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HomeMy WebLinkAboutPRODUCT APPROVAL-SINGLE HUNG :� � .�,^bli�+2ry•,`.�L;t4 k � ft �'"� �� t I c' is§G ` BCIS Home ! Log In i User Registration Hot Topics Submit Surcharge Stats 8,Facts Publications i Contact Us r BCIS Site Map,i Links a Search j Product Approval USER:Public User Pmduct Approval Menu>ProducL or Awlication Search>Application List>Application Detail x �c? '+Ls "S FLFL239-R28 Application Type irmation Code Version' 2020 Application Status pproved Comments Archived E Product Manufacturer �echn.l.gy Address/Phone/Email Drive North Venice,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com sEVIEWED FOR Authorized Signature ens Rosowski f p�fME COMPLIANCE C rosowski@pgtindustries, o Iy1 .�'a Technical Representative Lynn Miller,P.E. T. LUCIE COUNTY Address/Phone/Email 1070 Technology Dr BOCC N Venice,FL 34275 (941)486-0100, Ext 21142 Imiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category in ows Subcategory. Single Hung Compliance Method Certcation Mark or Listln Fate C®py g Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203- 1994 Equivalence of Product Standards Certified By =I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in. compliance with the new Florida Building Code. Documentation from approved Evaluatlon orValidatlon Entity C"Yes /DNo' C-N A Product Approval Method Method 1 Option A _ Date Submitted 11/05/2020 Date Validated 11/05/2020 Date Pending FBC Approval Date Approved 11/11/2020 Summary of Products i fL—# Model,Number or Name ;Description �239.1 SH5400 (Non-Impact) y Vinyl Single Hung Window Limits.of Use I Certification Agency Certificate Approved for use in HVHZ:Yes { FL239 R28 C CAC 20<0401.04.pdf i Approved for use outside HVHZ:Yes `Quality Assurance Contract Expiration Date Impact Resistant:No 07/30/2025 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R28 II 20-0401.04.Ddf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. II Created by Independent Third Party: 1 Evaluation Reports Created by Independent Third Party: 239.2. SH5500(Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate s Approved for use in HVHZ:Yes FL239 R28 C CAC 20-0401 03. f pp d p_ Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/30/2025 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R28 II 20-0401.03.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER j and anchor type,size,and spacing information. Created by Independent Third Party: I Evaluation Reports l ( Created by Independent Third Party: 239.3 SH7600 (Non-Impact) E Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R28 C CAC 20-0401.12.pdf Approved for use outside HVHZ:Yes I Quality Assurance Contract Expiration Date Impact Resistant:No i 08/23/2023 Design Pressure: N/A 'Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance I FL239 R28 II 20-0401.12.pdf i(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER I and anchor type,size,and spacing.information. Created by Independent Third Party: Evaluation Reports i Created by Independent Third Party: 1239.4 SH7700(Large Missile Impact) I Aluminum Single Hung Window I Limits of Use 'Certification Agency Certificate Approved for use in HVHZ:Yes ; FL239 R28 C CAC 20-0401.11.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes i 06/23/2023 If Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R28 II 20-0401.1l.pdf. (NOA)for product performance information,anchorage details, I Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports I Created by Independent Third Party: 3aci: Next Contact us::2601 81air Stone Road Tallahassee FL 32399 Phone:850-497-1824 The State of Florida is an AA/EEO employer.Cho yr�f ht 2007-2013 State of Florida.;:Priyaoi,Statement::Attessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective Dctober 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credt.Card'..: - " Safe i MIAM!•I DE MIA-MI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DWISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) K%w.miamidade.gov/baiId ng PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right,to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SH-5400"PVC Single Hung Window—N.I. APPROVAL DOCUMENT:Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05115115,with revision C dated 03/10/20,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E.,bearing-the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of N OA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature..If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.17-0630.06 and consists of this page 1 and evidence pages E-1, E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.20-0401.04 i�ltAAtFDAOe4O.INTY Expiration Date: July 30,2025 Approval Date:July 23,2020 7/16/20 Page I PGT Industries,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. 15-0519.06) 2. Drawing No. MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05115115,with revision B dated 06/06/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 17-0630.06) B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Durascal'spacer system, Super Spacer`"'NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717,FTL-8968 and FTL-8970,dated 11/16/15,06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.04) 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)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964,dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5` Edition(2014), dated 05/15/15 and 08/29/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15-0519.06) 2. Glazing complies with ASTM E1300-09 Manuel Perez,P.E. Product Control Exa r NOA No.20- 01.0 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREN71OUS NOA's (CONTINUED) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-0 12.03 issued to ENERGI Fenestration Solutions SA p 7 N ons U for their White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc.for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition(2014) and FBC 61 Edition(2017), dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 17-0630.06 2. Statement letter of no financial interest, dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted,under A'OA No. 17-0630.06 3. Proposal No. 16-0125 issued by the Product Control Section,dated March 09, 2016, signed by Ishaq Chanda,P.E. . (Submitted under NOA No. 16-0714.04) 4. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19/14,signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.04,issued to PGT Industries,Inc. for their Series "5400"PVC Single Hung Window-N.I. approved on 08/18/16 and expiring on 07/30/20. Manuel Perez,P.E. Product Control Ex a r NOA No.20. 