OTHERS #1 (SEE :NOTE 2, SHT. 1. e �' EMBEDMENT: `. NAL��6aa EXTERIOR FINISH , PROPERLY SECURED 1X �.. �� , -, BY -OTHERS 1V000 BUCK BY OTHERS . (SEE NOTE 3, SHT. 1). BY OTHERS. 54 1. 1/2" MIN. SHE BY OTHERS WOOD BUCK PROTECTION 1/4"-IFH' TAPCON ....(SEE NOTE 2,. SHT. 1) BY OTHERS'(SEE NOTE 3, :: INSTALLATION ANCHOR :: EDGE DIST. �14, W5: 1" Al1N. EQGE DIST. - SHEET 1) - :#12 WS: 7/8":MIN.'EDGE DIST:- PROPERLY-SECURED::1:X 2 - CTE HT ) . .. PRODUCT R�fitV tM�alOa (SEE N UC 2. roam"o a 1 OR SCREW Y OTH RS: VERTICAL SECTION INSTALLATIONANCHOR S 1 Ho..Ns °so•+toi.oe 'A: Cu\CHLI a5 BS HA16 - : [.N�•�Oae OS70B�2025 :sy VERTIC\oanl uSCTION.. . .. ... .... 14 o w � $HEFT METAL � ; SCREW/SELF-DRILLING SCREW 55 _ 3/4" MIN. INSTALLATION. ANCHOR' - v EDGE DIST. METAL SUBSTRATE ... 'BY.OTHERS.'. _. m .=.0 -(SEE NOTE.2, SHY. 1) N FF EXTERIOR :FINISH' - .8 'o 'O BY OTHERS ; w 1- n. .. ri �f .. .. : f3 THREADS wo E BEDMEYON ENT13 D. w. INTERIOR ALL _.. �w < ': 7w .. .. r .... .... - NTERIOR VJ 1/!t" MAX. •:: .: .: r .. .. .. .. .. .. :: :: I .. .. .. .. .. .. .. J . b: �. SHIM .SPACE PERIMETER CAULK .. - w .. BY OTHERS :. _ 0 INSTALLATION NOTES: z i 00 ? - 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:. .. 0 - ANCHOR -TO -SUBSTRATE .. FRAMING. 5g o �} EDGE 'DISTANCES ARE " 1 u 'TYPICAL AND ' . u+ z') .. r=� : MEASURED T0: DOTH Z � 1� _ •.. .t. 1.2, � STEEL STUD FRAMING; 1,3, - ALUMINUM FRAMING. AND. . EXT 4 ' SIDES OF SUBSTRATE vi = a w 4 b:m 1.4. CONCRETE ANDiOR MASONRY. - .2: 2k WOOD FRAhIING, 1X OR 2X WOOD BUCK, METAL FRAMING AND CONCRETEIMASONRY� OPENING TO BE: : p a a � w �; 0 z DESIGNED AND, ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND of NCRE YOP OF CTO OF 2 00 CO TEIMASONR OPENING IS THE RESPONSIBILITY HE ARCHITE R ENGINEER RECORD. V ^� VERTICAL SECTION YJINDO',V ; 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL. WHEN 1X BUCK IS USED. INSTALLATION ANCHORS WILL w D U z 0 B A,IEI'AL SUBSIRATE HEIGHT PASS THROUGH WINDOW FRAME AND 19 BUCK INTO CONCRETE/MASONRY SUBSTRATE. WHEN USED, IX . W OJ `� PS .. ... .... i .:. .... .... BUCKS SHALL BE DESIGNED AND ANCHOREO TO PROPERLY TRANSFERALLLOADS TO STRUCTURE AND IS' K- o 1w- Z HE.RESPONSISIUTY OF HE ARCHITECT OR ENGINEER OF RECORD. DISSIMILAR MATERIALS MUST BE EXTERIOR .. .. - -. ... .. ... RESPONSIBILITY ARCHITECT ENGINEER - - COATING - B THE ... �� wills INTER OR . _ SEPARATED WiH APPROVED COATING OR h7EMBRANE; SELECTION OF' DATING OR MEM RANE IS RESPONSIBI OF HE ARC CT OR ENGIN OF RECORD r1ln s a -. • - GSHI WHERE 16 GREATER S. I WA STACK . . - d, SHIM AS REQUIRED AT EACH 1NSTALlATION ANCHOR.6VITH LOAD BF11RiN AI. SHIM WH PACE OF.1J m � OR EATER OCCUR MAXIMUM ALLO BLE SHIM ST 0 BE'114" 4 co °.,_. 