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HomeMy WebLinkAboutProduct Approval ®ucito tamna: Non Vinyt Impact Noe 1 of 1 FILE "ICY I - Purchaser's Arno: JAYNE MAURO f Job#: 1-MU4ZRZW i P?OJECT;SPECIMAT(OLVS !v 3 PGT tilin l 5400 Nornlmpact 5400--Non-lmpact Flung__ f 5400-Non-Impact Of lM Hung,White Int.Finish,White Ext.Finish,Standard,W-37,H-51,Ul-88 , 2 PGT Tiny]6400 Nonlm act 5400-Non-impact l`3er�i,e Hunq l5400-Nan-Impact R2e+isle Hung,White int.Finish,White Ext.Finish,Standard,W-37,W-50,UI-87 2 FG;Vinyl 5400 Nonlm_act 5400-Non-Impact Picture Window w 5400-Non-Impact Picture Window-.+Afhite Int.Finish,Vditite:.xt_Finish,Standard Tempered Glass Full,W-37,H-26,UI-63 1 I { i carat@ Nasra: Non Vinyt impact Page 1 of I Ati I BCIS Home Log In User Registration I Hot Topics I Submit Surcharge Stats&Facts I Publications I Contact Us BCIS Site Map Links Search a ;;;�Product Approval Florid o I +^g� � USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail REV9LE FL# FL239-1128 y�®� ��(��(��, � a Application Type Affirmation b --�.N C.l�— Code Version 2020 ST. L C 0 E C O U r -y Application Status Approved BOCC Comments Archived 0 (( Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive FILE COPY North Venice,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative Lynn Miller, P.E. Address/Phone/Email 1070 Technology Dr N Venice, FL 34275 (941)486-0100 Ext21142 Imiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL 3 Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By 0I 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 Evaluation or Validation Entity OYes 0No ON/A https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquSlBu8CAEmBE7OC31VX3PGOrkE96prUAg%3d 10/29/21,4:22 PM Page 1 of 3 sA Product Approval Method Method 1 Option A f..r{NA 2 Y4 Date Submitted 11/05/2020 Date Validated 11/05/2020 Date Pending FBC Approval -' Date Approved 11/11/2020 u ry of Products t- FL# Model,Number or Name Description =z ;`syyr� 239.1 SH5400 (Non-Impact) Vinyl Single Hung Window - Limits Use Certification Agency Certificate ved for use in HVHZ:Yes LF 239_8�8 C_CQ/.C--_20-0401.04.Dd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/30/2025 i 5 Design Pressure: N/A Installation Instructions +j< Other: Please see Miami-Dade County Notice of Acceptance FL239 R28 II 0-0401.04,pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: � r Evaluation Reports Created by Independent Third Party: y t t 239.2 SH5500.(Large Missile Impact) Vinyl.Single Hung Window ' s Limits of Use Certification Agency Certificate txpg, �W� it Approved for use,in HVHZ:Yes 39-R28 CAC 20-0401.03-pd� Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Y �tix 07/30/2025`Impact Resistant:Yes Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239" R28 I�20-0401.03.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: _ Evaluation Reports Created by-Independent Third Party: 239.3 SH7600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R28 C_CACC_20-0401.12.Dd aEs� Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/23/2023 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R?8 bI_20-0401.12.p�f (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER r - f and anchor type,size,and spacing information. Created by Independent Third Party: F Evaluation Reports Created by Independent Third Party: 239.4 SH7700(Large Missile Impact)- Aluminum Single Hung Window :-_ 4., Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes.. FL239 R28 C CgC_20-0401.11.pd� ¢`� { Approved for use outside HVHZe Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/23/2023 Design Pressure:N/A Installation Instructions. Other: Please see Miami-Dade County Notice of Acceptance FL239 R28 1120-0401.1l.pdf a .l, (NOA)for product_performance information,anchorage details, Verified By: Miami-Dade BCCO-CER x �* and anchor type,size,and spacing information. ECreated by valuationReportsIndependent Third Party: p a Created by"Independent Third Party: s