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HomeMy WebLinkAboutNOA; Series 5305 Tilt White PVC Double Hung Window - LMIt� Joel St. WOO county ri AM�•DADE permitting MIAMI—DADS COUNTY ! PRODUCT CONTROL SECTION. 1180.5 SW. 26 Street, Room 208 D PARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BO RD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 -F (786) 315-2599 N TICE OF. ACCEPTANCE (NOA) www.miamiaaae:EovlbailainE, Re ency Plus, Inc. 20 0 Locust GapHighway g Y M unt Carmel PA 17851 SC PE: ThisNOA is being : issued under the applicable rules and regulations governing the use of construction ma erials: The :documentation submitted has been reviewed and accepted by:Miami-Dade. County RER- Pro uct Control Section to be used in Miami -Dade County and .other areas where allowed by the Authority Having Jurisdiction (AHJ)'. Thi NOA shall not be valid. after. the expiration date stated below. The Miami -Dade County Product Control Sec ion (In Miami -Dade County) and/ or the AHJ (in. areas other than Miami=Dade County) reserve the right to lave this product or material tested for..quality assurance purposes. If this ' product or material fails .to . per orm in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may im ediately revoke, modify, or;suspend the'use of:such product or -material within their jurisdiction. RER res ves .the right to revoke this acceptance if it is determined by Miami -Dade County Product- Control Sec ion that this product or material fails to: meet the requirements.of.the applicable building code. Thi product is'approved as described herein'and has been designed to comply with the Florida Building Co includin the High Veloci Hurricane Zone. :.::..: E CRIPTION:.Series "5305 Tilt!' White PVC Double Hung Window = L.M.I. , . . AP ROVAL DOCUMENT: Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl' Winow",-sheets 1 through -10.of.10, dated 01/12/09,: with revision L dated..10/20/20, prepared by PTC Pro uct Design: Group, LLC; signed :and sealed by Robert J. Amoruso, P.E.; bearing the Miami-Dade.County Pro uct Control Revision :stamp with the: Notice of Acceptance: number and expiration date by the Miami Dad Coun Product Control Section. MI SILE IMPACT RATING: Large and Small Missile Impact Resistant LA ELING: Each unit shall bear a permanent.labe'l with the manufacturer's name or logo, city, state, series,. and ollowing statement: "Miami -Dade County Product Control .Approved", unless'otherwise noted herein. . RE EWAL.of this NOA shall be considered afters renewal application has-been filed and there has been no c anger in: the applicable building code negatively affecting the performance of this product. - TE INATION of this NOA will occiinafter the expiration date or if there has been a revision or change in'th materials, use, and/ or manufacture of the product or process: Misuse of this NOA as an; endorsement of a 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 renioval of NOA. AD RTISEMENT The NOA number preceded by the words Miami -Dade County, Florida, and followed by t e expiration date may be displayed in advertising literature. If any: portion of the NOA is displayed, then t shall be done in its entirety.:: : INSPECTION: A copy of this entire NOA. shall be provided to the user by the; manufacturer or its. di stri utors and shall be available for inspection at the. job site at the request. of the Building Off cial. This OA revises NOA No. 20-0512.01 and consists of this page 1, evidence pages E-1 and �E-2, as well as appr val document:mentioned above. The. ubmitted documentation was reviewed by Sifang Zhao; P.E: NOA No: 20-1103.08 Expiration Date: May 06, 2025 C 1•DADECOUNTY PP Janus y 2l,, 2g 21 rova ate: r 01 /21 /2021 Pagel NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS NOA's DRAWINGS 1. Manufacturer's die drawings and sections. '(Submitted under NOA No. 09-012205) .2. Drawing No.. RPLS0064; titled "Series 5305 Tilt Double Hung.;Impact Vinyl Window", sheets) through 8 of' 8; dated 01/12/09,. with revision J dated .01/08/18, re ared b �PTC Product:Desi n 'Grou LLC, signed and :sealed b Robert.J. p p ... Y g p� .... g Y Amoruso, P.E. TESTS 1. Test rem.ports on: 'l) Air -.Infiltration Test, per FBC, TAS 202-94.. 