01:04 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05115115,with revision C dated 03/10/20,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsi1983 silicones,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal) FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in-proposal) and FTL-20-2107.4,PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition(2014), dated 05/15/15, 08/29/17 and updated on 03/10/20 to the FBC 71 Edition(2020),prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) Manuel Perez,P.E. Product Control Exa r NOA No.20- 01.04 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED(CONTINUED) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 18-0122.02,issued to ENERGI Fenestration Solutions USA,Inc.,for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. 2. Notice of Acceptance No. 18-1217.15,issued to ENERGI Fenestration Solutions USA,Inc.,for their Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 04/16/20. 3. Notice of Acceptance No. 18-1217.16,issued to ENERGI Fenestration Solutions USA,Inc.,for their Performance Core Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 02/04/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition(2017) and the FBC lei Edition(2020),dated March 10,2020,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated March 10,2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January-10, 2020, signed by Ishaq Chanda,P,E. G. OTHERS 1. Notice of Acceptance No. 17-0630.06,issued to PGT Industries,Inc.for theirSeries "SH-5400"PVC Single Hung Window -N.I. approved on 11/30/17 and expiring on 07/30/20. Manuel Ped Product Control ENOA No.20Expiration Date: July Approval Date:July 23,2020 E=4 ANCHORAGE I EXAMPLE FOR �28-1/6'MAX.D.C. 21.518- ANCHORA.OE EXAMPLE DESIGN PRESSURE RATING IMPACTRATING RADIUS-TOP 52-118"MAX.BUCK WIDTH FOR ARCI1•TOP --- HEADER(SIM. _ 12"MAX.FROM MAX.O.C. HEADER(SIM.FORgLL VARIES PER REINFORCEMENT PACT REW FOR FOR ALL r;LM SEAM SHEET 3�- -�MAX O.C.�_ 12'MAX / / N7NDOW TYPES) LEVEL,SEE SHEETS e•7 IMPACT RESISTANCE WMDOWTYPES) / _ 1 -i 52-118'MAX.BUCK WIDTH 10"MAX.FROM a,SEEJ A,SES 12"MAX. / FRAME SEAM F SEE 5HEES SHEEi3 -• -30"MAX.O.C. - -12"MAX SHEET3�- u FIXED VISIBLE �^ /_ - STD,SEE `� I` 8 8, __ LIGHT WIDTH~ A,SEE - B,BEE •+I�`I.,_'I2'MAX. C,6EE SHEET3�^ - I -12"MAX. _ FIXED 6HEET3 f--•- �I 4 t EQUALLY ` VISIBLE A SEE -I---- S11EET4 EQUALLY I 17-7/0"MAX.O.C. SPACED LIGHT 17-7/B'MAX.O.C. SHEEi3+ SPACED ( ANCHORS PER HEIGHT I -•-L-- TABLES 6 d 7 IE _ -, EQUALLY 17-Va"MAX.O.C. / ANCHORS &T _ - I 91,70" SPACED TABLES Od7 / I / MAX, ANCHORS PER 84• - I _ BUCK TABLES 687{ J _ _�- 6Z" Q I / BUCK -]— __ _ __ �— HEIGHT MAX. HEIGHT la^r4AX.O.C. BUCK - 1D MAX.O.C. -_ 1a"MAX.IO.C. BUCK -- AS SHOWN )( ) 4 - y _L HEIGHT _x 4 `L - X I 4 * y FIEIGHi _X IG, (91,78" I - �_ ---111 1 1-L MAX.) EQUALLY 13-3/4"MAX O.O. EQUALLY � SASH _ 1 13-3/4"MAX.D.C. EQUALLY / 13.7/4'MAX.O.C. SPACED �_ SPACED I VISIBLE .�— SPACED L--- -- SEE ANCHORS PER / ///yyy ANCHORSPER 1 ///////TTTLIGHT ANCHORS PER y/ TABLES a&7 / ^� TABLES 6&7 j HEIGHT- A TABLES 6 ER - IA SHEETS --�/ ys•uz'Mnx, 6-1/2 MAX. 6aR"MAX. NO ANCHORS AT SILL NO ANCHOR9 gTSILL NUANCHORSATSILL ©'�-' J -- '\I SEESILLWEEP- B" 6EE SILL WEEP• ) 6EE SILL WEEP- D-�— 1-1/4' 52-118"MAX.BUCK WIDTH t -':_NOTCH DETAILS, _ SASH VISIBLE _ -�i J -SEESILL WEEP. LIGHT WIDTH NTCH DETAILS, B�- 52-1/B'MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, SH[ET3 SOHEET3 SHEET3 ELEVATION FOR TYP,FLANGE FRAME ELEVATION FOR TYP,FIN OR J-CHANNEL FRAME ELEVATION FOR TYP_EQUAL LEG FRAME ELEVATION FOR 7YP,FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFiGURAT ON SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION. SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO — ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW Z5 HEIGHr sEE rABLes 4_� SI( MILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURRTIONS) ^_ -__ 1)THIS PRODUCT HAS BEEN DESIGNED d TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ), GENERAL 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. ••--•--•--•••-••-•••--• 3)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ELEVATIONS......................................................-1 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN,KSI PER ANCHOR TYPE. FRAME GLASS&ANCHOR OPTIONS....,.,....-._,2 4)ALLWOOD BUCKS LESS THAN 1-12'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.lX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,FLANGE&EQUAL LEG/BOX-.-3 DEPICTED AS 2X ARE 14/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN&J-CHANNEL...4 AND INSTALLATION ISTHE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GLAZING DETAILS................................,,.............5 5)ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USEANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS DESIGN PRESSURES.................................-.......6.7 SHOULD BE SEALED.OVERALLSEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL SE DONE BY OTHERS AND IS 8EYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR QUANT117ES..................-...................0-9 a)1/4•MAX.SHIMS ARE REQUIRED ATEACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT PLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILES........................................10 7)DESIGN PRESSURES: ASSEMBLY&PARTS LIST.............:.....................11.12 h NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PERASTM E1300. CODES/STANDARDS USED: B.POSl7NE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM El300. .2020 FLORIDA BUILDING CODE(FBC),7TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN.ASO. •2020 BUILDING CODE(FBC),8TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST'(HE WINDLOADS CORRESPONDINO TO THE REQUIRED DESIGN PRESSURE,THE 33-1/3%STRESS INCREASE HAS •2017 FLORIDAFL RIDA NOT BEEN USED IN THE DESIGN OFTHIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THATCOME INTO CONTACT ASTIPRODUCT REVISED WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE •ANSNAF&PA NDS-2018 FOR WOOD CONSTRUCTION as ComplyCle9 with the Florida 9)METAL SUBSTRATE TO MEET MIN.STRENGTHAND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODEANDTOSE REVIEWED BY THEAUTHORITY HAVING JURISDICTION, 'ALUMINUM DESIGN MANUAL,ADM-2015 Be�dtn9odo 10)REFERENCES:TEST REPORTS FTL-7904;ELCO ULTRACON NOA;DEWALTULTRACON+;ELCO/DEWALTCRETEFLEX NOA;ELCOIDEWALTAGGRE-GATOR NDIA; •AISI 5100-16 NDA-Ne. 20-0401.04 ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS; •AISC 360.16 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIONANSVAF&PA NOS&ALUMINUM DESIGN MANUAL W7 I/l Rmgapn; Ex lratlon Date• 7/30/2025 11)APPLICABLE EGRESS REQUIREMENTS TO BEREVIEVJED BY13UILDING OFFICIAL. `,0 CIA'?LYIVIV /�i� C)UPDATED TO FBC 2020, By��f�Gt(LGCE�r.