5, F.OR ANCHORING INTO CONCRETE(MASONRV USE 1!4' FLATHEAD TAPOONS (CS) WIH SUFFICIENT LENGTH w TO ACHIEVE A I M" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1J2' MINIMUM:EDGE DISTANCE AND 1' ° n .. MINIMUM EMBEDMENT INTO MASONRY WITH 2' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN • - .. - . ELEVATIONS ANDINSTALLATIOWDETAILS.4" MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED. RobatlAmmua. P.E. 1 /4" MAX.. ANCHOR LOCATIONS HAVE+/- 1" TOLERANCE. Fbnaa P.E Nn a0752 , PERIMETER CAULK: .. SHIM SPACE - S.NG OR 2X BUCK USE ONE OF THE FOLLOWING; 1 FOR-ANCHORING41FLATHEAD WOO SCREW& (VJ,S VITH SUFF CIENT LSNG H TO ACHIEVE A 1 31B' MINIM1tUM �•gsIt ��EE%ys' Gq!�, BY OTHERS .. ... ... :: EMBEDMENT INTO SUBSTRATE WITH •7I8' MINIMUM EDGE DISTANCE;ANO MINIMUM ANCHORaTO-ANCHOR. .� 00� �' •� tGJr L ANCHOR OF 2" ON CENTEIONS R. LOCATE TOLERANCES AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. = \ �} 6.2. it14 FLATHEAD Wool) SCREWS (WS WITH SUFFICIENT LENGTH TO ACHIEVE A 11!Y MINIMUM �'182 I N% 9• STAS EMBEDMENT*INTO SUBSTRATE WITH 1' MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHORO % . `emu .... .: r4 .... .. .... .... ANCHOR LOCATIONS HAVE ti- r TOLERANCEAS H01 _ .. ON ...INSTALLATION.... .. .. 4 r .. .. . ' .. .. .. .. .. .. .. .. ..IIIII11111\\\ .. - - .. - - -ANCHORS SHOWN IN ELEVATI S AND DETAIL EXTERIOR FINISH 3/4" MIN' 3 THREADS MIN. •7. "_ FOR ANCHORING INTO METAL STRUCTURE USEtt14, FLAT HFI,DSFIEETMETAL Oft$ELF DRILLING SCREWS N EXTERIOR IO OTHERS ' .. . " EDGE DIST. EMBEDMENT BEYOND... (SMS) WITH SUFFICIENT LENGTH TO.ACHIEVE3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL . Oyp') .. .INTERIOR WALL.. WITH 3W 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 -I- 1" SCREVI/SELF-DRILLING. SCREW 55 ..:. BY: THERS _ _ . TOLERANCE INSTALLATION .ANCHOR (SEE NOTE .2. SHT. 1) 8. INTERIORAND EXTERIOR FINISHES BY. OTHERS. NOT SHOWN FOR CLARITY.. _. _. PRODUCT REVISED. VERTICAL SECTION ERPr ER AND TB TO - AND10 IN vvlT vmz """t"'"°"°• 9 P 1ET JOINTSEALAN YOTHERS7 DESIGNED RSPECIFIED ACCORD H �1� . A .. ASTM E2112. ... . ... .. ... .NO,I.Ilo. 20-1103:00. . AIETALS BSIRAIE .. - ,. OrD�Uon Dele OSfOG12025 sy �� .. ..: :. ..:. ... .' .... .... ... ... Mem uc oew r �: �: 2X WOOD f/ m a' MAX. S _ FRAME -BY OTHERS SHIM PACE.' NOTE 2, SHT: 1) IM D 1/2" 1 EMBEDMENT: —MASONRY' 1/4" MAX, SHIM SPACE— :(SEE:1 MIN. EMBEDMENT — CONCRETE AS REQUIRE .: .. : i 14 WS:. 1- 1 /2" MIN. EMBEDMENT .. .. .. .... ... .. _ U o LL .. .. .. J]`;7.