2) Uniform:Static Air Pressure Test, Loading per FBC, TAS 202-94: 3 ;Water Resistance,Test, per FBC TAS 202-94 :4.) Large Missile Tmpact Test per FBC- .TAS 201-94 5) Cyclic_Wind Pressure Loading per FBC, TAS 20.3-94 6).17orced Entry.Test, per FBC 2411..3.2.1, and TAS:202-94 along with' marked -up drawings: and-. installation diagram of series 5305:tilt double hung:vinyl window, prepared by National: Certified Testing Laboratories, Test Report... .. . No.: NCTL-110-114224,`dated 10/02/08, with revision dated 0.1/08/09, and addendum :. letter dated 03/12/09, all signed and sealed by Harold E.-Rupp, P.E. (Submitted under NOA No. 09-0122.05) 2. Test reports on: 1) Air Infiltration Test, per.FBC, TAS 202-94 .:2).Uniform Static Air Pressure Test;:Loading per FBC, TAS 202-94 ': 3):Water Resistance'Test, per FBC, TAS 202-94 4) Large Missile Impact Test; per FBC, TAS 201794. 5) Cyclic :Wind Pressure Loading per FBC, TAS 203-94 Force Entr Test; per FB 241-1.3..2 j,: an TA 2 2: Y:. along .with marked -up ;drawings and -installation diagram of94 series .5405 horizontal sliding .vinyl window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-110=2272a44, dated: 04/.27/20; signedand sealed'liy Joseph A: Reed, P.E. (Submitted under NOA No. 20-0512.01) CALCULATIONS 1; Anchor verification calculations and: structural analysis, complying withFBC Stn . Edition (2014); .dated 06/01/15 :with revision dated 09/01/159 prepared :by PTC Product Design Group; LLC, signed and sealed by Robert J. Ainoruso, P.E. (Submitted under NOA No::15-0618.02) 2. Glazing compli:es.with ASTM E1300=04 QUALITY ASSURANCE . 1., Miami -Da. e Department of Regulatory and Economic Resources (RER), .., 0 Sifang Zha.o, P.E. Product Control Examiner NOA No. 20-1103.08 Expiration Date: May 06, 2025 . Approval:Date: January 21, 2021 E:— 1• F. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED MATERIAL CERTIFICATIONS ... 1: NOA No.19=03:05.02 issued to Kuraray America, Inc: for their "Trosifol®.: Ultraclear, Clear and Color PVB Glass Interlayers",' expiring .on 07/08%24. 2. NOA No.18-0122.02,. issued to ENERGI. Fenestration Solutions USA, Inc., for - their White Rigid PVC Exterior :Extrusions for Windows and Doors; expiring on 02/28/23. 3. ENERGI Fenestration:Solutions Data.S-he:et. for compound product No. 3242/8007; Rigid PVC Building Products Profile Extrusion compound designed for.Windows'arid q. Doors dated May 19, 2016. STATEMENTS ms. 1.. Stateinent letter. of conformance, complying with FBC 6tb. Edition (2017),:dated January 8, 2018, prepared by PTC Product Design Group, LLC; :signed and sealed by' .Robert J. Amoruso, P.E. (Submitted under NOA No. 18-0122.14)' OTHERS : 1..:' None. NEW EVIDENCE SUBMITTED: DRAWINGSd. L Drawing No RPLS0064, titled "Series 5305 Tilt Double. Hung Impact Vinyl.:: Window", sheets 1 through .10 of 10, dated 01/12/09, with-revision.L dated '10/20/20, prepared by PTC Product Design Group', LLC, signed and sealed 'by.Robert J. Amoruso, P.E:::. TESTS 1. None . CALCULATIONS::.:, 1. one:. . :QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Econ' ic:Resources (RER):: MATERIAL CERTIFICATIONS None. STATEMENTS 1. Statement letter of conformance, complying With FBC 71h Edition;(2020), and of no. firiancial interest, dated 10/20/2020,.prepared by PTC. Product Design Group, LLC, signed and sealedby Robert J. Ainoruso, P.E. OTHERS: 1. _ Notice of Acceptance No. 18-0918.04, - issued- to Regency Plus, Inc: for their Series 665205" Outswing White PVC Casement Window = L:M:I:; expiring on 05/06/20. �. - Sifang Zhao, P.E, Product Control Examiner NOA No. 20-1103.08 Expiration. Date: May 06, 2025 Approval Date: January 21, 2021 E:= 2. REGENCY PLUS, INC. LARGE MISSILE IMPACT. .. .. .. NOTES: INSTALLATION ANCHORAGE' DETAILS .. ... ... .. ... 1. THE PRODUCT. SHOWN HEREIN:IS DESIGNED AND MANUFACTUREDTO COMPLY WITH REQUIREMENTS OF THE 7th 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/. . : NRY 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. 