�d USER INSTRUCTIONS: �` i •'��cENsE�1���1� REVISED ANCHOR TYPE TABLE. Mlam pads Pradugt7 o tool 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. '•.P - AK-3/10/20 _ 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. T�-;• I'l0.GB706 = 3)KNOWING YOUR GLAZING OPTION(TABLE I),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN TE'- DeecrlpVon: D:ern 6y. PRIESSUREFROMTABLES 4 OR 5,IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FORTHE WINDOW -D; (/�p� 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP I. 7.1 SYZCt �� NiREMENTS .VENICE,FL34275 4FORTYOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQU REMENT6 FROM THIS SHEETRMINE THE ANCHOR QUANTITY PROM TABLES 6 OR�.VERIFY THE ANCHOR/SUBSTRATE WILL USETARE MET. �� FATE OF ;''��� (941}400.1800 Rile: paq; 5)INSTALLASPER SHEE3 FORTHRU-FRAME INSTALLATION OR SHEE4 FOR INTEGRAL FIN INSTALLATION. ..............'' G��' SINGLE HUNG WINDOW INSTALLATION-NI 05/15115 L E . Se lea/Model: $ale: Sheet O v�ing l/o. Rev NNT E:DESIGNPRESURERATING.DETERMINATION IS THE SAME PROCESS FORALL FRAME TYPES(J-CHANNEL,FLANGE, //11f7MMa.tth, NIP.E SH-5400 NTS 1 OF 12 MD-SH5400-01 C P.EII 00705 REGISTRATION M208 TABLE I:ALLOWABLE GLASS TYPES Glass tion sl nPressure Frame Glass Frame Frame^ Table# Shea .Types options conRgs. Shapes Installation Optlonsthat maybe used 1 314-I.G.:118"A Exterior Cep+1/2"Air Space+1/8"A Exterior Cap 4 6 (see Fig B) (see Table 1) (see Fig A) (see Fig C) 2 ,G.:1/8'T Exterior Cap+1/2" jrA Space+118"T Exterior Cap ,7 ,...Into 2X wood Frame/Buchstrip-sheet a,option 1 a Equal-Life. SquardRed.. ----- 3 314'I,G.;3f16'A Exterior Cap+318"Air Space+3116"A Ektudor Cap 4,5 6.7 Flange � 1-4 Oriel/ProNew Arch-Top a Through the arne .:..into Concrete/CMU-sheet 3,option 2 (#2) &Cottage Radius-T of the window...... Through]X Bwksfdp Into ConcretelCMU-sheet 3,option 3 4 3/4'I.G:3/16"T Exterior Cap+'318"Air Space+3M6"T Exterior Cap 4,5 6,T _ 9 oP A"=ANNEALED;"T"-TEMPERED I ..,.Into Metal-sheet 3,option 4 ..,,Into 2X Wood FramelBucksldp-sheet 3,option 1 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME Box/ Equalrule, Arch-Top & Through lire frame ....Into Concrete/CMU-sheet 3,Option 2 ' Equal-Leg 1-4 Oriel/Protlew Axeh-Top 8 g � Min.Edge Mln. y,1 ofthewindow...... Ihro 711XBucksal Into C-oncrete/CMU-sheet3, Group Anchor Substrate ' Mal.01 Min.F" Min..Fs ( ) &Cottage Radius Top ug P cptlon 3 Distance Embedment lee Scree 92 k91 120 ksi Into tAetel-sheet 3,option 4 B'P.T.Southern Pine(S G=0,55J 7f -318 1"Screw sa ks1 es ksi Through the ....Info 2X Wood FramdBuehstdp-sheaf 4,option 5 #tO SMS Steel,A38' 318" O.D50" 4fO Sc ev 90 hs1 116 ksi J Channel Equal-Ute, Square/Rect.Integral l n...... Into Metal-sheet 4,option 7 (steel,18$S.S. Elooloewall A9gre•Galoro 57 kal 96ks1 1-4 OdeCottafew Arch-Tap Steel Slud,A053 Or.33• 3!6" 0.0451"(16 Ga.) (�1J Through or 410 S.S.) Elea Ult.ConV ss hsl 17T ksi B Cottage Radius-Tap gh the frame....Into 2X Wood FramdBucksldp-street q,options A Aluminum,6063-T5' 3/8." 0.060" 3116•DeWatl Utlracoar� 117 kol 111 kst of the wlndaw...... ...Into Metal-sheet 4,option a 3/16"steel lltracon or P.T.Southern Pine($G=0.55) 7/16" 1-31V 114"DoW.11 UilraCa V 140 ksi 164 ks1 Through the ....Into 2X Wood FramalBuckship-sheet 4,option 5 Ullmeon+ Concrete(min.3 ksi) 1 1-316" Oro ss Elcorooxafl creleFlea® r27.4 ksi tes.7 ksi !!(D- Equalrule, SquardRect.,krlegml ArrInla Metai-sheet q,option 7 3116"steel Ultracon Un routed CMU, ASTM 0-90 2-1/0 1-114" 6063•TS Aluminum 1a ksi 22 l 1-4 Odef/Prodow Arch-Top&g ( ) A"SIMS 35 hs s &Cottage Radius Top TMWgh the fame ....Into 2X Wood FlamdBuckstdp-sheet 4,options 3/16"steel Ultracon+ Ungrouted CMU,(ASTM C-90) 1' 1-1/4" Gn 33 bleel 5tw 11 3s ksi ns ksi of fhe windox...... Into Metal-sheet 4,option 8 #12 SMS P.T,Southern Pine(SG=0.55) 9/16" 1-3161, 18.8 S.S. Steel,A36• 319" 0.050" FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES (steel, or 41 B.S.) Steel Stud,A053 Or,331 310" 0.0451"(18 Ga.) _ B Aluminum,6063-T5• 3/8" 0.063" 114"steel Ultracon or P.T.Southern Pine(9G=0,55) .1. 1-318" - 2 4 Ullr000n+ u 6 il4"steel Cretalex P.T.Southern Pine(SG=0.66) 1" 1.3/8" sox DR -Gaior P.T.Southern Pine(SG=D.55) 1" 1a/B"IN'steel Aggre FLANGE EQUAL- 114"steel Ultracon Concrete(min.2.85 ksi) 1" 1-3/4" LEG Ungroulod CMU,(ASTM G90)- 2-112" 1-1/4" EQUAL-L OR1E1. COTTAGE Concrete(min.3 hall 1-3/16" 1-314" �- 1!4"sted Ultracon+ Ungrouled CMU,(ASTM C-90) 1" 1-114" FIGURE C:FRAME SHAPES 114"steel CreteAex Concrete(min,3.35 kai) 1" 1-3/4" —�-I BUCK WIDTI Q-»---I BUCK WIDTHI-+—---I BUCK WIOTHI�- 1/4"else(U(tmcon Concrete(mfn.2.85 ksij 2-if2" 1-3/4" 1!4"steel Uitmcon+ Concrete(min.3 ksi) 2-112" 1 3/4" / T tar g 3 0 114"steel Ultracon+ Ungrouted CMU,(ASTM C-90) 2-112" 1-1f4" y/ =T ca D Concrete(min,3.35 ksi) 2-11T -3/4" y _ xs = . 'F J•CHANNEL INTEGRAL NT FIN�- 1/4"steel CreteAex x �� x m x La x Ungrouted CMU,(ASTM C-90) 2-112" 1-1m, c� O z le u�w 1/4"steel Aggre-Gator Concrete min.3.275 ksi 1-112" 1-3/8" m m // § m x j Grouted CMU,(ASTM C-90) 2' Z. 11 1 1f ( 5 '0 TABLE::ALLOWABLE ANCHORSTHROUOtI THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH-TOP Min,Edge Min. WINDOW SHAPES ASABOVE OR SIMILARARE APPROVED.SHAPES MAY PRODUCT REVISED Gros Anchor substrate as complyingg with the Fiorlda P Distance Embedment' BE USED BYINSCRISING THE SHAPE IN A BLOCK AND OBTAINING as corgCode DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM NOA-Ng. 20-0401.04 E 24/2•x.131"Common Nail P.T.Southern Pine(SG=.55) 310' 2-7/16' THE TABLES ON SHE 6.9. 2-112"Ring•slianK Roofing Nall P.T.Southern Pine(SG=.65) 310" 2-7/16" `�t rrr ReKato n: Ex 7/30/2025 Prratlon Oate• #tOTrusshead SMS P.T.Southern PInB(SG=.55) 1/2" 1-TB" `�.� �3,oyU EY st!Y,L :�J TABLE.C)REVISED ANCHOR TYPE' e" ! (steel,]8-B S.S. Aluminum,6063-T51 31 0.050• :' '•Cn Mlamf-Made ProdueYCo trot Steel Stud,Or,33' 3IB` 0,0g51"(18 Ga.J erato'ss.) Tr? Na.56705 P ' AK-3/10/20 F Steel,A30' 3/6" 0.060' � -' '; Tti= R:v _ P.T.Southern Pine(SG=,55) 9!]G 1-318" =-O: W. if12SMS =fJ 13')`� 1070 TECHNOLOGY DRIVE GLAS"S/ANCHORS/FRAME OPTIONS J ROSOWSKI Aluminum,6063-TS• 3IB" 0.063" N.VENIC12,FL 34275 (steel,18-85.5. Steel Stud,Or,33' 318" 6.060" '�'� rAT GF //✓�: Tftls: or410S.S.) '•,C,' •••�(DRICt�,.