Yid Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida-::Privacy Statement::Accessibility Statement::Refund Statement x v 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 r�to Q 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 October 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 y 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 k 5 gay under Chapter 455,F.S.,please click here. https://www-floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquSlBu8CAEmBE7OC3[VX3PGOrkE96prUAg°/n3d 10/29/21,4:22 PM Page 2 of 3 i MIAMI•DADE MIAMI 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 DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building 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 NOA. 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. DE C MIAMb©AOUNTY NOA No.20-0401.04 A , y, Expiration Date: July 30,2025 Approval Date:July 23,2020 T7/16/20 Page 1 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, Durasealo 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 5th 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 d-�j Manuel Perez,P.E. Product Control Ex n r NO, No. 01.0 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-1 I I I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA 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 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014) and FBC 611 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 NOA 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. 16-0 714.04) 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.F. Product Control Ex n r NOA No.20- 01.0 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 05/15/15,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 Dowsil 983 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,RE 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 71h 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) felpo Manuel Perez,P.E. Product Control ExapMr NOA No.20- 01.04 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-3 I PGT Industries,Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTEWED) 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 i 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 6'Edition (2017) and the FBC 7th 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 their Series "SH-5400"PVC Single Hung Window-N.I. approved on 11/30/17 and expiring on 07/30/20. Manuel Perez,P.E. Product Control Ex n r NOA No.20-0 01.0 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-4 i ANCHORAGE EXAMPLE FOR 28-7/8"MAX.O.C. �I 27-5/8" ANCHORAGE EXAMPLE I DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP 52-1/8"MAX.BUCK WIDTH FOR ARCH-TOP HEADER(SIN, 12"MAX.FROM MAX'O.C. HEADER(SIM.FORALL VARIES PER REINFORCEMENT NOT RATED FOR FOR ALL 7/7// FRAME SEAM _,�I 30" 12"MAX. / / _ WtN00W TYPES) LEVEL,SEE SHEETS 6-7 IMPACT RESISTANCE WINDOW TYPES) 7 , B.SEE MAX.O.C. ,(f \y SHEET3�- 10"MAX.FROM 52-1IS"MAX.BUCK WIDTH A,SEE SEE SHEETS 1 1 1-7/4" 8,SEE 30"MAX.O.C. 12"MAX SHEET3�— FIXED VISIBLEJ 12"L' / D SEE __ 8 g g I 1j SHEET3 FRAME SEAM LIGHT WIDTH SHEEP 4 f A.SEE 12"MAX i B,SEE "—T 12"MAX. EET 4 SHEET 3 FIXED SHEET3 SHEET 4 / EQUALLY / LIGHT 17-718 MAX.O.C. SHEET3 EQUALLY 17-7/8"MAX,O.C. ANCHORS PER I SPACED O / —L TAB ( HEIGHT �_ EQUALLY �" ANCHORS PER 91.78" SPACED 17-718"MAX.O.C. / TABLES 6&7 84" O ; MAX. ANCHORS PER / BUCK TABLES 6&7 1 62" O BUCK T MAX- �— HEIGHT MAX. I HEIGHT 10"MAX.O.C. BUCK 10"MAX.O.C. 10"MAX.I O.C, BUCK - AS SHOWN x 4 HEIGHT x 4 �- x I 4 y HEIGHT I • X I Q (9i.78" MAX.) EQUALLY 13-W4"MAX.O.C. EQUALLY SASH l 13-314"MAX.O.C. EQUALLY I 13-314"MAX.D.C. 111 L -{ SPACED �_ SPACED VISIBLE SPACED L— -- ABLES6RS ER ATABLES887 NCHORSPERI / HEGHT A�LIGHT _ TABLES6&7 A BEEANCH "7j / A ` / 1 SHEETS J / C 1 1 8-112"MAX. �6-1/T MAX. 6.1/Y MAX _NOANCHORSAT5ILL BSEESILLWEEP- �-- —JNO ANCHORS ATSILL NO ANCHORS ATSILLL _B 52-1/8'MAX.BUCK WIDTH`NOTCH DETAILS, SASH VISIBLE SEE SILL WEEP- B f SEE SILL WEEP- D _ 1-1/4" SEE SILL WEEP- LIGH,WIDTH NOTCH DETAILS, 