3. IX BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHEN 1X BUCK IS USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE. WHEN USED, 1X BUCKS SHALL BE 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 AND TAS 203. SEE TEST REPORT NO, NCTL-110-11422.2, DATED 10/02/08; WITH REVISION DATED 01/08/09 AND ADDENDUM LETTER DATED 03/12/09 BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK, PA, SIGNED AND SEALED BY HAROLD E. RUPP, FLORIDA P.E: VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO. 19-0312. - 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 & Fu37.5-68.7 ksi) - SASHPERIMETER 5.22. . LAMINATE GLASS INTERLAYER: TROSIFOL INTERLAYER BY KURARAY AMERICA, INC. PER CURRENT MIAMI.OADE NOA. .. - :. 6. GLAZING: 6.1. GLAZING DETAIL AS TESTED: : ... .. ... .. ... .. .. ... .:. .. .. .. 6.1.1. OVERALL: 7/8" 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... LAMINATED.LITE: (2) LITES OF.1/8" NOMINAL ANNEALED GLASS SEPARATED BY A 0.090" TROSIFOL INTERLAYER BY KURARAY AMERICA, INC_ : ... ..... . . 6.1.4. SPACER TYPE/SIZE: 7116" NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER (TYPE SS-0).- 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 90 SHORE A DUROMETER. GASKET - . MATERIALS SHALL BE EDPM WITH,A MINIMUM 60;SHOREA 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 ALLOWABLESHIM STACK TO BE 114". - 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 1" MINIMUM EMBEDMENT INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4" MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED. ANCHOR LOCATIONS HAVE+/-1" TOLERANCE. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: " 10.1. #12 FLATHEAD WOOD SCREWS. (WS):WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8" MINIMUM EDGE OISTANCEAND MINIMUM ANCHOR -TO -ANCHOR SPACING OF 2" ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS: ANCHOR LOCATIONS HAVE+/- V 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 METAL STRUCTURE USE #14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS (SMS) WITH.SUFFICIENT 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 DETAILS. ANCHOR LOCATIONS HAVE +/- 1" 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 SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:- .. 73.1: 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 & GLAZING DETAIL 5 HORIZONTAL SECTIONS - COMPONENT ID & FRAME CORNER CONSTRUCTION 6 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 &COMPONENTS � o ;in. "o RaWt J. Ammuso, RE Florida P.E. No.49752 No PRODUCT REVISED l g with tho Florida lullEing od. NOA-No. 20-1103,08 Wrylratlon oato 051OW2025 ey si,7 NinmhD d Proauet cone ' ALm - SERIES 5305 TILT -VINYL DOUBLE HUNG WINDOW WINDOW ry , .. o .. .. - N ry „ - 0 WIDTH SCREWS) OR CONCRETE/MASONRY SUBSTRATE a :49"TOP SASH (CONCRETE SCREWS): �: �LL ALL. WIDTH " ° o 45 a' TOP. .:. a a o 0 0, as w SASH _ ❑ .� a = w o w D.L.O.'WIDTH " 3"FROM CORNERS YP C.. B @ HEAD SILL T I 6 6" FROM JAMB CORNERS e .. 2„ O.C.:TYP. FOR 3v a WOOD SCREWS. oo II �jr p„ �/r .. II �Z o w 3216 TOP 4" O.C'. TYP. FOR za a 36 B' TOP D SASH 8 I CONCRETE SCREWS. D 77" MAX. SASH 5. „. X_ 5 D.L.O.. C „ X „ e ci = m z� FRAME HEIGHT HEIGHT: 8 z xo . m HEIGHT 1 14 4' O.C. MAX. T.YP. WOOD = a Wg m 00 z 'i Rail 1 Imo= SCREWS ¢ a w a " " . 13 1„ C MAX TYP } c� w o0 0 B 2":O.C. 4 O. N ox g 33 'BOTTOM . I CONCRETE SCREWS z ¢ }z N R" 36 �„ 4 TYP. EACH SIDE' „ w 00 z Q g N E N CD 0 BOTTOM 5 5 .. -D.L.O. ... TING _ W. ra aM L SASH OF MEE RAIL . _ SASH L' X „ _ a HEIGHT .. S �z G9 : HEIGHT II /�: ///. :I INSTALLATION NOTES' oo 1. HEAD AND SILL ¢ 10 s `a _ UN- 6g. ww q 1511i O A 2 JAMB ANCHORAGE SAME_ T m C, TYP. 4 ... is .. _' 3. +/-1" TOLERANCE ON.SAME. wW @ HEAD & SILL aa m w DETAIL 1 ANCHOR LOCATION. � 46 '.BOTTOM ::(SEE SHEET 5)' .:. 3.1. TAPCON: MINIMUM Robe tJ. Amaruso, P.E. SASH SERIES 5305 TILT -VINYL DOUBLE HUNG' SPACING IS4".00. Fladda P.E. No. 49752 D.L.O. WIDTH WINDOW WINDOW 3.2. WOOD AND TAPPING % j'1dE, w' 1 EXTERIOR VIEW -ANCHORAGE.. SCREW MINIMUM ;.```SZ F vo,. 