•'•�-S (941"8b1B00 Steel,A384 3rB" 0.050" ,s SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. rs,�011V-L 0� �` Serlse/ModeC Scots: !: Orawlny He. ^ter, A.L RE 05870},.P.C• SH-5400 NTS 2 OF 12 MD-SH5400-01 C P.E.asa7os REOISTRATION1I29298 i INSTALLATION DETAILS FOR FLANGE&EQUAL-LEGIBOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAMEAND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU• BUCKSTRIP INTO CONCRETE/CMU. OPTIONI —I— EDGEDISTANCE SEE NOTE 2,THIS SHEET. I - EMBEDMENT ANCHORED THROUGH EMBEDMENT 114"MAX SHIM FRAME INTO 2X WOOD ---- �- 16 1/4`MAX SHIM Imo- -� FRAMEORDUCKVMIP. -,r- _ SAVISIBLE 17 DI SEE NOTE 2,THIS SHEET. =� = EMBEDMENT M'•. ❑�� 10 LIGSHHT WIDTH 0 EDGE 1 EDGE D O STANCE FLANGE FRAME —La DISTANCE SHOWN 44 BALANCE 7YP.ANCHOR �-- TYPE VARIES _ -�-- -- _ l __E1/4"MAX r•p - 42 WITH SASH TYPE, IYP.ANCHOR TYPE, rF, C�' EMMOMENT ANDGE WEIGHT lJ 30 EMBEDMENT SHIM TYP.ANCHOR TYPE, ED _ _AND EDGE O EMBEDMENT AND EDGE DISTANCE PER ___ 31 - JT •- DISTANCE PER I r DISTANCE PER SUBSTRATE, SUBSTRATE, LI 1 EDGE SUBSTRATE, SEETABLE2,SHEET2. SEP TA13M 2,SHEET 2. 1 E%TER10R ,�-I1 1 Dl3TANGE SEE TABLE 2, SHEET 2 FIXED VISIBLE FIXED - 1© 20 OPT.SASH TOP FLANGE.I LIGHT WIDTH '(^--- EQUAL .—+L GIBOX VISIBLE LIFT RAIL FRAME I - 2 --__�L FRAME LIGHT I NOTES: SHOWN BUCK WIo7tl ---•- FRAME HEIGHT I FOR ALL WINDOWS. SHOWN I 1 ANCHOR @ 3.65" 1)USE ONLY HORIZONTAL SECTION A-A { — I 49 48 FROM END AND AT J-- 21 CENTER. SUBSTRATE-APPROPRIATE Urrz 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, lJ OVER 38yWIDE: SHEET 2.FOLLOW EMBEOMENTAND OADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 73 EDGE DISTANCE LIMITS.ANY W XDD ADDRIONAL MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. SCREWS©16.3/8' BE USED ON A OPTION SHOWN MAY Afi 48 47 O WENDED ON ANY SIDE OF THE 14 35 FROM END. WINDOW. FOR WINDOWS WILfI i/4"MAX BOTTOM LOCKS: SHIM ~ #100RA52 STEEL ii4'MAX. BUCK 18 2)MASONRY ANCHORS MAYBE 50 -�� ADD ADDITIONAL USED INTO WOOD AS PER TA13lE2, SELF-DRILLING -� SHIM HEIGHT SCREWS @ B-3/8° SINS(BLE SEE - 85 30 FROM END. SHEET 2.ALL WOOD RUCKS LESS TABLE 2, THANDEREDFIXI ARE TDBE j SHEET 2. r_l SASH CONSIDERED IX INSTALIATI0NS.1X J U EXfER10R VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 18 DEPICTED AS 2X ARE I.1/2•THICK 86 USE EITHER GREATER. AND BUCKS LJL_J OPT, "` 65 LATCH Oft (WHEN G SHALL 2E USED)SHALL DESIGNED _ (2J 1" 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE Q EQUAL INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME �J-'-��Q LEGIBOX WEEP NOTCHES A LOCATION:B•5/8' DESIGN AND INSTALLATION IS THE SHOWN UU FRAME T ilp FROM SASHEND. RESPONSI81LIlY OF THE ENGINEER SHOWN EACH END. OR ARCHITECT OF RECORD. F1(TEftIDR V l66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl INSTALLATION PRODUCT REVISED `l \ (ALSO REFERRED TO AS DAYLIGHT OPTION 4 v OPTION 4 as eotrtp1 1"g With the Flafida 67 OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH B"ild7"g Code .1 BEADING TO BEADING. 1/4"MAX SHIM FRAME INTO METAL FRAME INTO METAL NOA-No, 20-040'1,04 CFRAME SHOWN - -•- ` 1111 I1' R-r0bn: Exptratton Date! 7/30/2029 ' C NO CHANGES THIS SHEET. ay: �f GZfG6 �� ,27'X 7.25" •• NO ANCHORS y1CC•N,pt:•, tr'� AK-3/10/20 Mlcrm dodo ProduSt'Co�ntrol WEEPHOLE RFOUIREDIN VISIBLE LIGHTFORMULAS MOVER FORMU '•.� MOVER0 38 a•`: FLANGE OR N0.5870u 2.87°FROM EQUAL-LEG WIDTH - k EACH END.1 FRAME SILLS @SASH:BUCK WIDTH•6-112" _-O I : @ FIXED LITE:BUCK WIDTH-4.318" ix 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES JROSOWSKI $E .' •• '• f �/� N.VEMCE.FL 342T8 HEIGHT{--__1EQUA4LITE) �i FL URI�I` �-�, � (�1)-480-1600 m!e'• Wte: VERTICAL SECTION B-B BUCK HEIGHT2-aAtill6•' SINGLE HUNG WINDOW INSTALLATION-Ni 05l15/15 Srner/Madst: SmI.: .f. IXmrmg No. Rar. ALae.a1 55'P,E• REGISTRATIONMZUB SH-5400 NTS 3 OF 12 MD-SH5400-01 C - II NSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN 2X WOOD FRAME OR BUCKSTRIP,SEE INTO 2X WOOD FRAME OR EMBEDMENT I�EDGE DISTANCE INSTALLATION OPTION 5 '� —�I NOTE 2,THIS SHEET, BUCKSTRIP.SEE NOTE 2,THIS SHEET- -� ANCHORED THROUGH INTEGRAL F-- EMBEDMENT -�- FIN INTO 2X WOOD FRAME OR 1/4"MAX SHIM 114'MAX SHIM _ BUCK.STRIP.SEE NOTE 2,THIS ���-- _ EDGE DISTANCE i6 SHEET. -�-� f TYP.ANCHOR TYPE, SAS LISLE _ J•CHANNEL ! EMBEDMENTANDEDGE 1B LIGHT WiOTH 17 O FRAME -�1 1 I DISTANCE PER SUBSTRATE, _ 1. SEE TABLE 2•SHEET 2. a SHOWN (SCREW SHOWN) D 44 BALANCE _ EMBEDMENT•' TYPE VARIES �0 T1/4"MAX SHIM _'-_.__• - 42 WITH SASH Q _ TYP.ANCHORTYPE, EDGE WEIGHT 54 DISTANCE 30 1 EMBEDMENT AND EDGE 31 - a C(� DISTANCE PER SUBSTRATE, J 1_ -- Q Ill SEE TABLE 3,SHEET 2. EXTERIOR nI I TYP.ANCHOR TYPE, 18 (NAIL SHOWN) 07 aU EMBEDMENT AND EDGE (-L INTEGRAL\_ C� -�"I FIG IXED VISIBLE V 3 FIN DISTANCE PER SUBSTRATE, FIXED 19 20 OPT.SASH 70P J-CHANNEL .1 LIGMT WIDTH FRAME SEE TABLE 3,SHEET 2, VISIBLE LIFT RAIL FRAME I SHOWN (NAIL SHOWN) LIGHT i FORALLWINDOWS: NOTEB_ SHOWN yIl HEIGHT 1 BUCK WIDTH FROM�- 1 ANCHOR AND3.A 1)USE ONLY 49 46 21 CENTER.DND AT HORIZONTAL SECTION C-C SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT PRO COMPLIANTALUMINUMISTEEL FRAMING OR STEEL STUD. 73 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM 1!4"�' MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 2&3,SHEET Z. INSTALLATION OPTION SHOWN MAY -46 48 47 SCREEN�16.318"14 FROM END. BE USED ON ANY SIDE OFTHE IJ- ALSO FDR DADE-APPROVED MULLION]36 FOR WINDOWS WITH WINDOW. BUCK ° BOTTOM LOCKS: #10 OR#12 STEEL 114"MAX. HEIGHT 50 a 10 ADDADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING - _ yl SHIM SCREWS 88-3/B° USED INTO WOOD AS PERTABLE 2, SINS(GS),SEE C5 O r-- PROM END. SHEET 2.ALL W000 BUCKS LESS TABLES 2&3,' rL� 30 THAN 1-1/2'THICKARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD DUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2"THICK 88 70 OR BOTTOM OR GREATER.IX AND 2X BUCKS L� OPT. 66 LOCK(SHEET 3), (WHEN USED)SHALL BE DESIGNED �^ TESTED UNIT a ,_ FlN AND/OR a(2)1" 81 31 30 83 TO PROPERLY TRANSFER LOADS INTERIOR LOCATION:I END TO THE STRUCTURE.WOOD BUCKDESIGN AND INSTALLATION IS FLANGE REMOVED EACH NO ANCHORS WEEP FROM SASH END. RESPONSIBILITY ORARC RECT OF ENGINEER FRAME SHOWN NOTCHES AT Op RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN D REQUIRED IN FRAME EXTERIOR INSTALLATION 7 O SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH ORHEIGHT INSTALLATION PRODUCT REVISED THROUGH FRAME (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 as comp)yin with the Florida 1�"MAX OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO Building Code BEADING TO BEADING. •INTEGRAL FIN 0�0 SHIM INTEGRAL FIN INTO METAL METAL(INTEGRAL FINIFLANGE REMOVED) ND/l-No. 20.0407°04 FRAME SHOWN ' Exelratlan Date: 7)30/2025 27 wcoYWE®Ter a `� Ut�Y F)r�N' '' RC)REVISED DADE MULLION By; •kl u ` �\ i!> 36 .