52-1/8"MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, SHEET3 SHEET3 SHEET3 SHEET ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION 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 75"HEIGHT SEE TABLES 4-7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. GENERAL NOTES.................................................1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FORANCHOR 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)ALL WOOD BUCKS LESS THAN 1-1/2"THICKARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,FLANGE&EQUAL LEGIBOX.....3 DEPICTED AS 2X ARE 1-1/2"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 IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GLAZING DETAILS................................................5 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TOACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS DESIGN PRESSURES...........................................6-7 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR QUANTITIES.........................................8-9 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILES........................................10 7)DESIGN PRESSURES: ASSEMBLY&PARTS LIST...................................11-12 A.NEGATIVE DESIGN LOADS BASED N STRUCTURAL TESTING AND GLASS PER EST) G AND CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. •2020 FLORIDA BUILDING CODE(FBC),7TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT 'ASTM E1300-09 PRODUCT REVISED WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODEAND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •ALUMINUM DESIGN MANUAL,ADM-2015 00 Complying with tho Florida • 10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON NOA;DEWALT ULTRACON+;ELCONEWALT CRETEFLIX NOA;ELCONEWALT AGGRE-GATOR NON. AISI 8100-16 Building Cod•NOA�Jo. 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 CONSTRUCTION ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL \ Ex Iratlon Cato• 7/30/2025 / 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. � Y LY1UN Revision: ('7�i� C)UPDATED TO FBC 2020, er USER INSTRUCTIONS: ���•.• V)CENSF'.�(( REVISED ANCHOR TYPE TABLE. ^71amjpado product-¢o rol 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. ��= AK-3/10/20 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. ;� ND.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN ID�y1 7k- De dpticnr Diarn try• PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW / y 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. - '•••v�'7 ��0 :• N.VENICE,FL 34275 4)DETERMINE YOUR OPENINGS CONDITION FROM TABL TABLES OR 33.AND THAT ALL L MIN.R QUIZ ME FROM TH SCHOR/SUBSTRATE WILL ET REQUIREMENTS$HEET-SET ARE MET. l Off` •'• Se��OF �C/�� (941)480-1800 re& Date; 5)INSTALLAS PERSHEET 3 FORTHRU-FRAME INSTALLATION ORSHEET4 FOR INTEGRAL FIN INSTALLATION. ���5 '-•��RIDA,.-• \� SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, 0NAL ENG�`` 5e1iee/Model. Sw1a: Sheet Dma ing No. Rer. INTEGRAL FIN OR EQUAL LEGIBOX). a/tYNNIMILLE}t,P.E. SH-5400 NTS 1 OF 12 MD-SH5400-01 C P.Et!58705 REGISTRATION 029296 TABLE 1:ALLOWABLE GLASS TYPES Glass D05i o Pressure Frame Glass Frame Frame Description(Listed from Exterior to Interior) Types options Conflgs. Shapes installation Options that maybe used Type Table# Sheet# (see Fig B) (see Table 1) (see Fig A) (sea Fig C) 1 3/4"I.G.:118"A Exterior Cap+1/2"Air Space+1/8"A Exterior Cap 4 6 into 2X Wood Frame/Buckstdp-sheet 3,option 1 2 3/4"I.G.:1/8"T Exterior Cap+1/2"Air Space+1/8"T Exterior Cap 4,5 6.7 Equal-Ute, SquarefRect., Flange Through the frame ....into Concrete/CMU-sheet 3,option 2 3 3/4"I.G.:3116"A Exterior Cap+3/8"Air Space+3/16"A Exterior Cap 4,5 6,7 (#2) 1-4 Odel/Proldew Arch-Top& of the window...... „_,th cugfi ix Buckstdp Into ConcretelCMU-sheet 3,option 3 4 3/4"I.G.:3116"T Exterior Cap+3/8'Air Space+3/16"T Exterior Cap 4,5 6,7 &Cottage Radius-Top ....Into Metal-sheet 3,option 4 °A"-ANNEALED;'T'=TEMPERED ....Into 2X Wood Frame/Buckstdp-sheet 3,option 1 