�10@ MIN. EMB ENT: ' LL #12 WS:'T 3/B" MIN. EMBEDMENT �/4 ANCHOR. m� SA ITW'TAPCON INSTALLATION � z 1Z OR �14 WOOD SCREW Q• 1 1/2" MIN. EDGE DISTANCE — CONC.:°aC 57 . - IJ Q 2' :MIN, EDGE DISTANCE — MASONRY w < INSTALLATION :ANCHOR. . a #'14 WS: 1— MIN:'EDGE DIST.' _. ._ �4',' BYNOTHERSOR MASONRY m ^Ott #12 W$: 7/8" MIN. EgGE:DIST. q lI� V'. (SEE NOTE ,2, SHT. 1)Y _ .o �'f PROPERLYSECURED.IX ,.:.:. FOOD BUCK QY OTHER$, �¢ .2z V100D BUCK BY OTHERS: :v i :uj� �:, c=> �L f� ¢ ��,.' • A ' (SEE 1407E 3, SHT. '1 ) z� ? ' (SEE NOTE 2. SHT: 1) .. dr.. U V -4a 3 SHEATHING :sit? `t t1:S.:c1 ( HE <. C7m . �' WOOD BUCK 'PROTECTION . 8Y ' BY OTHERS l�@lOR OTHERS SEE NOTE 3, SHEET 7) = m » :. z_^ � z EXTERIOR FINISH PERIMETER CAULK.. .. PERIMETER CAU BI ORTHERS NIS J a JF,m BY OTHERS BY'OTHERS .BY OTHERS.. �a vi . � }FW paOi IL . _C VERTICAL SECTION :. � o voousuosrle,xre ANCHORrTO—SUBSTRATE VERTICAL SECTION W .> `�" EDGE .DISTANCES ARE :. Y co. c A Ir o . .. .. RA _ TYPICAL AND � SUBSTRATE.. f/4" MAX. SHIM SPACE NEASURED �TO BOTH SIDES OE SUBSTRATE INTERIOR SHIM AS. REQUIREq "' ujo m 14'SHEET METAL �o 55 SCREVI/SELF—DRILLJNG SCREW 3 0� INSTALLATION ANCHOR ... .. ... - .. RobeM1J. Mania. P.E. ' .. .. .. .. .. ... ... ... ... - fanaa P.E. Na. 43752.. Q 3/4" MIN.UPPER SASH JAMBS:. ,�SIXES"4'r4y EDGE, afsr... •' .(TYP•) ... . E SHOWN. SIMILAR' . JAMBS. EMBEDMEN_i BEYON'INTERIOR WALL' .� .. f ` : ' : : Epp'•. E,�tr,�'� ' ''INSTALLATION OR THREADS LOWER, SASH .. Ei : . METAL SUBSTRATE BY OTHERS r (SEE'NOTE 2. SHT. 1) EXTERIOR FINISH .... PERIMETER. CAULK BY OTHERS: ... . .. . BY -OTHERS .. ... ::. .. - .. .:. ... _ ... . .. — .. ... - ... PRODUCT REVISED . . . � : n euvprynar wwe tim no,wa euuaa,y cone ... No►.No. 20.1103.08 . - �VERTICAL.SECTION: . ' � AIL IAL 50BSIKATE - [aMotwn oau 04J0612025 :.' .... N�a use d v Sd 'U . LL 'il:LL OMAIN FRAME : :...' WHITE RIGID PVC' SASH FRAA'1E SASH COVER 3 " Q TOP FR SASH S AiyIE 4'. O 5 -SLOPED SILL COVER O o �. a z = 0 Q TYP. WALL TICKNESS 0.070" WHITE RIGID PVC TYP. WALL THICKNESS 0.070"' WHITL RIGID PVC TYR. WALL THICKNES 0.065" COVER . WHITE'RIGID PVC WHITE RIGID PVC YP WALL THICKNES 075" ?.. SO o o a �� E $ W 4 o a o ' W 4:17D —« I'- . ... TYP. WALL THICKNESS 0,070" - 2.730' .. ...:.. 1.0010 0.298. .315' 34 .. . 1A00' . 1.350' Ix , 1.63 O " O GLAZING LIFTRAIL.HANDLE :. WHITE RIGID'PVC GLAZING BEAD STOP 7O [\TE C ' V ® POCKET HEAD COVER 10 REINFORCEMENT ' STEEL � � � Z. ' © TYP. WALL -THICKNESS 0.055" " . WHITE RIGID PVC TYP. WALLTICKNESS 0.055" .. ..:WHITE RIGID PVC .. TYp..WALL THICKNESS 0.075" 9O WHITE RIGID PVC TYP. WALL •TYR WALL' THICKNESS 0 06 " a m1n .m -. z . . j: o.3os �q =1 .. ... THICKNESS 0.070° —'1 1.0 .. 5r . ... } W oo � . . - 0.950" 0.691": .. .0.014" 22. '. 0 434' ��=0.280' (TYP U < rj o ti g n 1,121".03 ::. .. .. D.85" I N.. r +►1� 0 ' • 730 co Lu CAA9 S11'EF.P LOCK i 9 FACE MOUNTED KEEPER :: CONSTANT FORCE :: ''� "9 g� -STEEL STEEL .. BALANCE R ' TYP. WALL TICKNESS NA ... 7 TYP.WALLTICKNESS0.0 0". am 1.750" +0.000 0.100 Flonda P.E. Nm 49752 .