--- uc Nst> :�! NOTE. FROM EACH END. `` VISIBLE LIGHT FORMULAS •;(t`� Mlam pado Product'C trot TYP.ANCHOR TYPE. J " No.56To5 _ AK-3/10120 EDGE DISTANCE WIDTH - r EMBEDMENT ANDEDOE -�__ y _ +r_ poverlppan: �°m BY DISTANCE PER SUBSTRATE, — _L @SASH;BUCK WIDTH IDTH' SEE TABLE 3,SHEET2. --rl EMBEDMENT-� QFIXED LITE:BUCK WIDTH-4310' ��••, 1070TECHNOLOOY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) S 'Z-• 1 N.VENICE,FL 34276 IiEIGHT(EQUAL•LRE) ��(�`.,. 5�7ATE OF ;•( � (B41}•100.1600 TQet °afeC INSTALLATION'OPTION 5 VERTICAL SECTION D-D BUCK HEIGHTl2-3.16/16" �C`s '-•,,<ORIDI,.•G1C�� SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ANCHORED THROUGH INTEGRAL FIN ''�SAGNP.L \�� Serl»/ModeO Scale: 35"L• lm Ind No. Rer, IW02XWCOD FRAMEORBUCK- ALfNIM INIL ',v.e SH-5400 NTS 4 OF 12 MD-SH5400-01 C STRIP.SEE NOTE 2,THIS SHEET, RE 53706 REGISTRATION#ZB28B 3/4"NOM. I-"-- -� 314"NOM. �- -�-I 314"NC M. h- --'�-I 3/4-NOM. �+- 1/8"A GLASS 1/8"T GLASS 3116"A GLASS I— 3/16"T GLASS--- 1/2"AIR SPACE 1/2"AIR SPACE— 3/e.'AIR SPACE 318"AIR SPACE — 1/8"A GLASS 1/B"T GLASS . 3/16"A GLASS 3/16"T GLASSY a E7(TERIDF3 EXTERIOR a EXTERIOR a EXTERIOR ' 70.79 78-78 ^� 7B•79 7°•7B GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 1/2'NOM.GLASS 76-79 917E TYP. 73 7- 74 31 p EXTERIOR II 75 �J (111 PRODUCT REVISED 38 -30 _ as complying with the Florida Building Code C���OQ� fIj11��Ir7 NOA-No, 20-0401.04 "Q Y LYft i� R.yNcn EXQ`t'r7ation Date,D7/3012025 C)NO CHANGES THIS SHEET. Bye Yat � AK-3110/20 Mlam yade Producit'Cc6trui TYP.GLAZING DETAIL No.68706 . �-O _ oencrrplbn: UrvRn BY: 10707ECHNOLOOYDRIVE GLAZING DETAILS J ROSOWSKI ��•. S A7 OF (V N.VENICE,FL 34276 GLAZING NOTES: %rs O7•`'` (841�48a100° SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 'A'=ANNEALEO /,,�S�O -r-TEMPERED 71N1111 AL1j1 Serka/ArodeL Sco7a: 5 e Orvrfng No. Rar. A LYNN MILLER,P.E SH-5400 NTS 5 OF 12 MD-SH5400-01 C P.E116B705 RE0197RATION 1Y292B0 TABLE 4; _ 0nnrytco B0pOm9ak1 9ah - T•' tlmm9anenaxm ftMt De919n Pre5suro(Ibilttl) nanl.11n.l R•^9.@W4+awr raDDt tNndwsurhWidth in R7 IIt10t 61.M M le 2d 32 36 dp de 51225 23.5 F0m51e. I1399 .SaD -1W.0 •50,0 -1opD •W.O -i0o.0 •W,0 -1C0.0 +600 -1W.0 •50.0 •29.0 •50.0 -9Ln ag 51m00000019t 14511-15.6W .540 -IWO -5a0 4W0 •50.0 •100.0 •50.0 Aoao .500 4000 •SOLO -97.0 •50.0 •90.0 20 Emdlle 11.583-14.51e -SOLD IWO -0.0 -IWD -SOLO -/DAO •SOO •IDOD -MD 4DDA .540 IWO .5a0 .91.1 mmatd PINM 1L3TT-115B3 -MO •SW.O •504 4W.D •50.0 -100.0 -Sao •1UD.D +WO •gao ✓40 -1Wa •50-D •NA Tm"t 21511.75.206 •W,0 •iWA •SQ0 •1W0 10 •IUMD •WA 40aD WO •IWO Soo I •WA •50.0 .7LD 61mmw.l, a 1D,W8.23.519 •W.0 IWO •Soo IWO IND •5a0 -tamp •WA •IDaO #00 •IWD •5DO •156 •Sa0 78D n.]!0 E otllit iT,91T-1D,991 •600 .1W.D •9k0 •1W0 •WO� .I00.0 ••AD -7060 •W0 •iW0 •540 •16.4� •SD.a -7BD SmtbdFld 1451T-17S19-WO 400.0 .5a0 •1Wo •90.0 ADOLD ✓SaQ AGDA •5aO 4W.0 •Sa6 -812 •50.D •732 shdk9 11,3n•14518 -SoD •00.0 •50.0 4(00 •50.0 AOD0 -%a •ICAO -mo -IWO t50D .W0 •5aD n, -Tmml 214U-31911 1SDO -0W.0 .SOO a0DO •50.0 -ID20 SDO •97.0 •WO �88.0 �40 -15.0 •5p0 •]ID N1Inn St! 265R•Z758T •JO.D -IW.O .SRO -iW0 •SD.O •101D .50.0 -tpa0 •540 IWO .5RO -M3 •.540 -a. HEADER Stmmrd Cop t 23817.28.516 -T.0 •loag •SOLO •1m.0 •50.0 IDDO •50,0 -t0a0 •SOLO -IWO •50.0 •79.0 •110 -709 de Equitfi. 2OLSIT-23319 15OD 4010 AD -IWO •50.0 •1930 'NO -1000 -1A.0• -IWO -Soo -79.3 •50. •70.3 9rm0a0PtPlttt 17.•+1T-30,516 ••AO -IW.0 -500 •1W0 •W,0 •1000 •WO •IDD0 •WO 4000 •So0 -703 •510 40.4 WAmt60.. 145I7.17116 -too -IWA •SO0 4020 160.0 •19D.0 •90.0 •100.0 +W0 1 4010 .50.0 -785 .JO.O -712 Sh.w 11277-•N.Sig •WO mDD -SAD •IWD 1600 .10" 'RV -LOAD •500 •941 -Sao -28.8 •500 -713 T.iltll 31,913.35,911-W.O AWD _•50.0 •1040 KA,O •W.1 •W.R 813 -SOLO AA3 -SOLO •745 •50.0 •53.1 91m1kMCN . IASI7-31.502 •W.D -1W.0 ••WO ••10D.0 .5U.0 _100.0 +W.O •t0a0 •SID •B6.< -Sao 73.0 +SOLO •Jd.O E9UE1-ne 20.017-2ee15 •Sao 400.0 •50.0 •1No •0 .0 •100A Sao -IVOO .W0 •912 Mo .71.5 Is' 0 •03.9 MEETING RAIL e9 91m0Y0P@itW IMIT-29,516 •510 IWO -0 IND •SD,D -r00.. •A.0 .100.0 -No 47.1 •SOLD -L.9 •5V.0 - 2S W9om5kt .14 SIT•1J.91e ••A.0 •1oao •W.D -IWO i%.D 400.0 •W.0 •f00.0 -0.0 -020 -Sao •1a3 •500 •0.1 26 CUAom9L•t 12S17-j!;EE -%a Im.D -SOLO •tOilo .smo •-oao •3r.0 -Da7 •W.0 A7-B 45Q0 -716 •50.0 -W9 � =•] ehN:J 11.317-12510 •50.0I•IWD •WD I 40ao .M.0 •Ko •DO .10 -WO 857 1 •5DO -W •SOO 1 DI3 14!ml ]12ue-37S+d •500 -iW.O +So.O •Pt,< 169.0 -BL3 'dOA. 422 •W0 L1.4- +520 -71.0 •50.066.8 p 2RSIT-31207'S40 •1WD •$DO -IWD •50.0 -IOD.O0 -10D0 +91D Ai9 •SD,D •71.1 •SOLO •Sl37151T-29.516 •SOLO •1W.0 •50.0 -1giD •`AO -100A •50.0 •tOgD +:AO A49 •50,0 •iL8 •50.0 •W.1 •�3 20.517•?1516 •SOLO •7W.0 •SOLO -1W.D •'A.0 -1D0.D .W.O •100.D +DI.O -Bl0 •500 •729 •SaD L11 A.519 •Sao IND .la0 -1W0 .51.0 -IOOD -Sao -100.0 -%a 480 -SD9 -717 -Sao1,"viT-17-10 •WO -1W0 •6n0 -IIOD •50.0 -1D0.0 •W.0 -090 r.•RO LDe .SDD •711 •54D -57.1 FJ91Ef90H SASH 4.976 •-D •5a0 •1W0 _JOG 41T •W.0 -0L5 •50.0 .017 •50.0 -T22 •Sa0 •673 n1On HEIGHT 510 .WO .1a -50.0 -09D -SOO •B0. .WA L7.0 •5a0 -81.9 •9q0 -69.5 v- lmml 30517.41.614 •50.0 _1f0.0 •6aO PRO- •W.0 -71.2 •W.0 L0.5 •sao L21 _•SOO -66.1 +59.0 •582 01 t ]LGIT-3GS70 •Sao 4m.D +L-0.0992 -W.0 -W.3 +W.O •856 •W.0 L64 SDD L12 '1%. A.0 JAMB E 26517.31SIS -50D ADOA Sao -IWD •$SD .100.0 .Wa 517 +W.O 4S7 •SOD -0 .T -50.0 3 IMNJ 21517-20515 15D.O I AWO .$Do I f19.T •,,a -07.6 .SOO L30 •M0 419 •90.0 •65A •SOLO! -57D 23 6 DIM-S.. 10e1T-73510 -Da0 I -IWO .50A 1 •003 •50.0 •77.0 •WA •746 •Lao .136 •SOD •618 1 .500 1 .5111 ont-sk. irstT•2DbfB •WO -07.3 +SaO •79,9 •fA.O .6t77 •50.0 440 +510 642 -510 •609 I •SOLD t •Le M.-Sk. /45n-9S16 •WO 1 •190 •540 11 -n.0 .SOLO •6L9 .WO 589 1Sao •57.0 .50.0 %9 1 .!DO I Sze SILL (boom Sk. 13011.1451e •9l0 1 46.1 -SOLD I -740 -50.0 •590 •Be0 560 •JA.O 753.9 •50.0 -514 1 -SOLD I -519 r� SnNep1 _ 11.WA-13.018 •San 417 •540 •67,0 •910 •57.0 -Sao �619 _San S1A •SOO -! •SD.O LOD - iD1a1^ 79 b1T-910H •COO -7W.0 .50.0 •02B •W.0 -71.2 •W,D L85 -No L7.1 -500 -•W.6 •dnD .930 cw_SRI 1 1a517-3BS D ••WO 1.0 •Sao •m.7 •50.0 •77.5 •W.0 .71 •xi0 -711 •5a0 40.- .0av -SL1 E Ilt ]531J-]BSte •m. 4W,o -M •910 •W.0 L46 •WO 7OS +0 •TLO •50.D -90.0 .5010 -SLI TS a111pn llt�, ]261r-15.Sa •5U.D -1W,0 •60.0 •t1D -WO -R.O .W.O -T I.d ••30 •]RZ •Sa0 -L02 •510 -525 ra amded PrW.V 1951T-391M1 •540 .94.6 •5aD -77S •50.0 •663 •W.0 L33 _firm LLB •900 •59.2 _570 •510 a99m6at 2Esn-a93/e •xio •v.z .5aa a1D •W.o .aJa +sD,D 5E8 +xio 3LE .50 •51.4 .520 -505 SECTION DETAIL FOR WINDOWS WITH EDmtA 11464-2GS/o -Sao LSD •5aa .111 •W.D *MI KWD LSu .Wo a10 .sao •si.4 R51D -�.6 C"Itt 3ESn•H.644 •Wo -94a Soo .775 .50.0 .