50 e' BOTTOM AND ETE! RY SUBSTRATES SPACING �� y,CENSF gGs SASH. �c��o 4075z..':o.� WIDTH. WOOD A CONCR MASON BSTRATE SPA IS 2" OC .. ... .. .. .. ... .: .. gip•.- .STATE�OFy . V' SERIES 5305 TILT VINYL DOUBLE V1/EEP HOLES: �o`F �LOAcae.�z``�a• HUNG WINDOW WINDOW_ 1. ONE (1) TRIANGULAR -SHAPED WEEP HOLE MEASURING APPROXIMATELY 1/2" WIDE .......... EXTERIOR.VIEW BY 1/2".HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER .. �aennna� VERTICAL LEG. DESIGN PRESSURE RATING (PSF) IMPACTRATING2• 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 - (-�+55-6/-55.0 LARGEMISSILE : :HORIZONTAL SILL FACE:: PRODUCTREwseD.. INOA-N. . .. .. .:. IMPACT .. ... .: '.:. 3. ONE (1) WEEP HOLE MEASURING 1-1/2" X 114" AND EMPLOYING A. PLASTIC WEEP .:. ... ... ... ... ... ... 9VImm It gde thfhe Flarlda 20-1103.08 COVER WAS LOCATED AT 2-718 FROM EACH END OF THE EXTERIOR VERTICAL SILL FACE. Eapl fa oate0510612025 .... ..... .... ... ..... .... Mlamwede wadeoi Caaeral SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW R T (SMS; TAPPING OR WIDTH SELF -DRILLING SCREW).. w _ 40 -' TOP SASH. c~i :.p N ° d o co WIDTH w . � N a �� r€ r u ... ... .: :. .:. .:. ... :. 454'TOP � a. Q ao Z LL we N aci SASH w ' w D.L.O. WIDTH 3"FROM CORNERS .. Y g .. .. C . @ HEAD & SILL TYP. 4. B ... . 6" FROM JAMB CORNERS TYP. m o ^ A y o - w o❑ T. ..2 O.C. TYP: FOR SMS �„ . 3216" TOP . SCREWS. zN g o 9 36 TOP SASHD I SASH ... .. 77" MAX. HEIGHT 5 .I X 5 D.L.O.' S . X . ? ^ _= F FRAME I� �/ .. HEIGHT I ui = a wo m HEIGHT ;I Q a W' 2 MeetingRail 11 �� C O a o _j m� 1,. . o n n 9 �" O MAX.:TYP FOR SMS U F W o B 2,:0.G �� SCREWS z ul i u0 5„ 4 II 33 e' BOTTOM TYP: EACH SIDE / m v o za S E 365 E . 00 sm BOTTOM.SASH TIN SASH .I X. X S dZ LL d OF MEETING RAIL D.L.O.DLO HEIGHT HEIGHT ��//. INSTALLATION NOTES: a 1. HEAD AND SILL. ANCHO A I � A • .. JAMB ANCHORAGE SAME.....oiW - 4 15 O.C. TYP. 7 .. +/- 1" TOLERANCE ON . @ EA ILL a !,"''BOTTOMDETAIL 1 3. H D:& S 46 �. (SEE SHEETS) 3.1 ANCSMS, TAPP NG OR rRJ.Amcrus",P.E. SASH SERIES 5305.TILT VINYL DOUBLE HUNG SELF -DRILLING P.E. No. 49752 D.L.O. WIDTH' WINDOW WINDOW SCREWS MINIMUM... BOTTOM EX - G CING IOi➢G$TERIOR VIEW ANCHORA ESPA S 2"O:C sE•.SASH STEEL SUBSTRATES o d0 52•WIDTH"¢SERIES 5305 TILT VINYL DOUBLE WEEP HOLES:HUNG WINDOW WINDOW. -- 1: ONE (1) TRIANGULAR=SHAPED WEEP HOLE MEASURING APPROXIMATELY 1/2" WIDE pNq`EXTERIORVIEW BY 1/2'' HIGH WAS LOCATED AT EACH END OF:THE INTERIOR SILL TRACK CENTER. """ VERTICrAL LEG. DESIGN PRESSURE RATING (PSF) IMPACT RATING +55.0/-55.0 LARGE.MISSILE IMPACT 2. ONE (1) WEEP HOLE MEASURING V X 114" WAS LOCATED AT EACH END OF THE EXTERIOR SILLTRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR HORIZONTAL SILL FACE. 3. ONE (1) WEEP HOLE MEASURING 1-1./2"�X 1/4" AND EMPLOYING A PLASTIC; WEEP PRODUCT REVISED MIh 1h Fl n emos�od `R' . .. ... ... ... ... Noa-No. 20-1103.08 COVER WAS LOCATED AT 2-7/8 . FROM EACH END OF THE EXTERIOR VERTICALSILL . E-Pl-tl �to 05/06/2025 FACE- e m o EXTERIOR INTERIOR r LL o- r �. 16 _ 19 r =o 4 W�sa�� Q 7 W� W� 1 a aO r w'o o 9 zA ' zi ' w 3 _ 8 I 2 � A Y zA 14 � 1.0 1 0 10 .. z... J < EXTERIO R 11 INTE 6 RIOR. �o .. Z SEE GLAZING - .. .. ..1 p V ... ... .. - - — 3 C9 ? $ o DSEa 14 z $zw o .:: 2 Iqy Z SEE GLAZING 7 DETAIL 1, ' V SHEET 4 ? Q. C VERTICAL SECTION 8 _ -AD - COMPONENT ID ... a w 31. a to N :. .. ... n VERTICAL SECTION 0 y ��. n S E G we 1 6 D MEETING RAILS - COMPONENT ID w o<>- N, N s 14 30 17 DETAIL SHEET 4 o'er �o 2a 1/2" GLASS, BITE NQ w� 31 W FW27 . � 4 r W INTERIOR 7/8O A LAM ATED. LAON2IN 13 EXTERIOR LAMINATED. GLASS ( ) NOMINAL a yam aLL L ANNEALED. GLASS W/.0.090" KURARAY AMERICA R"OerI J. Amoruse, P.E. INC. TROSIFOL INTERLAYER, 7/16" AIRSPACE W/ Flotltla P.E. No. 49752 5 t�p,NtNft" . 33 q STAINLESS STEELSPACER. TYPE - "�""Es S ( SSD, 00 .1 I ..:INTERIOR 1/8" TEMPERED:GLASS �00�' - EXTERIOR Nu 49732. _-.o .INTERIOR VERTICAL SECTION �— -� EXTERIOR 90 ST"TE A L SILL=COMPONENT ID 2 1.8 GLAZING DETAIL,1 PRODUCT REVISED . .. � PINIne v+lth the FIo1/Eo 6i8 coos NOA-NA-No. 20-7107.00 . EngrnO"n 0"te05100/2025 .... .... ..... ' ...:: ...:� ....: .. Nlum n n ro ue tro V Np iF W H E'H m ¢ LL O w <2a t=~o W OFF " w L Z F aF O LL wo aw 7 16 INTERIOR . 