%T'IIt�FIESIyq�i osa `L�7 I1�p tltltl 7 ...' 1.220 DIA. MAX. .. +0 000 0.100 t• �ceNs 4�a' ' p _ 4 m,. . .'0.406, 0.40r �90�•. �7ATE �i,FSs�p 0.735• .:. . .. .. .. .: ..:. ..:. .. :. .. .. .... .. .- -. .. .... .. ... .... .. �6p� '4ge/NA�E� 11 6.525"—r. . . .. .. .. .. .. .. .. ... . _ . ... - PRODUCT REVISED " p i"p with Ilw F1.dda tlutld(ng o "t. 4plratlatl Dats 0$1001202$ ; � 9y MIamFOi10� Ytodoot Contro � ' Series 5305 Double Hung/BIIIof Material - 114mNo, Description. ... lo."Numbers '" Su Inr "' ,I Material. Fram.Ccen nrn6 :..1. Maeter Frame- ".-- -- -: .- PJ Whim 7760 ': -- Ella If Roar:. - Yfihe PVG 2 Sash Foaltw Opuratin Sash - IVNWhito 128217750 Enur l)R al Whdo PVC 2 3 Sash COVar Nead(KOapOr Sash) IV Wnfto 107817725 Eno {IR 31 vfido PVC 4 Sash Stop Framo Ce-r N Whito 1o7o nin [norp 0 Royal - - While PVC (2) 5 Sta edSUitovor NWAlto 1181 /7735 Ent. II R. al - Whde PVC 0 GL1:Ir1p LUtraft Nandb'(Operning Sashes) ' N.Whim lees 17147.. Enekgll Royal -- Ffiltc PVO (2 7 CLulna Bcad Stop IDpolafin9 Soshos) WWhile 106717745 Enar 1IR al Md. PVC 2 8 Interlock CO"af er0an Sashes ' • rvl A01118017721 • Enar iIR al " WT4e EVC 9 Pocket Covor Heal IV %" 1UT317724 Enor I I Ro al ' - Vfiaa PVC ' Reinforcement ' to Opootin83ash Pcrhnelen/ Ho4vy Rolnforcemont 3T42&1La-0.o52 .. Hygndo Nalals: � - .08'0a1v. (tj 11 t6 iS Tek/Sash Reinforcement FAalener 177535 GLF Co ra0on I -. . ... ... ... WeaUeMvi {n ... ... ... x.34a nn Seal PocketCover 1107317724l Frame Head W23203NW000O . UluaFab 210a.300 Fin. Seat Packet Covef 11131 177381Frama:Sill'. W2330INWODOU ':..' UIVa•Fab 12A 1.210 .2io.30o Fln5eal Saah Frame 112821775D/Kee er Sash VJ23303NWODOO UltraF41, 210 a300Fin Seal Sath Frame 11282 InSOILock Sash .'.' W23303NW0000. Ulua•Fab ' 210.a 300 Fin seal Sash Frame f12t217750/Lack Sash Y723303NW0000: Uftra•Fab . 128 •is7a.30o Fin sea11riteiiock Cover 11180177271Kte er Sash'" W23301 NW0000 UnisFab AS7a.300Fh SeallntetI*ck Cover I IISDI7727!Lock Sash - W2320INWOCCO URra•Fab 12G• .2TO a 220 Fin Seel Sash Frame f Sun?. Log screen Frame Vf112257moto Ultra•FOD' 13 .200a.340H-Bulb Seal Sash Frame 1282177501 Lock Sash IE20716WI42020 Ultra -Fab Glum - 14 Wel Glaze ratio Sash ' 55254raflea Black Me US I - 16 O er.0 Lock Sash E3662.7mm/08.0 Me! Inteda er lG Humkanv Lmvtnnlr ell t' CerdlnaI 16 O cretin K v orSaeh E3062.7mm f D.0.0 PVB Intoda cr K"' Murrkanv Leminely M acf' Cardinal 17 Glass Sohln Bloc s5ash 2N8-9 4LI S-032-0fA Frank Lowe ' :. is EHDUR IG W." Ed S accr SS-D TYPE " —" - ' .. Cardlnel stainless 51001 191, Face Mounted fteper 7 Ist.0 ' . Tfulh Hardware - .. .. .. .. . Screen Cora .mmis not all eomponarits JIDW m sadion Vla'wa . 20 Sln bLa Fismo Now While - C6576NEW192 Stw UNhnfted 21 Doubb Leg Framo Now White. 