%3 •W.0 L13 •Sao LL6 •50.0 •sad sao •W5 LEVEL R1 REINFORCEMENT&GLASS TYPES 1-A w aNtm9LL. ]ssw3eme sno .ezz •50.0 4to `SaD -en9 .xi.0 5a9 .W.O LLD •50.0 •S3.5 'Sao •mo (REINFORCEMENTS SHOWN IN FIGURES amdMf'NIM 73 919-333t6 15aa •617 •Sao •Dr.e •30.0 •ST.O •W.0 Lae •xie 31B ✓1DD -YID .500 -xiD vL7e Taint -41.eH •Sao -017 •sao -e30 •W.. mo I -so.o L39 .ma L7.9 .Sao •W.0 .5no I -So.o ABOVE APPLY TO ALL FRAME TYPES& SEE TABLE 0•SHEET 8 FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) -MIN.SASH HEIGI IT 4 WINDOW BUCK HEIGHT-50.136 (APPLIES TO ANY HEIGHT 91.76.OR LESS) PRODUCT REVISED - as comply)ny with the Florida Building Cade 11 I r, NBA_No. 20-0401.04 ���tt�P11 t_:::: E. ItlDate::-0713012025 ........... ADDED MiN.SASH HEIGHTOTE. . ; Mla ade Pfodurrc trot NOTES: _ No.56A)5 _ K-31.10/20 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME .0 dpllol7,ORINTEGRALFlN. 7• 3 3�,0 0;.Z 1D70TECHNOLOGYDRIVESIGSSURE TABLE�. S rATrO;Fo N N.VENICE•FL34278 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. • � (941}480.1600 - : 3)FOR SIZES NOT SHOWN.ROUNDUP TO THE NEXTAVAILABLE WIDTH OR `'•,SSyQNA�E;JG�� SINGLE HUNG WINDOW INSTALLATION-NI 05l15/15 HEIGHT DIMENSION SHOWN ONTHETABLE. 77 1'1I1' 1, t ' ALVNN 111�LLER P.E. Seffet/Nodeh Smfa Shael: aroHlq ND. lter. P.E.058705 REGISTRATION1U2B298 SH-5400 NTS 6 OF 12 MD-SH5400-01 C TABLE 5: 04u Tryv1 edUlnBmh SIIh '� • 2.9 onGnµ'Dnmpen e1dBd Desl9n Pteaoure(16sIR]) IblOc tern 9mp.pNtnbw lYuC Wlndml fi0v2Wlalh Inl In nikrl9lc�9 0"1 3a 24 31 3G 10 1 48 SLIB • N3 EgnNle lixe ,e5.0 ."a. as.. .1300 .flap •IJ0.0 +65.0 •13010 40a0 -(Ma .w.. •14%. .69.0 a200 61vnMaCaUye 11.51I.15.9M •65.0 .11a0 M. Moo 163.0 .130.0 .w.a -10. .6.0 •MaA 165.a •n- +a].0 ,1100 _ 25 ESDnt11e I.w3.19.016 4a9.0 .J.0 +a-- -1 n iTl.a •A0 iw.. •U... .a1.a In. ,6 5.a -13D.0 +05.11 .1500 911DUIm TV.M-w 11.3lI-41,Ofn �05.0 •1]0.0 ,eSA •1]OA 1e3.a .1]0,0 IA5.0 •1l0.0 .a6.0 -nD.O •G6p •nD.O 4w.D -121.D Tnnl 3}SIT-le.3m .w.0 -1]O.a w,D -1]0.0 Iw.O •1]D.0 .11.0 •IX0 .050 -130a .Sso -1T2.0 .w.D -113.0 8406m College 2505!•23.613 •ef.0 -1]O.D •85.0 -IDpO 10*0 430.0 4M... 43D.0 193D -IJO.D .fi50 -I24.0 169.0 1125 ]},]]! [.pn1.n1 ......MO +66.0.130.0 +65.0 .12651 .1J0.0 iW.O -1300 ,650 •130.0 .w.p '42t2 i05.0 .10..3 ' G4DOIm rm44N 1.17.1.18 -$.a Ana •60.0 .+3aa Iw.o -1]0.0 4ES0 •130.0 .U5.0 -1)OA i65A •122.2 165.0 •1,02 sw"I 11.377.11.SM 1150 4a0.0 165.0 •130.0 4nO •130.0 10.0 •IM.0 .650 -130.D .w.o -110.0 .95.0 •IOT,a (` ).am 21.M.31.911 495,a, -110.0 ,650 •130.0 1450 •130.0 Ielo •,3J.0 •.%a •1Ma .wA o'.. a,.a -mdo 1-13 NO-ME efv •,.. •w.0 •1... -a An. .e_+.v .,.a .ew -uo.v .u.o t19A .6l.o nn}I LJ HEADER slar�mm0anepe 2i0 r-}O,S,e ,M1.n 4w,0 . D.o ISSM 4X0 ban -13Da +w.0 -I10.6 .55.0 -all 41 CSWRIs, ,D,e1)aJ.D1V 465.0 -MA 1650 .1J0.0 Io50 -130.0 .65.0 1-13DJD 1 165.9 -109.0 f03.0 .98A snlmmrlw�. f7.61T•10.516 6a.0 -na0 i0.0 .130.. 465,0 -f .0 +65.0 -f]D,0 +650 •M..0 .as.0 -109.9 .05.0 •99.6 0 Mlvm 890 14.611•I1,619 .69. Mina .66.0 -130.0 4w.0 .0 Ka.O -130.0 +65➢ -139➢1 405.0 411.3 76S.tl 7W S 11 1 112T7-14.91e •65.0 430.0 1650 .1310 'e.0-No 4w.0 .30.D 4650 •1!VA .w.a -1I].e .fto -'au Well J1.603.35O,I 163A 430a .w.a •1J00 165.0 •121,2 165.0 .125,1 Iw.O -IIOA IB).D -99.0 .ef.0 •BSA 611aMNc_o3 2o."T-11. ,".O 1]00 ,af.0 •1J0.0 -r3 5 ..,.a -1]aa no --1M0 -iD9,0 -IDIA 1a3.0 ffi.i ESveure anon•34JIO .w.. •OD.O •65.0 •Uqo 465.1) -1300 .69.0 -I]D.0 •6a0 73 .a9,0 -1w.2 465.D -zo D MEETING RAIL 10 91.,gar,vl.w Ir.e1T•x0.m0 •w.. u.. S.a .I]D.0 -,%a .1JD.D .65.0 -lx.o 165.0 T300 465.0 404.8 .w,a ...1 e,om8fle Ia 2� Cletgn 6LL, t1.pn-IT 6,0 .04 •1JDa .s50 •130.0 465.D .13a0 i65A -17a0 1010 •U.'a 4w40 •10a.e +0l.0 •"a 0 ga1T-19.613 Iw,O -Ma ♦6a0 ..ao •w.a A]0.0 ."A -Ma .w0 •r- .w.0 -110.9 ♦63.1, 'wB trri�� '2T $ 51431n1 Mul-Ia910 Ias.o •1M.0 .65.0 .1)0.0 40.0 •130,0 .65.0 -130.0 1610 •I no +G5.0 114.5 1 IM 4oto Tp94n V}2p8.2T,5,6 1 65A 4M. .as.. .no0 465.0 •Ila.. .68. -115., 4fiaD .1111 .w.. -99A 1 +650 •al➢ J - GYnoYmCdlfpe x51 1 • o .O.0 •I]O.V .H.D -,]U.0 .95.0 -IM.O w0 -,20D wD •a- Ino •6BA (] J --10 'I{ [pYNl1 Z}!n-]O.DIfi .99.0 t]0.0' +ef.0 •,J00 +as.o „oo 405.0 -IM.. '.a.. .t200 4fi5,0 -101.9 .61'. .91.1 23 d Ltnlom e0e 2V.91T-SJ.p10 .o,A flD.O •w.a .IM,O 4Ea0 •e9A •as.o -In. .65.0 -IJ00 .OS.p -1 D2o Iwo •912 11.6]3 c-p- 11,e11.20.6M •e9D '-il0a •650 -IJp.O •65.0 •11 165.0 -1)D.0 .65.0 -INN iw,0• •I.-I uo -52t Mlam BOe 14.517.17,516 ,65.0 -110.0 4650 •n0.0 166.0 •130.0 .w.0 -1100 .fi50 •1]00 .65.0 -105A io50 •9J9 [�1FNOR SASH Mlpm 6LLe Mohr"". 4050 .I)0.0 ♦85.0 -13o.0 .0.0 •130.0 .15A 421.5 luo •1.8 -1a9.6 1 ,0 •91.4 kT6A1 rI � ((EIGHT el.tml 11.3TT-ILS1e +650 -130.0 1Gs.0 .130.0 i65,0 .124.2 Iw,O •121.6 .e5.0 •121.T ,w.0 :L Iw.O •100.1Y- 7.4.1 3a61)-11.m 1G3.0 -1l0.0 4w.a •18,8 Iwo 4.7 165a -9].9 165A -a •w.0 •iEf .55 A1A 8 pO10 m9. 1•]0918 6 a)V.0 •63.V •1 A Ip5➢ -n]A •w.o -12,.x •O.D -)21a .w.0 - ..'a -7. I,__ z IT-Sole .11.0 a)aD .avD -In. ,Os.v =c 3 w.D ,i uo .wA -aa.a ..,.a avz'�",w.a aeA� JAMB r, a4N4m rn,wen 356V-ZBAfr 4w.0 -I3o.0 Iw.. .!J0.0 4w.a -11a.f 495.0 -f30.1 165.0 4202 •65.9 ",8 a10 23 U 6] W6,9 30.6tT flan .65.0 .'no .65.0 •120.1 iw,0 -tW.a +6BA -104.4 •65.0 -,03.f .w.0-n.4-+vn A21 Mlam6De ITA17- .510 05.0 4a0.0 455.0 -111.9 1550 •9B1 1o5U •92.1 .O5A A9., •w,0 -09.3 .85.0 A o Ml3m 9ha H61]-17.619 +850 -13D.1 +63.0 •10.2 .65.0 A6./ .6l.0 A7.1 +Eaa •19.0 -1a2 ,61.D rea $ILL II It Mlan Sne 1J,17-11,610 .65.0 -17D.B a e .65.o a8D 1w.0 •T9A .w.a -7Y4 .e9A - 4 U IUI 9MIn1 1f. -1}at6 Iwo -In.) .$so •9I9 .w.0 aae IISD J3,9 ..a AL! Iw.e -Mo -'I, -Tn0 TaRm A.41T•1111. 140.0 •10.0 .w,o -113.0 4D6.n -0D.l 465.0 -OS,p ,5l.0 •919 .65.0 -I - -11.2 pe,Yn SCa ]Edon-29.O18 .SSA -13D.0 ♦.3.0 485.0 -,OOA +65.0 ..OB.a 165.0 .1037 1650 -649 465.0 -747 fipm11Y ,aen•]e,e1s SA .I]Ua •65.0 --1116 .65.0 1 •113.1 .150 -Te. 465.0 •109.o 1w.0 -01.0 4fi5.0 •T)A )6 MI9m 3Ye ]2511.15.61!-7,S.S •110.0 .650 .113.5 .w.0 •tw.6 +w.0 A9,9 1w.0 ABA i6�,a a4.2 40.0 -T]➢ c-- EsiaNPma 3p.41T-)].01B +65.0 .,..0 iwA -106.0 •w.0 ALe .65.. •ea, •w.0 z63- 4w a . .0 •193 M109169e ]6317.3B.e16 b3.0 -I2Z1 .05.0 a9. �65.0 +w.0 •r9.7 +w.D •T0.9 I .w.o ale .ea0 afm,l 21eD1.3ae1e .osA •tlsl •Ss.a •sa.e 4e50 a,.4 .w.o •)r-1 .w,a •142 .w.D -71.8 161.a -r6D SECTION DETAIL FOR WINDOWS WITH E4u.19m 3e.an•n.aa .ae.D -eov .w.D apDs .w.D .Sae +Gs.D -w.j .w.o ae] .ra.D al.e +mA -Ma LEVEL R2 REINFORCEMENT&GLASS TYPES Z-d el Mhm 609 ]S.el-J0G19 .1]01 +w.0 .99.! .wA -0JA .85.0 •M,T .6lA •T6.9 ,65.0 -71,9 ,63.0 •T I.1 6Yr.0,d PDHM ]aPo1.}5515 165.a .11'7.1 •w,0 AL9 .e5a ae.e .55.0 a3A 1af.o ass .w.0 ao.o .6fi.o -;o.o (REINFORCEMENTS SHOWN IN FIGURES n.Te Went -tl.6u .ea.D ane .w.a Ar9 .w.o a9,e .esA a54 .63.0 a2s Ms.O -7D.D .w,a -7D.D ABOVE APPLY TO ALL FRAME TYPES SEE TABLE 7,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) ••MIN.SASH HEIGHT n WINDOW BUCK HEIGHT-50.135 (APPLIES TO ANY HEIGHT 91.70-OR LESS) PRODUCT REVISED as complying with the Florida BuBding Code NOA_No. 20-0401.04 111,II1/ I IQ`� L.Y(Vlvn`4� RaMaa• E3rplratlonDate�713 012 0 2 5 .