12A �00 _ m a o �O z � LL . - SEE GLAZING .. .. .. � � o DETAIL i. Z� - SHEET 4: .. ... .. ... ... ... - " 0 Z ❑ .. .. C5xz m F .:: EXTERIOR... 1... — a W Z m-m z J a >~WS2 12A 10 12 2 14 HORIZONTAL SECTION Z UPPER SASH. 10o z In E„ ...: .... . .. JAMBS - COMPONENT ID .. r $ r o JF m EL J n N 1� 1 12A 31 2 7 1 6 (n a 12 �- U „gym a d INTERIOR.. � : � " 5 Q 6 a � ".. .. .: .'... .. .:.FR J J. Amaruso. P.E. ' 11 SEE GLAZING . 1 P E No 49752 , . DETAIL I., a pl Eq�412SHEET F.. ° :d0 52." :O.DETAIL 1 TEXTERIOR.::MASTER FRAME CONSTRUCTION P ra S SH:RRA SIMILAR) 12 HORIZONTAL SECTION LOWER. SASH JAMBS - COMPONENT ID d. ... ... ....... - '. '.' ". ..... - PRODUCT REVISED as cam Mth M, Fl,,fda .. .. .. .".:. ... ... .. ... .. .. ... ... .� �.". Buildingiyina NoA Coodd Flo. 20.1103.08 " - - E, pl.tl n Date 0510612025 PROPERLY SECURED 1X #12OF2 #14 WOOD SCREW 53 PROPERLY SECURED 1X c m WOOD BUCK BY OTHERS 54 1/4" ITW TAPCON INSTALLATION ANCHOR INSTALLATI N c N FOTH - (SEE NOTE 2, SHT. 1)WOOD BUCK PROTECTION BY' GE D 2X WO dERS (SEE NOTE 3, SHEET. J ) E DI BY OTHERS RS :n m o Eij, �'o ... oa b E NOTE 2, SHT. 1) 1 1 2 MIN. EDGE IST 14 WS' 1 MIN 'EDGE DIST #12 WS: 7/8" MIN. EDGE ST CONCRETE BY�OTHERS Y OTH SHEATHING .(SE .�,'�, .. 1 1/2" MIN. BY OTHERS .o w " w 1; (SEE NOTE 2,'SHT. 1) EMBEDMENT '-` a ¢ zo ¢ w v 0 i EXTERIOR FINISH `3°' #14 WS: 1 1/2" MIN. EMBEDMENT a� .d,o mo .,. B OTHERS.----_ aw "• 1/4" MAX. #12 WS: 1 3/8" MIN. EMBEDMENT 5°w ,a 5 Y OTH . '*`• - .:: SHIM SPACE. . EXTERIOR FINISH J Y BY OTHERS .,,? PERIMETER' CAULK ... ... .. ' 1 /4" MAX.SHIM SPACE: Dp w BY OTHERS r/�� Do d PERIMETER CAULK ¢ o BY OTHERS Qo o u �_ ZW a (DX Q PDT N z m z =m EXTERIOR = a m>- m rn p b... ^<��Z m5Z �A1 VERTICAL5ECTION . Lu a .. ... ...CONCRETE SUBSTRATE ... ... .:. ... .: ... ... .. .. ... ... .. .. U = ¢ } o Frc WINDOW INTERIOR w C) 4 HEIGHT %>� 'VERTICAL -SECTION INTERIOR WINDOW (D O z w s EXTERIOR .:. .. .... W .. TE ... ... HEIGHT u OOD SUBSTRA EIGH o F PN .. .. .. _ ... ... ..... .... ..... ... .... .... N I cR 00 .. ... .. .. ... ..AlQ� .. .. .. .. ... .. ... .. .. U)0 ANCHOR —TO —SUBSTRATE rR' t1 W ¢ b 7 EDGE DISTANCES ARE pAND ' MEASURED TO BOTH SIDES OF SUBSTRATE n Flora Ro�ertJP F N.. 49752 ...:. q .. .... .. q ��tpINUE3 bq�p .: PERIMETER CAULK. �� Dp :�Em F��k BY OTHERS . . . .. 1:/4' MAX. ...:. .. ..1/4" MAX.•yip': _[SHIM SPACE - :SHIM SPACE' �:: 2' '$ PERIMETER CAULK = r; r �:r,e .. �,a:. 51� •0: C EXTERIOR FINISH .:.;;,,;_. �' "' BY OTHERS .yo � BY OTHERS r'•' - #12 WS: 1 3/8" MIN. EMBEDMENT THERS Q a .. 1 1 2 MIN.. ,u (SEE NOTE 2, SHT..1) o a EMBEDMENT, . sii 4" S�ONA�N``� ;•`, EX TERIOR FINISH PROPERLY SECURED 11 BY OTHERS ;y WOOD BUCK BY OTHERS -' -' X WOO - SHEA THING 2 D (SEE NOTE 3, SHT. 1) WOOD BUCK PROTECTION 1/4" ITW.TAPCON 54 1EDGE DST. .. (SEE NOTE 2, SHT. 1) BY OTHERS BY OTHERS (SEE NOTE 3, .' INSTALLATION ANCHOR #14 WS: 1" MIN. EDGE DIST: SHEET 1 - # 2 WOOD BUCK EBYRO HERS PRODUCT aeN seo #12 WS: 7/8" MIN. EDGE DIST:'.... - ( ) . pw,g w h. Florld, 1 OR #14 WOOD SCREW VERTICALSECTION INSTALLATION ANCHOR 53 SEE. NOTE. 2, SHT. 1 1.9 CONCRETE SUBSTRATE F-1.r.0.. ort. 05'0812025 .: .: ...:: ..... ...:: .. WOOD Si A VERTICAL SECTION . ^; .. . _ - _ J;3SIRATE mw.a. v d..t c.nem o. - #14 SHEET METAL .. SCREW/SELF_DRILLING SCREW 55 d c .� INSTA .- .. .. EDGE DIST. METAL SUBSTRATE (TYP.) ..BY. OTHERS x LL w x EXTERIOR FINISH (SEE NOTE 2, SHT. 1) O LL ga LL O a BY OTHERS rc 3 THREADS MIN. a s- o N as n W EMBEDMENT -BEYOND -w. 51 .. , INTERIOR .WALL .. ... 1 4" MAX. ... -„ ...: .. SHIM IM SPACE ... PERIMETER CAULK BY OTHERS Q�� .� w w Z o a O N O �p - �INSTALLATIONNOTES: z K r 00 ° ANCHOR=TO—SUBSTRATE. ILJ/ 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE. FOLLOWING: "" 1.1. WOOD FRAMING, 0— �� A Q . EDGE' DISTANCES ARE " 1.2. STEEL STUD FRAMING, y a TYPICAL AND 1,3. ALUMINUM FRAMING, AND . = N F Z to MEASURED TO BOTH 1.4. CONCRETE AND/OR MASONRY. Z C7 =Z r» . - ..EXT . p� SIDES OF SUBSTRATE ...... ...... ..... ... .... .. ....: .... 2. 