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME Box/ Equal-Ute, Square/Rect., Through the frame ....Into Concrete/CMU-sheet 3,option 2 Equal-Leg 1-4 Odet/Proview Arch-Top& of the window...... ,,,.through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 Min.Edge Min. Material Min.F Min.F" (#4) &Cottage Radius-Top Group Anchor Substrate t ....Into Metal-sheet 3,option 4 Distance Embedment P Steel Screw 92 ksi 120 ksi P.T.Southern Pine(SG=0.55) 7/16" 1.318" lea Scnw 6o ksl sa ksi Through the ....Into 2X Wood Frame/Buekstdp-sheet 4,option 5 #10 SMS 410 Screw 90 ksl 110 kst J•Channel Equalrule, Sq Arch-Top &.,integral tin...... ....Into Metal-sheet 4,option 7 Steel,A38' 3/8" 0.050" 1-4 OdeVProNew Arch-Top& (steel,18-8 S.S. E cc/DeWatt Aggre GatorS s7 ksi 96 ksi 1 Into 2X Wood FrametBuckstd sheet 4,option 6 or 410 S.S.) Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Ga.) Elco UltmCo.9 155 ksi 177 ksi ) &Cottage Radius-Top Through the frame P A Aluminum,6063-T5• 3/6' 0.050" 3116°Dewalt UitmCom® 117 ksl 164 ksi ofthe window...... ,,,,Into Metal-sheet 4,option 8 3/16"steel Ultracon or P.T.Southem Pine(SG=0.55) 7/16" 1-3/8" 1/4"DeWell UIt aCon�O 146 ksi 1sa ksi Through the Into 2X Wood FrameJBuckstdp-sheet 4,option 5 Ultracon+ Concrete(min.3 ksi) V 1-3l8" 410 SS Elco/Deweil Cmt.Flez® 1z7.4 ksi 169.7 ksi Integral Fin Equal-Ute, Square/Rect.,Integral fln...... ,,,,Into Metal-sheet 4,option 7 6063-TS Alianinum 18 ksi zz kst 1-4 OdellProview Arch-Top& ,,,,tnto 2X Wood Frame/Buckstd sheet 4,option 6 3/16"steel Ultracon Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" A3s steer 3s kst M ksi ( ) &Cottage Radius Top Through the frame P' Pt 3l16"steel Ultracon+ Ungrouted CMU,(ASTM C-90) 1" 1-1/4" Gr.33 Steel Stud 33 ksi 45 ksi ofthe window...... Into Metal-sheet 4,option 8 P.T.Southern Pine(SG=0.55) 9118" 1-3/8" #12 SMS Steel,A36' 318" 0.050" FIGURE A FRAME CONFIGURATIONS FIGURE B:FRAME TYPES (steel,18-8 S.S. Steel Stud,A653 Gr.33• WB" 0.0451"(18 Ga.) or 410 S.S.) Aluminum,6063-TS' 318" 0.063" B 1/4"steel Ultracon or P.T.Southern Pine(SG=0.55) 1" 1-3/8" Ultracon+ 2 4 0 1/4"steel Creteflex P.T.Southern Pine(SG=0.55) 1" 1-3/8" BOX OR Q 1/4"Steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" 1-3181, // FLANGE EQUAL- Q Concrete(min.2.85 ksi) 1" 1-3/4" �� LEG 1/4"steel Ultracon Ungrouted CMU,(ASTM C-90) 2-1/2" 1-11w, EQUAL-LITE ORIEL COTTAGE 0 Concrete(min.3 ksi) 1-3/1 6" 1-3/4" C 1/4"steel Ultracon+ Ungrouted CMU,(ASTM C-90) 1" 1-1/4" FIGURE C:FRAME SHAPES 1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 1-3/4" BUCK WIDTH --•BUCK WIDTH[--—�{BUCK WIDTH 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 1-3/4" i r7/� 1/4"steel Ultracon+ Concrete(min.3 ksi) 2-1/Z' 1-3/4" _ _ 1 fl 3 0 1/4"steel Ultracon+ Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" r0 c0 � T INTEGRAL w w w T J-CHANNEL D Concrete(min.3.35 ksi) 2-1/2" 1-3/4" = FIN 1/4"steel Crateflex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" o _ w 1/4"steel Aggro Gator Concrete min.3.275 ksi 1-.1/2" 1-318" an ro! Grouted CMU,(ASTM C-90) I TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH-TOP Min.Edge Min. WINDOW SHAPESAS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED Group Anchor Substrate BE USED BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING as Building C Complying with the Florida Distance Embedment DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM NOA-No. Code E 2-112"x.131"Common Nail P.T.Southern Pine(SG=.55) 3/8" 2-7/16' THE TABLES ON SHE 6.9. NOA-No. 20.0401.04 2-1/2"Ring-shank Roofing Nall P.T.Southern Pine(SG=.55) 3/8" 2-7/16" tJ1� Rev eron Ex Iration Dato• 7/30/2025 P,T.Southern Pine(SG=.55) 112" 1-318" �pNY LYN,'V �� C)REVISED ANCHOR TYPE By: #10 Trusshead SMS Aluminum,6063-T5' 3/8' 0.050" TABLE. Miamy�ade ProdagCo rol (steel,18-8 S.S. Steel Stud,Gr.33` 318" 0.0451"(18 Ga.) _7,_ No.58705 � - AK-3/10/20 or 410 S.S.) _ _ F Steel,A38• 318" 0.050" — :r_ O Dimrn By. oacnyflon: P.T.Southern Pine(SG=.55) 9116" 1-3/8" — t _: = 1070TECHNOLOGYDRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI #12SMS '37�d �- Aluminum,6063-T5' 3/B" 0.063° =O AT OF - �/' N.VENICE,FL 34275 7i8e: (steel,18-8 S.S. Steel Stud,Gr.33• 3/8" 0.050" ` (941).480-1600 era10 S.S., %,F�,'•• toRlor ••'��� SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 Steel,A36• 3/8" 0.050° s' 'G •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. �� ��IAL EN�``� Sonm/Model: Sears: Sheet: on No. Rm A L{'IJNMILL�f�,P.E SH-5400 NTS 2 OF 12 MD-SH5400-01 C P.E#56705 REGISTRATION#28296 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHORED THROUGH EMBEDMENT FRAME INTO 2X WOOD �+— 1/4"MAX SHIM 18 1/4"MAX SHIM —►I �- FRAME OR BUCKSTRIP. Q SEE NOTE 2,THIS SHEET. EMBEDMENT SASH VISIBLE 17 •, EDGE EDGE D 18 LIGHT WIDTH a :DISTANCE FLANGE FRAME DISTANCE •• SHOWN - 44 BALANCE MAX TYPE VARIES TYP.ANCHOR TYP.ANCHOR TYPE, 42 W SHIM ITH SASH Q TYPE, EMBEDMENTAND WEIGHT 54 EMBEDMENT 2 TYP.ANCHOR TYPE, EDGE I 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER IIRRIIIII 31 DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, LJ� a� EDGE SUBSTRATE, a p 16 SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EXTERIOR B7 4 I \a� ' '4• %e DISTANCE SSEE HEET 2. 2, �- o v FIXED VISIBLE FIXED 19 20 OPT.SASH TOP FLANGE 2 LIGHT WIDTH EQUAL VISIBLE LIFT RAIL FRAME I 2 _I LEGBOX LIGHT I NOTES: SHOWN BUCK WIDTH FRAME FOR ALL WINDOWS: HEIGHT I i 1 ANCHOR @3.55" 1)USE ONLY HORIZONTAL SECTION A-A SHOWN y FROM END AND AT 49 4 21 CENTER. SUBSTRATE-APPROPRIATE . a O 22 FOR WINDOWS ANCHORS LISTED ON TABLE SHEET 2.FOLLOW EMBEDMENT AND 73 OVER 36"WIDE: DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMlSTEEL FRAMING OR STEEL STUD. D 35 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. SCREWS @16-3/8" INSTALLATION OPTION SHOWN MAY FROM END.14 45 46 47 BE USED ON ANY SIDE OF THE o FOR WINDOWS WITH WINDOW. 1/4"MAX BUCK BOTTOM LOCKS: SHIM #10 OR 912 STEEL 1/4"MAX. 16 2)MASONRY ANCHORS MAY BE HEIGHT 50 O ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2, SELF-DRILLING SHIM SCREWS @ 8-3/8" SMS(G5),SEE SHEET 2.ALL WOOD BUCKS LESS 85 30 FROM END. TABLE 2, DQ.ram THAN 1-1/2"THICK ARE TO BE � SASH CONSIDERED 1X INSTALLATIONS.1X SHEET2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 1 16 DEPICTED AS 2X ARE 1-1/2"THICK OPT. 86 J_ USE EITHER OR GREATER.1X AND 2X BUCKS LATCH OR (WHEN USED)SHALL BE DESIGNED (2)1. 81 30 65 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL a INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME n LEGBOX WEEP LOCATION:6.5/8" DESIGN AND INSTALLATION IS THE SHOWN I I FRAME NOTCHES AT gp FROM SASH END. RESPONSIBILITY OF THE ENGINEER C.JD�Q SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 � OPTION 4 - PRODUCT REVISED 67 OPENING)IS MEASURED FROM as complying with the Florida l� 1/4'MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Building Coda EQUAL-LEGBOX �IJ=f10 I I I l l/ FRAME INTO METAL FRAME INTO METAL NOA-4o, 20.0401.04 FRAME SHOWN o 0 ./L �� Revlelon: Ex Iratlon Da • 7/30/20 te25 �V YNN�yi�'� C NO CHANGES THIS SHEET. By.. .27"X 1.25" NO ANCHORS LICENSE'•,�� �� WEEPHOLE •°.' :"° P:' 'F AK-3/10l20 Miam•pado Produc,YCs rol wrcovER @ 38 REQUIRED IN VISIBLE LIGHT FORMULAS : No.58705 FLANGE OR 2.87"FROM EQUAL-LEG WIDTH s'; ® Drmm W. EACH END. - DescnpUon: FRAME SILLS @SASH:BUCK WIDTH-6-12" --� . @ FIXED LITE:BUCK WIDTH-4-3/8" a 1070 TECHNOLOGY �'po `j e�p ` DRIVE FLANGE&EQUAL-LEG/BOX FRAMES JROSOWSKI . , ••° N.VENICE,FL 3427b HEIGHT(EQUAL-LITE) ~(C`'''•Ff ORIDP•.•'' : (841}-080.1600 TiDe: VERTICAL SECTION B-B BUCK HEIGHT2-315/16" S G SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 t . '�NA1L1I ``�� Sbd-lModal. Scala Sheet Drow/n9 No. Ror. A LYNN MILLER,P.E. SH-5400 NTS 30F 12 MD-SH5400-01 C P.Ett 58705 REGISTRATION f29296 INSTALLATION 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 INSTALLATION OPTION 5 I EMBEDMENT �- EDGE DISTANCE ANCHORED THROUGH INTEGRAL Imo- EMBEDMENT _jL. NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR a 114"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 1/4"MAX SHIM SHEET. TYP.ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL I EMBEDMENT AND EDGE 18 LIGHT WIDTH ❑ FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2,SHEET 2. — o T (SCREW SHOWN) D 44 BALANCE EMBEDMENT TYPE VARIES L 1/4"MAX SHIM 42 WITH SASH EDGE R WEIGHT 54 DEMBEDMENT ISTANCE PER TYP.ANCHOR SUEDGE BSTRATE, DISTANCE NCE U�Q 30 SEE TABLE a 3,SHEET 2. EXTERIOR In\ TYP.ANCHOR TYPE, 16 (NAIL SHOWN) �D� v 87 l�\ INTEGRAL EMBEDMENT AND EDGE 19 FIXED VISIBLE 3 � �I FIN DISTANCE PER SUBSTRATE, FIXEDFRAME SEE TABLE 3,SHEET 2. VISIBLE 20 OPT.SASH TOP LIGHT WIDTH J-CHANNEL SHOWN (NAIL SHOWN) VISIBLE LIFT RAIL FRAME 1 LIGHT HEIGHT FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55" BUCK WIDTH 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C 21 CENTER. SUBSTRATE-APPROPRIATE a i 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 8 3 73 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 0 AND EDGE DISTANCE LIMITS.ANY 1/4°MAX ADD ADDITIONAL SHIM MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2 8 3 SHEET 2. 45 46 47 SCREWS @16-3/8" INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE ALSO FOR DADE-APPROVED MULLION FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR#12 STEEL (� 1/4"MAX. HEIGHT 50 a 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING I SHIM SCREWS @ 8-3/8" USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLES 2 8 3, ❑� 30 THAN 1-12"THICKARE TO BE SHEEP 2. D SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLYTO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1.12"THICK 86 18 OR BOTTOM OR GREATER.1X AND 2X BUCKS R OPT. LOCK(SHEET 3). I❑Q c �Q (WHEN USED)SHALL BE DESIGNED 65 83 ILJI TESTED UNIT Q FIN AND/OR Q (2)1 81 31 30 LOCATION:6-518" TO PROPERLY TRANSFER LOADS FLANGE REMOVED INTERIOR THE STRUCTURE.' IN-FIELD BUCK FROM SASH END. WEEP DTO ESIGN AND INSTALLATION IS THE NOTCHESAT RESPONSIBILITY OF THE EACH NO ANCHORS OR ARCHITECT OF RECORD. FRAME FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION PRODUCT REMISED THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 as complying with the Florida OPENING)IS MEASURED FROM 1/4"MAX BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO Building Code INTEGRAL FIN SHIM INTEGRAL FIN INTO METAL METAL(INTEGRAL FIN/FLANGE REMOVED) NOA-No. 20-0401.04 FRAME SHOWN �f Q 27"X 1.25E SHOWN LE \ // Rs h*n: Ex Iration DateM7I30/2025 W/COVER PROLE T ` \�ONY LYIVIV ,, C)REVISED DADE MULLION GWWA _� 38 FROM EACH END. 1 LIGENSF '(� �� NOTE. Nllam ado Produe,YCo rol VISIBLE LIGHT FORMULAS Q: .c<`� TYP.ANCHORTYPE, _�� No..56705 AK-3/10/20 EDGE DISTANCE EMBEDMENTANDEDGE WIDTH - - - DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6-12" - i . -" - Descnptionr Draw"W. SEE TABLE 3,SHEEP 2. —�1 EMBEDMENT @ FIXED LITE:BUCK WIDTH-4.3/8" -� ? : 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) -�O S TE OF O ••• N.V)48D-1ENICE�00FL 34275 HEIGHT(EQUAL-LITE) T a : (847).480-t800 WHO: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT2-3-15116E ';<`� �OF.IOF,.•'�� SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ANCHORED THROUGH INTEGRAL FIN ���5�� G NAL ���` Sariea/NodeL Soa7a: Sheet: Drawing No. Rer. INTO ZX WOOD FRAME OR BUCK- A L41JF}ft11L�L ,`P.E STRIP.SEE NOTE 2,THIS SHEET. SH-5400 NTS 4 OF 12 MD-SH5400-01 C P.E#58705 REGISTRATION 029298 —�{ 3/4"NOM. 314"NOM. 3/4"NOM. 3/4"NOM. 1/8"A GLASS f 1/8"T GLASS I 3/16"A GLASS 3/16"T GLASS 1/2"AIR SPACE 1/2"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 1!8"A GLASS 1/8"T GLASS 3116"A GLASS 3/16"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 8.7g 78-70 76-70 78.79 GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 12"NOM.GLASS 76-79 BITE TYP. 73 74 31 EXTERIOR 75 38 30 PRODUCT REVISED as complgiag with the Florida Buliding Code Non-No. 20-0401.04 L� .