�rl�t�..•��� �,<<_•;�.;� C)ADDED MIN,SASH HEIGHT By- NOTE. miam Dodo Produclt'cotGtrol NOTES: AK-3/10/20 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME q t = Oe9crlp8an: Drc►n gp OR INTEGRAL FIN. - �'��'•• $ Ty Q O .:•'W- 1t107�TECHNO O cDR- DESIGN PRESSURE TABLE J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT WAS PER THE F(GURE. ' F� k' 707e7 `S'•-.�DRmn•.•-G��� 1e41}4teo•1tmD Date: 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR F�`;. SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ��, ,� HEIGHT DIMENSION SHOWN ONTHE7ABLE. Ifr ONAL I 4t1 Sede9/NDdeC Scafe: Sheet: DruMnp No. Rer. A LYN�n��t�R,P.E RE#58 REGISRRTION#20290 SH-5400 NTS 7 OF 12 MD-SH5400-01 C 705 i7kiE7 E6�iu 7 ®� 000 : : 0 '00��--� 0a 00M0 000 00 0� : 000 : : 0� � 0: : •� u�aAQuaQAnuQOQ�AQQAUQ"QQAnaaQQAUQuuuauuauunuua Q Q Q©oQau©©aaQOQQ a ooum no ©ou®Qa noun Boma"oQ AA �uQ©uuFau��l®Q ooioPoi©�oQE1ApQ aQQAQ®o©Qo �Aaa©i]aD©o'dndA©©©EDI ©© !]UHIIIo© o oono©©©Qd© ©d© ODo o © © Q©©d ® Q a u Q o 0 oEl o�iQou 'i ®t lAAAAoaaQQA fai0000 AWAQ�QRQR EI a000QE�ooO o� n13 U Q©nQE7p QRnQ u 0000 QEE77 ©�a°gi' ©© op une�uouoAa© Qr©a o © ooAA0�1©©opppElupou aWo n unnuuman©.ElnE7�#��OA©QAF7iln �®o'pO�UE�1Ru®� ©annp©QED an Dun ©EIRnQOQQnF]n©,Q QREIQO o AF]Q©oo©FBI BQ�IQor©� ©QoNQ®Finn©a Roo'©oAElo© A ©an no�1QQE7QnQnnn© us" 0 u© q r©a o AQ a•7R A©aan,AOEIa AA Qua©QDpppO© ppq pQ AppppAAOO©©© Q n©aApA oE7Ei:ppa©©DEI o AAEI�E©7�p1a"""UH a H"PAaQ uflQ©©o®pAE1g©nA nFIEi �IQ; nR1©QH® Qo®oo©oQA���u ©Ep�ot©]©O©o0©©�©EIEOn!®'Boo©©oQF�foQnnoAYAYEuol0000©®©©0000Clo® ooq©u so o•pagp i 000E7o© po Y7 Q©A©E7uQE1QQAQRQURE7E�©�A©oou�© anQan�Is in©©OE7H MHO Fl47onnoon©nooQt7©pp0©© © n©O©©aE]©© �.l©E7 ©© AQRqAQAnL�©�aQAa©AaQO And n ®�lo®®QO©gAF]p®Q aaaAQqaOe U no RUN©�a00000®oo�jo iarrlar�a Q Qo ©pQQ®nQppQ® nQRu©ooQonn000 oq©Epp'o �ioo®o�LOFJQn©En1ooAF7�o nA0000n©Y'oElQ®uo u ©o©©©OdE�F7iE�f�6©nEpp7©Q©AEaQ� QF�,oQoEioo KurformilEIRnIIA QiIQE1 oQIQn " no oFdnEn7o� ©nf]ooEloos©+ Q oln3oElEl©' QnQo©©©AQA©©App� � oQAE1QaQAEiEIH Bonn unnQAo0�1E] am n©R©©RQ©oElo©©a ©of7EiE�QE7©u BUN©© �ODooEnl000nnoQEa#pppo© A©A©Ri nounRE1© npaOppu o©OnilaOnAa©un ©© A©A Qo p pp©n OQ QF!®®®ou©EiQ�Ji��J Quo RROn©©QO©OA�10 0 pQQAQAEI®Qin QnQEloo®•I o©Q®QII a QOu'QQ aoRRa naQQQ ©Q OQQ9 oou�lQAaQQa000 AAA© EagQAoo�Q©no®d�o°r�QQOEaQooQnQURonuun©�a° Nunn ®QR®QQta QuQo aQQAQuo QQ Q ©QQOQoAnounRQQ000nn o 000 0 5 0®0URN is HKum H®00 ®00000!00000PQoougno QQR 8RdR n HOU 0 p © p ppp ®n0000®o®000®0000 ® 0000 ��0000000000000000�aoQpg©Q©®oQ us©ap©EIEIEIQQo �jrrn'Qpo® o®�'o®a®ppoo.000©ooEl00000 ElQoo�ojnoAE70p�o0o,Q000n I7o©©F70Q�uappE7nQQQE7® E10 OQQ no® FIEIQQOQEI�EI nAQOQEl oAElEQ10u H ongnnQ000q FnJooQOQR�1QUNELUO Q ��U o a©© oo®®o QEEQI�©Q on 0000®A QQoo®®:0000®o R ®000®©® �oo�� n�p® oo®®®000000®®�o �oQo no aQOoAQLI©d q�AUQOE�o[l©ua©p po L1 0 o E�ouuAOpp©©aQQa©©p o AnoaQaa�©oElu;oH©a© E�Qii®i/IJQAo®o[ydoQQE�DE�EIfJQl7�7QAaQn KulElnEiouE�lp7 QfpiAu o�poNo OR �000000000��oo 000®off o®0000®®Qo 0 000 p Bull pp o ®o 0 0®000 l7AQE7®® E7QOQ00 0 a© nOn RR q nQi7R QO QQ.uuQQQAHOU EaEIEIun Q Q©Qn p0000p®p0000no®000�i®0000®�o,00pop®o® ® o®oou®� on000000©o©�i®®o®®®®00®8 onAA oo•IooAOOn�oo©aQ000nA13 op, OnoDOo®I7UNH aanlo�o© mmum00013 0061 0®�'{ o00000o noQnoo®o6'®n�O°{uao oB'®o ® �ooUna a�n000©oo©�o©n �onn�oon�auo0�o'�ooan0000n" ann000QoRooQooun 0 �0 . t Q a� � an an no ataQD©oaD a•a©DppD©©©pnpppDpa app ODD�ao�F7d�EQiDO©®OQnp i1pp©D © ©© o©©p © p©F1 p©pqOi] �lA ppEiDD®®�®�jirEpl ©®® ©� © �©pUDDdp©Q.E•©D p© �1Q©©©8 �p ©Fa�©©©i©!!�4©�F]EiDD©DpF�EI©©��©©'©©��©© dppD EJgqDOO OO • 0 pOppQDOA pA©DL/fa00DOA©©D©f■DEiDDD©DDE©7pD�j© D© QED D©D��� !7g•■Q•J Q QQ�Q©� QQQQ�OEJ�tlQ©©QED©dFJE�DEiDQi�OQDDQOQ©©E!©�E1Q�QQ pElip■QpQpQ d�r++E7gAq©© El D©QDOQ D©© ©® DD©Q©p ©A OppQOE■i■ man©©Epppp ©.Q©©D DQ an US" ©I©E©I©dOpp�©© DpDDD00DQi10ppo a©p DD�DDA A AD A ®®Ap�DllOD A, A DDEiDOQDO© �7DD ©QQ©Ei;a ©El®n �i �jE7pD: ® DF3�p1�q®©DEI���©Q■l; �O©Q�� �©�E#'0aQQ0Q �c©■©®��DDn©pp©�8'®0 ©DD©4©Q'cnatcna © �■7 ©.©QD�E■Q©gQqpQpQ �pQp7DD !7 ��AD®E�A•7Ei© Q �® ®�E�® Q©H®®Q � ODOO•L�E7©4F7©oH© © Q8 BOB DOOOnO��;�O©©'OOQODp DDO©■DD�Ed1O©�lO�Ea©Op© ©8 4©7��©©�1© ©Qp®® ©ppDD©DD©EQ7© Q�©Q©�QQE7©Q©�® p pp . ©© pp EIOpp DQDE7 ©Ei Q ® E7 © OD t70E1 ® ppO®LI DD FJ©E�Bull© Oi�,AA © ® A 0 00©AAOAE]�Q� ©�0©�� ©EiF7EiQQ[!QQ E�®D©p��©AO©O�u�pp ©© pp pp © pjp©©ppAAp FJADEJD®E7®©�© E•©QDQE��E�®E7Q�EIOD O�p©AADF7©AD, pDA©irAEi0E1Q Dn Qp� D�DQOQ LL77©BF�©E7 p Q EE1ID opQ ©© ©©pppp©pppp pEfE7ODpE761E1 ©©©D©©p © D�DDODQODQQ! p©'DQEI��©®O�©0 ©© A©©F1©©FIpD©©OE]paE1F�Elt7E7®® EI � FdS7pDpQDDQDi1ODDD D©'ODQpDpO©QOODD©Q©D Lo!©Opq F]A©Q D pODQ U DOA Q Q EIOd©p ©ppOQ©©©pD®p�p©o©©©DO©®E7®©®Dd©Ea ©©0©© Eplp�' Elip10 rA� © QOQ Q �QDE7��®E1�;A©®'E�17E7Pon rumEI�Qp©O E7 ® ©A� E1ErQ®�Ep]©•ptp®�oOAQ©©�EI©FJE�Ei�EDi� �E! ®QDOQE�OF]F1Q�A®00©OOQE�ADE1 D�7©D ©EB1® QOEI A[IE7��1d®© QD O pDEIsfDQO©0©0 ©ppQOQR� QQ Q� QD F7®[r®DD:E7EIEY®® IEIEi�jD®EI nun E7©©©D®Ron ���®� � A QODgQQQ©DQ©DE/�7 E7,QR7 ©©D ODODD 0 pa U 0OH AQQOOEIAOOD QQa.'Q dp© 0 D� ©�000 ©0� ©©©D®q O p©©©Oflu®�D®E�©©©Lpp■pDpDpApDE7DD0©pDpE]ExRuUu p©pDFYQE��DDEi ® Q Ei®Ei�A�©® ©©0 ©QDOQi1E10l7QgqA gqDQODAEp■Qo©©EY©©OQQQ©QQ© Fgip�Do©� 0q0©, ®©DDOQ E7©■■Dpluep■] � p ■]DE7�R�©D�®©;p© ©QD ©OD© pp ©© ©g ©© D ©QQ pOE1g ©u� Fl�D�O'� ©ps ©D®flD;�©Qdp�T.i �©,O©pQO �QDOQD�®��QpL� pQ©d©QR■ QOdQpD©©D©QdQ rulFAKNU pp pp©© odo©oc•pR■ QppD© pDp odn000r�pp�e�tgDo ©D Q o©©opopQp 4 inOEJ®Bonn ��®©®,gg©ilE1�� ®®DO■M�EI�DD©:®� LrD®FJ® ® DO p®E7 ®®��O©© ��us omumal ©pD®©DE1 D D®D D©DD�A©D A� �i® ®®n D �D©���®®sa�ppD��pp®'Puyy®pprProppp.oD©©AooppD;°�QDp�nopAOD ©oD�oD©;oo©oD�i DDDOD DDDDD ©� D®�f�®AA�®�1�8® ®©:[!A®L�Beef] QF�Aq�®DiD]©0®®®R® © �. � Dl7ODD ODDODDOAEi OEIO EIL� p AAA�DD�DdDDDD'QD©dD©'QOpIIR1QLtQQCanoODDOEIdDEId000QQODO pdIQdODQQODEIdd©'dd©Ddd --��_- .082• -�-�I-"- .062" -�.-�f-t-.862' - -r.,l�_.062" --1- IA83' 1.483' 1A83" a 1.483' .070" 060" .625` .625" -.� 1 - Q 1.376" J•CHANNEL FRAME O HEAD:LANWpMB ME 1 375° 3 FIN FRAME 4 EQUAL LEG FRAME r HEADIJAM0 "�' O HEAD/JAA78 HEAD/JAMB 23 LIGHT SASH REINFORCEMENT 3.483" 070' - - 1.162" I-+-- 4 -.002' -�"�� .062' .062" ij •--'-II"'-.082• .791'"1.036, 1.041" QQQ 'IryI'gIJ� 1 ��- .,30' IIII ( 2.A44" 2.444" 2.444' Qnu �►-{ 1.331° �-+- ffIII(UU��IiiII �-- 2444 26 REINFORCEMENT OREINFORCEMENT 1 f`-' IIrIIIt_JC�(JU o STANDARD HD MEETING RAIL L(� o MEETING RAIL 27 11 0 .829' Q J-CHANNEL •626° Q FAR/:SILL � O SILL FRAME EQUAL LEO -(- 1.375 FRAME SILL "�- 6 1.375" 7 C,FRAME SILL t � i 1.872' I 1.641" 1.378• {,� 5�Vx# 2.1DD' - 2,176" .