2X WOOD FRAMING, 1X OR 2X.WOOD BUCK, METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE __ J ¢ a w od m w m m W z - DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TOSTRUCTURE. , . - TE/MASONR NCRE Y ENGINEER Oo 0 rc .. OPENING HE RESPONSIBILITY OF ARCHITECT O R OF CO NING IS T PONSIBILITY THE ARCHI R RECORD. V O j r E VERTICAL SECTION WINDOW 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL. WHEN 1X BUCK IS USED; INSTALLATION ANCHORS WILL m U U z z •' METAL SUBSTRATE HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE. WHEN USED, 1X 00 S< 8 " .... .... ... BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS K $ g r w J F- 2 I R THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DISSIMILAR MATERIALS MUST BE .o EXTERIOR • - SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE ENGINEERRECORD._ RESPONSI E ARC CTOR ENGI OF RESPONSIBILITY OF THE ARCHITECT d mc� 1 _ V1m a a J 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" w In dO� OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 114". UlW d w Ufi `Ya 5:. . 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. 1" n ILJ1 MINIMUM EMBEDMENT INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN AND INSTALLATION�MINIMUM SPACING BETWEEN ADJACENT HORS TANC R Rob J. Amoru P.E. ' r � I 1 /4'• MAX. . ELEVATIONS .DETAILS. .. CATIONS HAVE / 1 TOLERANCE. ANCHOR LOCATIONS , a _E o 4w Monde a P.E. N . 52 �lQ13 . SPACE - .. 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE:OF THE FOLLOWING: „ vuNphl. d� INMES 4 !"i,�- PERIMETER CAULK. ' 6.1. #12 FLAT HEAD WOOD SCREWS S WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM M) �.� Q�.•••••••• �q 4 i _ EMBEDMENT INTOSUBSTRATE WITH EDGE DISTANCE �. �pENg ti F. •, GU!�� BY OTHERS 7/8" MINIMUM AND MINIMUM ANCHOR -TO -ANCHOR _ " ?p0, �; : No 49752. 'joy SPACING OF 2" ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE+/- 1"70LERANCE.T. S 1 �'a! 6.2, #14 FLAT HEAD WOOD SCREWS (WS) WITH SUFFICI ENT LENGTH TO ACHIEVE A 11/2"MINIMUM ' ��i USTATErIq�yC-:U= • - EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR % p •• �4• 4r: •�•` SPACING OF 2" ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION.DETAILS. %i'• C IOP' .. ANCHOR LOCATIONS HAVE+!-1"TOLERANCE.' ... pi;S„INA1 .. EXTERIOR FINISH 3/4" IN 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-. ISMS) WITH SUFFICIENT LENGTH TO ACHIEVES THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL (TYP.) . INTERIOR WALL WITH 3/4" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING "OF'2" ON CENTER. LOCATE #14 SHEET METAL ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR, LOCATIONS HAVE+I- 1" SCREW/SELF-DRILLING. SCREW METAL SUBSTRATE- TOLERANCE. .. 'ANCHOR 55 BY: OTHERS .. .. .... ..... ..... ..... .... ..... .. .INSTALLATION (SEE NOTE 2,SHT. 1) 8. INTERIOR'AND EXTERIOR FINISHES BY. OTHERS. NOT SHOWN FOR CLARITY. . . "-- VERTICAL SECTION - 9• PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH PRODUCT REVISED .B�ttat� g wt0, et,o_Fm.m� AIETALSUBSTRATE ASTM E2112. • - - enFimu_ DaboS106/2025 . ... .. .. .. .. .... ... .. ... .. .. .. ... ... .... mt-i C..t-l- 4 2X WOOD 1/4" MAX. N FRAME -BY OTHERS SHIM SPACE . 7 4 qX. SHIM SPACE v 1 t 2' MIN. EMBEDMENT - CONCRETE 1 SHIM AS REQUIRED / a w 1 EMBEDMENT - MASONRY N O #14 WS: 1 1/2" MIN. EMBEDMENT . .. . - INTERIOR N - I INSTALLATION ANCHOR 0o LL TER OR sa 1/4" Tw TAP.CON ELATION N z g #12 WS:.1 3/8"" MIN. EMBEDMENT Gw �� a .Sf a. o 1/2"" MIN. EDGE DISTANCE - .CONC. a 'N z a w o #12, OR #14 WOOD SCREW Q�a P� 2" MIN.. EDGE DISTANCE -MASONRY =w 5; INSTALLATION ANCHOR Q Qom— CONCRETE OR MASONRY w #.14 WS: 1' .MIN. EDGE DIST. ...