06515NEW192. . Shapes UNknilod 22 Tension 5 nn s 2S84 - - Adopt - - - 23 Meinlass Semen Cloth Chaiaoa1160' a 961 3602tA6 7 7 Philer 24 So Siphon EXFLX•01654311 Imperial Plastic USA 25 Aluminum Corner Keys - - - . . . CK252X260 - Hyq.d. Metals 20 Screen Clip Clear H-054 Product Design 27 Screen Clip Cfmr - H-3150 - - ProdustD- Misc.Components. Hardware nd Hardware Fasteners (not all components lD'ed In section Views '.2S 361b.3CCI11284 Series f Constant Force Balance E03838' Aewsbu /7m1h' 21). NalUsed Na Na - _ '3D .. HunicanoTiTt Latch "'. "" 105TA-003Z%V Vision indvstrics"- ""'" 31 :: Pivot BenlTSha-kd Head .. :: 6387.' :: .. Vision industrke 32 CAMT dSwce Lock 32205S-003•EVI -" . Truth Hardware 33 Me Hole Cover Whhu .' ." H•QVSVMZ Product 34 Muntln BOr:. ..-- .:... .. .. .. WSW.".-" :..- Hygrade l8efalf- .. .. .. 35 Muntin Bar End Pins D56P Hygraido Metals 36 Warlock Cover 10perating Sash ILock Sash HH-0C Ver ICenmhl RH Products 37 Interlock Covor tatl.g Sash) f Keeper 5a6h HH-0OM 1Comant RH ProducK 38 L{NnOEnd Ca sYfiBe 00156C001 S.I.L.Pbstie• 39 Stainkse Stvel Sla ks "a' 112 Sash 8EA0011D Smith Ste b 40 30PP12•RP6691/6 %13.2 X 3 Foam Block WOSI1022 - Llndenm r 41 JS MW Balance P1.9 213DO-00077 - Lamatck 42 Hurricane Grade Spring C6025 damaa 0 rin Wirc 43 Accessory Parts lnclaOaGon Translucent• 0244X0150010C2 No and Siicartcs 44 Sate 3.1 Lock 322OSS-0D3•EW Vision industries 45 Safe Seal Keeper E292A-003•EIV Vision bdusUfes 1 4S t5A2"TrNtivo1.040 f275 Gi fSashP of no. 112003 GLF Ce erallon { 47 t8.lsao.6 F 11Walor ShouWur Sash l Huniceno Glch 137341 GLF Co a0on 48 t 8 s 1114" TokVihito l Locks 1203T6 GLF Corporation 49 .. 16 a 1' Tck Llhl[ol Koo ery .. _ . : . - 116821 ' .. CLF Co ra0on : .. .. .. 30 t8tY4'7ok le an Handalsn 120TG8' ' CorporationtaDan GGLL FF 57 WhnSo t5aRalfinaVllandn 11606i F: r 32 St- CorpOraOon ' ' - Ins4itslkin Fa3tancra - -' - - - 53 t120Ro14WOODSCREW nla. Na �S1ael 34 tµ"ADVANCF.D THRf.AOFORM TAPCOrJ-•- n/a ITIV- I Stoai 55 814 SHF.F.T METAL CA SELF•ORELL [NO SCREW- I neSh:OI .. .. .. .. .. .. .. .. .. I31lharede.raoWltpctl:Ka•.b.�AIN fW3tel as __ O3fLL3 T7peA,d6,30kY taID W\1a1l Shuatl�GtlGahiarimd ., {lJ Lvle611WU1MT10r1 SOWTnp13 YkIL INC.IKANaWkIFDMa0a0[r10nCL 0/ACL1D3ArK[IYOA).' _ _ ¢ ¢ D'c 0 m oo k• HURRICANE c5 " TILT LATCH C 15 bLL STEEL - ZINC COATED W N_ .- ... ... .s. ... ... 0 a a= �a aW 0.697 zx 5 .9. 5 0.176.° ¢ . 0 323° .4 . x; �rO.345. 0..205' 0.377". 0.700" 5 .,� 'LLo 0.377" :. l o to d 1.906" 2,2611" � g W 5.622". .. . Q (D Z ao 0.669"_. i �' x2 .m N N=Q (il0 b:m Z J. O Oi803' 1.06T 0 J3. m 1.012'. 0.709': .. U i.- W 0 . ... .. ... TT W a� q J WpV >a �n 0.544" ... 0.157' a. o � J LL ... .. .. ... N0 .. .. .. .. 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