-� � 1.472' r. mo- 1.565"�•-�65" - 1.375" .874" �r l .355' •••777--- J .47,'1.231' Imo- -�-{ 1.000• �-+-- 038" ,080• J } .070 .050" .070" i .050" L PAL FIXED SISHI.S SEVEIr 14 MEEn RNL 10 SASH RAIL. 17 CVE BALANCE 19 S REW 6 VER 19 N E OCK 20 NTERLOCK CV:R I 21 INTERLOCK 22 INTERLOCK COVER PRODUCT REVISED as complying with the Florida 8upd,ng Code NOA-No. 20-0401.04 `+`++u rrlfr RevLfon: EXp'-Ir'Jatlon�o��a�t/e(f_AZj9l - 66'' 3G1" '316" 30D' \��pN..rNcy � C)NO CHANGES THIS SHEET. By, "1�6LH-ac-jQ o. .794" .7D0" z=,;' ••,fip AK-3/10120 Mlam paao ProductICS trot fl D-Opff-, Dram 8y: EXTRUDED' ROLLED -J ,OTOTECHNOLOGymnm WINDOW EXTRUSIONS J ROSOWSKI 73 IG BEAD 80 SCREEN FRAME 81 SCREEN FRAME 3 13 0 .�z N.VENICE,FL 34275 5 A EOF :'��r�: (941)-480-1000 771k' �`S, •..�yRIDR. ��`�� SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 0 L Eta+�� SedevlWdef- 5 B706 Srnfe shm N rl.nM � 06'..E• REGISTRATION d29290 SH-5400 NTS 10 OF 12 MD-SH5400-01 R G P. a , I TABLE 0: TABLE S.CONT.: SILICONE HOT-MELT BUTYL Bill of Material Bill of Material,cont. STRUCTURAL # Part# Descf pllon Material # Part# Description Material STRUCTURAL SILICONE 1 620101 single Hung Frame Bari&Jem s-J-Channel VC 45 720 9T AU O Loc Mechanism POLYISOBUTYLENE 114"NOM. FOAM--� 3I78"NOM. CSteel Vy1TH.DESICCANT DESICCANT �r 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep t-ock Cast Zl c 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cost Zinc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76XI160PTX #6 x 1-1/6"Ph,FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SWDH Frame Sill-J-Channel PVC 49 7202 00 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH/DH Frame Sill-Flange PVC 50 7&X34PPA #S X 314"PH.PH SDS(Keeper Screw) SS 7 620107 S9NFH Frame Sill-Fin PVC 51 4Z0101 UR Beveled-flit Latch Corner Key PVC INT.GLASS INT.GLASS 8 620108 SH/DH Frame Sfll-Equal LeglBox PVC 52 420162 UR Pull Rai Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6x3/4"PFFHSDS(Comer Key Screw) PVC 7s KODISPACE n SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch 17 620134 Balance Cover PVC 55 42Oi84 Till Latch Retainer PVC 4SG TPS SPACER©NXT74 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"1111 Latch Spring SS k221 620156 Poll Rail inledock 00.5TSAI 57 420186 Plastic TillLatch Finger Pull PVC ALUMINUM 620144 PUII Roll Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cest TJnC REINFORCEMENT pOLYlsO- DESICCANT FILL AREA 620157 Belated Inledock 6005 TS A! 59 42D I80 Phol Bar Comer Key PVC BUTYLENE 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar - SS 5116"NOM. SEAL _5116"Nom, 620150 Light Sash Reinforcement 6063 T6 AI 63 720191 Sash Puff Handle Cast Zinc BUTYL& SILICONE SEAL 620153 Standard Meeting Rail Reinforcement 6005 T5 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc DESICCANT ROLL-FORMED FOAM STAINLESS STEEL 27 620154 111)Meeting Rail Reinforcement G005 T5 At 65 7B34FPT #8 x 3/4"Ph,FH SDS(Pull Handle Screw) 6S EXT.GLASS 30 61544 Weatherstrip,.187"x.270"Fin Pile 66 420188 Bottom Latch Strike Piale Cast Zinc 31 6Q300 Weatherstrip,.190"x.SOD"Foam Bulb Flex PVC 67 78588 08 x 516"Ph.FH SMS(Strike Plate Screw) SS EXT.GLASS 32 61719 Weall)erstdp,.187"x.220"PolyPlie 73 720136 I.G.Bead PVC 33 61825 Weatherstrip Plug,,220"Ffnsest 74 Backbedding,GE 7709 or Dow 791 or Dow 983 Silicone INT.GLASS 35 78X1MTTT #8 x 4"Pit.PH SDS(Interlock Mounting Screw) 75 71646tJ Setting Block(718"x V x 1/8),85+/-5 duro. EPDM INT.GLASS 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 1 TO 81012 Extruded Screen Frame Alum 37 71669SP Meeting Rali Screw Support Plate 6063 T6 Al 81 61011 Roll-Formed Screen Frame Alum �s DURASEAL� �a XL EDGE'"' 38 720210 Weep Hole Cover PVC 82 7CKGL021 screen Comer Key for Ntr lded Frame PVC SPACER SPACER L414 720)0000( Constant Force Balance 83 47042 Screen Comer Key with Pull Ring PVC #8 x 314"Ph.FH SMS(Con.Force Balance Screw) 68 84 47041 Screen Comer Key without Pull Ring PVC Spiral Balance 85 7CASPM Tension Spring SS 720205 Spiral Balance Shoe Nylon 86 UlBIBC48 Screen Ciotti78Xll4FPAX#a x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS 87 616351 11614 .140"Screen Spline(Machine/Hand Rolled) Vinyl Part# Description Material PRODUCT REVISED as complying with the Florida 76 Kommeding 4SG TPS Spacer System Building Code 77 Quanex Super Spacer nXr with Hot Melt Butyl See this r i r r r No{-No. 20.0401.04 78 Quanex Duraseal Spacer Sheet for `�.�`Ory.{L}rr/V��,,'! rr Hrro: Ex Iratlon Bate: 713 012 02 5 79 Cardinals Edge Spacer Materiels a�N''L)c�r�sF!�!! C)ADDED BACKBEDDING 1Yr REFERENCE TEST REPORTS:FfL-8717,8968&8970 t' fi'� AK-8110/20 Mlam Jade Praducmq rot No.58I05 -r);� - Oe�npOonr Drorm ON I 2eJ >r, 1010 TECHNOLOGY DRIVE BILL OF MATERIAL(BOM) J ROSOWSKI :Q�-•., AT OF :.( ` N.VENICE,FL$4278 ^s�.�,<Ot:rDh.••' \ (941N80.1800 77O: Oak: j NOTES: '/9rval �G SINGLE HUNG WINDOW INSTALLATION-NI 05/1 Bill 5 1)PVC BY ENERGI WINDOW AND DOOR PROFILES.LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE, r I t I 11�7 se:ron/Atalef: Saata: WOOL' lln slog No. 2)ITEMS#9.13,16.24,26,2e,29,34,39,61,62,&68-72ARE NOT USED AND ARE NOT PART OFTHIS APPROVAL ALYN�1,A, ER.P.E. 46e70S REGISTRATION#29298 SH-5400 NT5 .11.0E 12 MD-SH5400-01 C P.E OPT.SWEEP LOCK p 48 qg OPT.AUTO LOCK 47 \f @1)OR 58 11/ qg 65 �� 51 OR� e4 OPT.-PULL RAIL b• � 22 02OR\. � O 19 INTERLOCK& i� COVER 58� � I `� 87 OB - .,� BEVELED O1 MITERED FRAME WITH _ 21 INTERLOCK INTERIOR AND EXTERIOR 1B o &COVER FRAME WELDS O X4 `•.. X4 18 ei� 53 O 80 OR 81 0 14 DBA,Woe ----` , ~ SCREEN .RpcHE.`'_�--' �. %•r 50 OPT.PULL HANDLE ASSEMBLY ' WITH LATCH DETAILS — CONSTANTFORCE fi5 16 8Z OR 40 83 .��• 41 BALANCE b �4,•• OPT.PULL 40 OR 43 ` �OA2 43)SPIRALBALANCE HANDLE 83 01.87 Imo, �ti�i MITERED FRAMEWITH /// INTERIOR AND EXTERIOR SASF `FRAME WELDS 37 ASSEMBLY r DETAILS BD- ;-' ,•' � 36 EXTERIOR 4�.` ti.` 53 PRODUCT REVISED `•,''�. -�-" " �A�ACNES TO BAL 53 v� ag BUtdMg c d with the Florida NOA-No. . 20-0401.04 FRAME „t,� ' •--RaHefon:---�--- - Ex�Ir-atlon Date:.LQ7/30/2029 ASSEMBLY L. �'k,'; C)NO CHANGES PHIS SHEET. ray. DETAILS ���.• -�nsfi Mlam ade Pmdu a Irol E ���; AK-3110/20 P 1070TECHNOLOGYDRIVE EXPLODED ASSEMBLY J ROSOWSKI EXTERIOR ~`'•-ti•, ��; ) � N.VENICE•PL34275 NOTES: •.� �0�'•.. 3 A EOF :'Q4U (041}480.1800 Rlk: mts 1)SOME PARTS(OPTIONS NOY SHOWN ON DRAWING FOR CLARITY. •'•�\�� SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 2)J•CHANNEL FRAME SHOWN,PARTS#1 S S.OTHER FRAME TYPES APPLY. '�/S�ONAL�Ct��` Seden/Model: s-[,. She L• OrvwNg No. Rer 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 057. �7LYNNdd1!•LEh��•E. 5H-5400 NTS 12'OF 12 MD-5H5400-01 C 4)USE EITHER SASH TOP LOCKS OR SASH I BOTTOM LOOKS. p.EA5B705 REGISTRATION 829268