-... ... .. ... �o .Q . BY. OTHERS #12 WS: 7/8" MIN. EDGE DIST. (SEE NOTE 2, SHT. 1) m o -O 0 -PROPERLY SECURED 1X o z a PROPERLY SECURED 1X O OOD BUCK BY OT E W H RS O m :... " 4:.... �� �� (SEE NOTE '3: 'SHT. 1) Z w w WOOD BUCK BY OTHERS' „;.;t '+.;:'; ':;t. �-�j F- . (SEE NOTE 2, SHT. 1) PROTECTION old dU WOOD BUCK. BY� a } SHEATHING EXTERIOR OTHERS (SEE NOTE 3, SHEET 1)_ ern BY OTHERS Z = =N . q EXTERIOR F .... INISH m m EXTERIOR' FINISH PERIMETER CAULK PERIMETER CAULK BY OTHERS � aQ a �; w BY:OTHERS BY. OTHERS " ".BY OTHERS.": n < _j g z VERTICAL SECTION m > Z C WOOI)SUBSTRATE ANCHOR -TO -SUBSTRATE OD VERTICAL Wo s° tis� EDGE'DISTANCES ARE ." vECONCRBTE/NlASONRY..: .... .. �o� Ja TYPICAL AND - SUBSTRATE .o P: . F MEASURED TO BOTH ". .:. ,nw z n� d3 N 1/4" MAX. SHIM: SPACE - SIDES OF SUBSTRATE a: INTERIOR SHIM AS REQUIRED /n0 w1� a yo #14.SHEET METAL wO aom 55 SCREW/SELF-DRILLING SCREW a INSTALLATION ANCHOR ' .. .. :. . . :. .. ... .. .. ... .. . . - - Robert J. Amoroso, P.E. Fl. i6 P.E No. 49752 no 3/4,' MIN. P� EDGE DIST. (TYP.) UPPER SASH JAMBS �.�� is EES4!4' SHOWN. SIMILAR.. .. 0�? •y�... NSF•.9G.a —� INSTALLATION FOR. . l4r No as sx.' Ap iP �0 3 THREADS, MIN. LOWER.SASH JAMBS. EMBEDMENT BEYOND INTERIOR WALL � SyL. a METAL SUBSTRATE BY OTHERS STATE .O� .tu. .. .. (SEE NOTE 2, SHT. 1). d - EXTERIOR- FINISH - PERIMETER,CAULK BY OTHERS' BY OTHERS . . .. "' PRODUCT REVISED - - auliEl,9 Cotlowllh the Flmlda - ROA-N. 204103.08 (�EVERTICAL SECTION E:PIMUen gala 05I081202S METAL SUBSTRATE _ 0y frJ lx�'�ta� one �roI- C � G W OMAIN FRAME. ' . WHITE RIGID 2 .:. SASH FRAME SASH COVER 30 SASH STOP FRAME 40: rj SLOPED. SILL COVER 0 o a .. w 0 a w R o a PVC WHITE RIGID PVC WHITE RIGID. PVC COVER WHITE RIGID PVC _ a w o a d to TYP. WALL TICKNESS 0.070" TYP. WALL THICKNESS 0.070" TYP, WALL THICKNES 0.065" WHITE.RIGID PVC WALL THICKNESS 0.075 P. A ° w w` �4,170^ .. .. .... ... .... '...:. P. CKNE 7 . 0 315" ao 3. 5 - "� Y 1 �— 1.000" � 0.565" L•'"'S" 1.400". - .... ... .� .� .. a 3.250" ..' 1.531". 1.350" .. 1.635"�--� .. o .�a Z � o GLAZING LIFTRAIL HANDLE GLAZING BEAD STOP O WHITE RIGID PVC INTERLOCK COVER ® 'WHITE POCKET.HEAD COVER O REINFORCEMENT 10 STEEL 3 � _ � t7 I. WHITE RIGID PVC © NESS1rr.0.055" THI.C��� TY1P.12. WA--L—L 0.055". ...: RIGID.PVC TY . HICKNESS 0.075.". O WHITE RIGID PVC. WALL YP WA _ � am m $0 w� LLI`THICKNESS THICKNESS 0.070" 1.657" THICKNESS 0 .. .. 0.434 W zC ��$ 000.3os^ wE9J 0.891 : .914" , 1722" . �8 1.0770.329' 0 280" (TYP) .. W O0.953" >O U '^ e� 1WALL .K. .. .. .T.YP. -T�ICKNESS .. .. .. .... ..�'TYP. o.as 30 � 0.7 1'a g .. ... ... ... ... ... ... ... .. ... ... ... ... ... .. ... .. ... ... ... .. ... ... .. .. w o N a ® CAM SWEEP LOCK - 9 FACE -MOUNTED KEEPER ... O ®CONSTANT FORCE �' m STEEL " ... ..... STEEL . .. BALANCE TYP. WALL TICKNESS NA TYP.. WALL TICKNESS 0.070" Rohert J. Amoroso. P.E. .750 � ' 0.150" 00 0 665" •. ±0.1000 F.E. No. 49752 - `jkm .. �2.836": ..: .. ..: ...:: ..... .. .... _ ... .... .. .... stt4 - V.1.328i° ... ... � .. 0 . " 1 220 D IA MAX:� . . +0 000 1.885" `\Q���t)EfiSF.•gG 2.062" 0.467:'E _0. 1 00 i �Ko 0.406" Oy' •�\�� R• �„ �ONA�tttt. . 0.525" - PRODUCT REVISED tiunam9 m wtth the Florida • ... nod=Nu. 20-1103.08 Expiration Date 05106/202S .: .:. ...:: .- ..'. ...:: ..... ..... q er mi..Produ�C,ntml Series S30S Doublepart Hein • / Biil 07 Material Item No; Dascd VoR Numbers Sup Ikr Matelul Frame Cam nests .'1:. rbactpr Fraiaa' .. ... .. IV 7700 .., Ena I1Ra al:. Whim PVC 2 Sash Fmmc (O -tin r r _ nor o al Pn0mif Ro at �W'hilo PVC (2) ' _ SaSh COver1103tl Koopor5aah N Whito 107017725 'WholO PVC(2) 4 Sash Slop Fmmo Cover--iVWhlt0107017736 : E-igilRapel -Whit. PVC (2) S Sloped SRI cover _ -. - IVwhico1181I7738 Enroll/Royal W'bilo PVC(2) G Gmi'b;g Lllmn Handie Coerat;n Sashes) = N:Whito 106317747:': Edcrgilhug5l ':Wh1:e PVC (2) 7 Glazing Bead Stop Operating Sashes) IV WhRe I0137/7745 Ener i/Royal - whit. PVC(2)' 8 Interlock Cover (I)ecrating S2ShQSj Enf !Royal " 'Whim PVC 9 POakcl Cover Head NWh1w 107317724 Eno NRo al. Wh00 PV.0 2), ' Roinforcemenl ' 1D: 0 np ntinO Sash Perlmolers 711eavy Reinforcement ST•22G14GA.052 Llgmtln M1letals . ,06"6aN,(1: 11 R6x5B"Tek !Sash Rninlnreement Fxstenor 117545- - GLF Cor oralion W-If ratrl in " - .210x.300 Fin Seal Poakat Cover 110731772411'rmo Hoad W23303NWOD00 Ultm•Fab .210x.300 Fkt56al Poeket mover/118U7738irrem0.6m.:- VV23303NWO000 Ultm•FaD 12A .210.X.30Drin Seal Sash Frame 11262/776111 KeeperS..h W23303NW0000 Ultra-rab .210.X,30DFh,S.al S4sh FraMt J 12112/77501 Lack Sash '. W23303NW0000 UIVaFlib .210 x,300 r+n Sell Sash Fnse ll2a2JT750l Loak$.sh 'W233031,1=000 UltmFeb .: 129 •187 x .300 Fin Seal Interbck Cover / 110017727 I Keeparbash - - W23301NW0000. " UIi1a•Fdti - - - - - - ml,..700 rin Seal laterluak Cover 11100 17127 iLcck Sash W23301NW0000. Ultra•Fal, 12C ,270a.220 Fin Sml Sash frame JSingla Lop. croon Fnmo W11225TW000D. Ultn•Fab. : 13 .200x.340 H-8uih $eal SAI, Frame 1282J7?SDlLo.k Sash E20710VAN2020. Uitn•Fab . - ... ... Glazlnd .. 14 Wet Glaco 10poWina Sash 5525ftflex uk"k ISN. US 16 OpcmDOHLOck Sash E3862.7mm l0 0PVB k1tcrlayorlG Hurl-Laraim. hn act Cardinal 16 _: 0 ep rat!pg Kee er Sash E3062.Tmm1PVB Inteda r:G- HurACane Laminate lrnpacl Cartfinal- IT Guos SetUnq OTMIIS Sath - 2ND4:K-0.125-032.OG4 Frank Lowe ' - .10.:. ENDUR H. with L Ed o SS 5 accr .SS-0TYPE - Curdln.1 " SSalnicsa SWcI. ID Isleel' -' - Tool Hardware' - - ." '. Seri nCorripdnents not all eom iienls lD'ed In 9ectian vlevls 20'c Sin Lou raw ..VAlite - - "" 06516NEW192 Sha sUnlimited' ... ... 21 Doublet Fmm.•Now Wltrh•. 06515NEW192 ShapesUn11mi4N 22 TOnsbnS pin 2584 Ado t - 23 Fmor Taos Scrccn Cbth Cham=1160' x 06' : 1602606 :: Pit r 24 silo S lino EXFLX•O165-BK knperLM Plastic USA _ 25 Aluminum Corner Ke s GK252%260 Ilygmefol.1clals 26 Screen Clip Clear H-984 PmducWD n 27 _ Screen Clip Clear H.1150 Product Design Misc. Components, Hardware arrd Hatdw m Fastmert(not all core onems tD'ed in section views) 28 361b. 3 Coil 1984 Series/ Constant Fcwe'Balance ', 803836'. ', fdnesbta/Truth', ' 29 Not Used .. .: .: nra .. 30 Hurrkane.7dt L'WW .... .. .. """ 1057A-Om•E'W ... Visbn Ind..Wos ' .. .. 31 Pivot Bars l T.Sha ed Head 6987.. Vision mdusmes . 32 CqM Ty oSwua"hocka 322034•0D3•EW Truth Hardware.": . 33 Map Holo CavcrWhito H-008WHZ Product Design. : 34 Munthl Bar:. - - W581'4 .:. H raid. 14m I . . 35 i4 N4. Bar End Phru D58P Hygmde M1letolo jr Interbek Covor(Cpem5n Sash ILock Sash 1111.66 Vdlyl Camenl RH Products 37 oa Inlorlk Color(Opmaling Sash IKcc cr Sash HH 66 Vin ICrpnt RH Products 33 tlttrair End Ca $Wlltte 00154•C001 all; Plastic 39 Stainless Slecl SLi Ias 0r0x1R Sash BEA80110 Smith Selplo 40 30PP 12•IBP50.9i1G %1318XSFoam Obck W0411022 Lmden r 41 .75 White Balance Plea. 21300A0077 Lamatek 42 Hwricanc Gfude Slating C3025 Jams S do Wire 43 Accessory Parts lrsWa6on Translucent 024N1X01500100 N-aro.rd S18cones 44 Safe Seol Lock 322098.003{W Vmmn IndushRs 45' Sale Seal Kee.r 8292A•003•EW Vtsbn bidusWos 46 -W.2"Tri-rCWO1 ,C40273 Grip!Sash Pivgt Oarn " 172003 GLF Corporation 4T /8.18 x0850 FIa1.Wafer Shauldorl Sa9hl Hunlcane Laleh.... 13T341.... GLF Co oration. 4B � i<8a 11A" Tok While/Locks 120376 f GLF Got om6on 49 a6x 1-T0k Wh-tot Ko0 om 116021. GLF Cor oration. - SV R 8 R 3t4` Tck f Pan Hoad BOI.nCo'Sn068 120766 GLF Co .reties ' 51 s5a'3187 Tck l Screen Cl:os Wmtf .' 116506 GLF Cororation 52 R 17. i W FL11/ tA$t3lk*0n SCrow9 14UIIEO GLF Corporation - IMmLolmn iastenem - 53 W20R0/4WODDSCRM I nh I •Steel Sd iia^pOVANCF.O THRFMFORM TAPCON IITW •S1c0 Ss 914 SHEET METAL CR SELF -DRILLING SCREW Infa n%a I Steel ill lly{Odv MvLRa Spvcifkarorc Aii lrp3 tp SC1., LS T7pi A and B, 70 Mi N R) W Y:rldttnnatR GrDGJra�itrJ (I)LSIRGI/'NUIm1110N5MUptxlty?q,1NC,RXNRRENia9al.9•Ca.(Ndn40f A[CEPiNK1 iN0Al.' - ' e .. N. HURRICANE a .: TILT LATCH o = to m STEEL -ZING COATED' : O W.N.. 2 w. . Q Z Z¢ Q N ... a a o w o a W 0.697" w s a 0.176" 0.323" J. s 0.346. 0.205" 0.377" 0.709" �_ ..y o .0.166" - 3 0.377" o rn . . 1.906E 2.260" } z z S 5.622" ... :. O Z L9_ I �T z0 U 2oa �a 0,669" z O � = n ❑ gmO ,, m m F J O 0.803" 1.067" O a- EL m m z IL (7 D to 'd 1.012"' 0.709" 0 m 0- p j 0.15" 7 J �JogS 0.544" ... .. 'o �o ��ry$N o F.O uVSz° MCO h ¢ u7 m 10 0 31 PIVOT BAR Robert J.Amomso,P.E. METAL Florida P.E. No. 49752 pa`� lkM! lei� rii $ •LGd'�^� ... .. �Ct' NO 40 S2.'1.- STATE. Tyrau p : E 0.551" ❑ a a 0.748" ®® 0.368" 2.372" .. .. PRODUCT REVISED " bo I'm Bundinq pkrWingge wltk the Florida ... -"' "' - NOA-No. 20.1103.08 Explratton Dnte051062025 By ... ... - Nlam o a uel o_U6 ... .. ... ... ... .. ... .. ... .. ... ... ... ... ... .. .. ... .. ... . y,