�icErvS..... RC�aNO CHANGES THIS SHEET. Iration Bata• 7/3� D/2025 By Miamado P TYP.GLAZING DETAIL roduee Co trot AK-3/10/20 _�: No.58i05 DascripGon: :: 107 TTECHNOLOGYDRIVE GLAZING DETAILS J ROSOWSKI O SAT OF N.VENIM FL 34275 •.c�OR.... '') (941)480-1600 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 GLAZING NOTES: '�ass �C��� "A"=ANNEALED '�,�ANAL�`���• "1"'=TEMPERED �I111111t��` Series/Modal• scale: Sheet• Drmrfng No. Rer. LYNN MILLER PE REGISTRATION029289 SH-5400 NTS 5 OF 12 MD-SH5400-01 C TABLE 4: atoarypes Botlam Sesn Sazn Design Pressurephslfl) 1.4 DesNpbn br ptren HeOm Reinf.Love1 RO oWllDOow Ranpo Mdm Wdt Wldth(In) R1 HCldl a.- OD) 3B 24 32 36 40 48 52.US 23.5 Eeud3le 11.39e •sag -100.0 •50.0 -1mo •50.0 -1040 +SOLD -100.1 •50.0 40aD •50.0 -910 •50.0 -92.0 Sland3ld Co0epa 14517-15.B7D +5D.D •100.0 +SOD -100.0 +SOLO •700.0 •SOLO -t0o0 •SOLO •100.0 •5n0 -B7.0 •500 -90.0 28 Epual-a0 11,583-14.516 •�0 -100.0 •SOLO 400.0 +50.0 -100.0 ✓50A AMO •5n0 400.0 •Sao •1000 •540 -N.1 SWdad PWO 11.377-11.582 +50.0 •100D •50.0 -1mo •So.a -100.0 •50.0 -1000 •540 -10D.0 •50.0 .100.0 •5DO -9t.o Tdi..t 21 517-25265 +540 -f00.0 •500 40DO •50.0 -100.0 •saA -10¢0 +5a0 -100.0 -Sao -68.0 •Sao .779 SIa143N CbtlOpO 2a B58-Ti.516 •SRO -100.0 •50.0 -tOnO •50.0 -100.0 •`�.D -100.0 •50.0 -100.0 •540 69.6 •50.0 -78.7 37.375 EOU*Re 17.517-20.957 •5D.0 -tOD.O +540 AODO ✓.0.0 -100.0 •SOLO -t0a0 •5n0 -10D.0 •50.0 66.6 •6oD •78.0 Stardad P.AW 14517-17.515 +50.0 -100.0 •500 -100.0 •SOLO -100.0 •0.0 -100.0 •50.0 -100.0 •SOO -B32 •5¢0 •7S2 Sheted 11.377.%515 +50.0 4DOA -Sao 40DO •50.0 -100.0 +50.0 -t00.0 •500 •100.0 •SD.O -no •50.0 -7J.6 Tdledt 21.683.31911 •50.0 -100.0 +500 -IODO •50.0 AM 30 -87.0 •500 6fl0 •Sn0 -78.0 -Sao -71.0 a andm Sde 28.517.27.587 -Sao -100.0 -Sao •100.0 Sao -10na ✓SaO -10n0 -Sao -100A •50.0 -823 •Sao as HEADER Stend1Na90pe 21617-25516 •5'0 -100.0 •5no -100.o ✓0.0 -1040 •m.0 -100.0 •Sao -100.0 -Sao -79.0 +5a0 -70.9 d1 Epu a. M17-23516 •SOO -100.a Sao .1040 -So ± -100.0 •�A -f00.0 +RO -100.0 •50.0 -78.3 -Sao -7a3 S1m0adPmtew 71 517-20.5I6 +SaO -1004 •Sa0 •10a0 •SOLO -100.0 +'�.o -100.0 •AO -100.0 •SOLO -785 •5D0 •70.3 adorn Site 14517-i7516 +W.O -0OD.O •5D0 is •SOLO -100.0 •`AD -100.0 ••Sl0 -100.0 •50.0 -795 +50.0 -772 Shoded 1.1.377.1d5t6 +340 AMO •50.0 400.0 +50.0 -100.0 •50A -10a0 •50.0 941 •50.0 -789 •SOO -71.8 Tgimi 31 5 8 3-35 211 •50.0 -100.0 'AD -100.0 •50.0 .9a9 •9.0 bfl3 •5D0 bfl3 •500 -74.9 •5ao -69.1 Staid4 c.ft a 2fi517.31.582 •560 -100.0 •5a0 4D0o +50.0 -100.0 -WO -1DD.0 •sag •96.4 •5D0 •73.8 Sao -as E4ud4ee 22 517-26318 •5DO -1D0.0 •5a0 40a0 •50.0 -100.0 •50.0 -100.0 -!no 932 -Sao -71.5 •Sao -63.9 a D MEETING RAIL 48 Staidsd ReAmv 17517.21516 -Sao AMD •50.0 -1000 •50.0 -10aO •50.0 -100.0 +5n0 97.1 •5n0 -74.9 •50.0 •67.0 23 md_Sbe 14517.17516 +50.0 -100.0 -Sao -7DDO •50.0 -10a0 •50.0 •10DO •FAO 920 •5no •763 •Sao -sal 26 e adorn Size 12617.14.516 +5DO -100.0 •50.0 -100.0 •5D.O -1DaO •50.0 947 •510 47.8 •5n0 -73.8 •SOO 68.9 ShWl gl 11.377.12516 •50.0 -100.0 -Sao -100.0 •50.0 -D60 •50.0 91B •FAO 6S7 .So0 -722 -Sao •67.3 H TdInt 33208-37.538 •Sao -100.0 •50.0 .93.4 •50.0 •8L3 •50.0 622 •5aO .81.9 •SnD -71.9 •Sao -65.8 O o § 131 1dompd 2fl517-M.207 •5oO •100.D •5a0 400.0 •50.0 -1DDO •A: -100.0 omo 916 -Sao -71.1 •5n0 63.3 a D ERA-Be 23 517-26516 •5D.0 AD10 +5D0 -7DD.0 •SOLO -1D0.0 •SI.D -1310 •F40 9a5 -SOLO -72.8 +500 •6S1 23 d9625 adorn S¢e 20.517.27516 •50.0 40D.0 •Sa0 -100.0 •A.0 -100.0 •SOLO -tD0.0 •SD0 9a8 +60.0 •R9 •50.0 65.7 Q StalddRW. 17.517-20516 •5n0 -tOD.O •50.0 -t000 •SOLO -100.0 •:DLO -700.0 •5a0 9fi0 •5D0 -T37 In8Adam Sue 14.517.17.515 -%a -tOaO •Sao -1140 ✓0.0 ADD.0 +5D.0 99.0 •50.0 -89.8 •So0 -75.1 1 EXTERIOR SASH adSao 12517.14.s16 •AO -t0D.0 K0.0 -100.0 •50.0 -BL7 +SOLD925 •500 6S7 +50.0 -72.2T'X�IIE''IRIIOR a HEIGHT shm.9 11.377-12515 •Sao 40D.0 •Sap -09.5 •50.0 687 •50.0 6705ao .01.9 •5ao .69.5 3 VTOW 36517-31.640 •Sao 4010 •Sao 626 •50.0 -712 •50.0 685 •SOLO 67.1 •50.0 48.12Stendadmtlepe 31.517-36515 +FAO .100-0 •Sao -992 •50.0 9fl3 •9.0 666 •Sao 966 •5Do 63.2 .8 JAMBEOu63fe 21.117.37.66 •510 411-1 'AD 4MO •50.0 -100.0 •50A 957 •5a0 6S7 •50.D 63.7 .3 ,Z,�51 +Sa0 4DOO •boo -917 •m.0 -8L8 •50.0 .860 •5ao -Bi9 •5D0 65.4 8 62 adorn Sit• 20.517.23516 •SOD 4OO.0 -Sao 96.3 -SO..0 -77.0 •50.0 -745 -MO -735 •50.0 -649 •Sa0 689 adorn Sbe 17 617-2 0 51S •:AD 97.3 +5DO -79.9 •5aO -68.7 +50.0 658 -Sao bat •SOLO 605 •5D.0 -55.6 SILL D adorn Sae 1a517-17516 •50.0 .89.6 -Sao -710 -San 6L9 •w.O 6fl9 •`AD 67D •50.0 -5.9 -Sao as adorn g 11.954-16516 +SOLO 417 •50.0 -57.8 •SOLO .57.0 •SD.O bfl0 •50.0 639 ✓Sao -SD.4 •Sao o -SLS Shute9 1i664-73.016 •SOLO 637 •5Q0 67.8 •50.0 -510 •SOLD 639 •Sa0 6L8 •50.0 -SOLO •5¢0 60.0 Tdlest 39517.41.644 +50.0 -100.0 •5O0 -826 •50.0 -7i2 •5D.0 6fl5 •Sao 67.1 -Sao 60.6 +500 -530 adorn Sae 3fl517-39.516 ••AD -1DOA +Soo 98.7 ✓A.0 -77.5 •50.0 -750 •%a -74.1 •9a0 60.7 •5D.0 -511 EOIBI41e 35517-38.518 •5aD -100.0 •50.D •920 •50.0 -Ma •SOLO •7fl5 •SOLO -77.9 •SOLO 60.0 •50.0 -524 75 MomS4e 32617-35.516 •50.0 -100.0 •50.0 653 •50A -74.0 So -lid •°AO -7a2 -Sao -60.2 -Sao -525 51.i ditAr 20.517.32.516 •SRO -946 •50.0 .77.5 •50.0 -%3 •50.0 633 -Sao 61.6 .sou -59.2 +Sao -53.0 adorn SKe 20.517-29.516 +SRO -87.2 •Sa0 -71.0 •50.0 60.0 •500 669 +510 649 •510 -53.5 •5ao -51.5 SECTION DETAIL FOR WINDOWS WITH Shooed 24884.28.518 -Sao .510 +5a0 -690 .W.0 -5al +50.0 6SO •50.0 610 •50.0 -51.4 •5a0 -50.6 Eoea9B• 3fl517-a7.b3i -sao -sae +sao •n5 •sD.O -6fi3 •so.o 613 •5ao 646 •sao -55.i •5no bD.s LEVEL R1 REINFORCEMENT&GLASS TYPES 1-4 r_9178 apam sae 35.s17-3651D •5a0 67.2 •sao -71.0 •5D.0 6a0 •SnD 669 •500 bore •zD.o -51.5 •5ao bD.e (REINFORCEMENTS SHOWN IN FIGURES blended ftAw 33884-35.515 •5ao 637 nao •67.e .Sao -57.D •50.0 bag •sap -51.e •soo •So.D •sao -w.0 ABOVE APPLY TO ALL FRAME TYPES& Tdlesl ^ -41.644 •5D.0 637 •sao •67.8 •510 -57.0 +5D.0 639 •5ao 6LB -Sao -50.0 •5o0 -'DLO CONFIGURATIONS) SEE TABLE 6,SHEET 6 FOR ANCHOR GROUP AND QUANTITY. •'MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 (APPLIES TO ANY HEIGHT 91.78-OR LESS) PRODUCT REVISED as complying with the Florida Building CCode NOA-11I0. 20-0401.04 N�C....../`��!,,� Rev)dn: ExIratlon Date• 7/3012025 C ADDED MIN.SASH HEIGHT �- �.•' F' .! NOTE. Mlam made Produet'Co, rol NOTES: _TY;' No.58705 AK-3/10/20 X- ® Dmrn BY: 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME _-D = Descrtptlon: OR INTEGRAL FIN. �31 '. 313�-0 ;Z` 11tD70T�� SDRwE DESIGN PRESSURE TABLE J ROSOWSKI SAT OF (V TIDa: fie: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. (�` '��ORIDI` ��� (941}480-1600 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE WIDTH OR • '••• �G�� HEIGHT DIMENSION SHOWN ON THE TABLE. i�ONAL ��� �����d); Srnle. sheet: Dmving Na. Rov: A LW I�71L VR\P.E. SH-540O NTS 6 OF 12 MD-SH5400-01 C P.E7758705 REGISTRATION 029296 TABLE 5: Dlav TYP08 b0lmm sasn Saan Design Pressure Qhs/fl2) 2.4 HdOt R MEUvel Ranlp®Wlndax' Ranp Wlndaw Burk Width In Rl H.old 5- on) IB 1 24 32 36 4D 48 52.125 2J.6rEpFae 11,394 +fi5.0 •130.0 +0.0 -130.0 +65.0 Inn +65,0 -1300 .65.0 •130.0 .55.0 •129.0 .65.0 •120.0 14IMo 11870 W5.0 -130.0 +65.0 •130.0 +65.0 -13D.0 +65.0 .130.0 +65.0 •130.0 +65'0 -127.0 +65.0 •1tfl0 2Ba4Yt0 11.03-14.516 +65.0 IW.0 .0.0 •130.0 +65.0 -130.0 +65.0 430o +05.0 -IWO +65.0 •130.0 -65.0 43a0 m 7'mNre 11.3/T-11.682 +w.0 IWO +65.0 .130.0 40.0 -130.0 465.0 -IWO +65A •130.0 +65.0 .130.0 +65.D •tR].0 Telest 2].517.25.288 .65.0 IWO 465.0 •rwo 40.0 -130.0 +65o -130.0 +83.0 •130.0 .63.0 -f220 +65.0 -1140 6UMvd Geaga 20.w8-R1518 +65.0 -130.0 +65.0 -130.0 +0.0 -1W.0 +0.0 -13D.0 +65.0 •130.0 +0.0 -124.6 +0.0 -1123 37.376 E0614N0 17At7-20.957 +65o IWO +65.D IN. +0.0 •1 o +654 430.0 +65o IWO +0.0 A212 .So 409.3 61a1tlam PlOMew 14.51T-11.615 +65.0 4MO .65.0 •130.0 +0.0 -130.0 +65.0 IWO .65.0 -130.0 40.0 I= +w.o -1102 Shaneal 11.377.146515 .65.0 -130.0 +65o Inn .65.0 IWO 465.0 -1300 .mo •130.0 .65.0 -I16.0 .65,0 •107.0 Tallest 27.68J-]1.91f +wA -110.0 +69.0 •130.0 +0.0 •110.0 .610 •127.0 +610 •/16.0 .0.0 •92.0 .0.0 A10 Oa1=n see 26.617-27.M +650 •130.0 10.0 .130.0 .w.0 IWO +65.0 4300 465.0 IW.0 +w.o 415.3 .65.0 •1014 Q HEADER smsthrd 0epe 23.5n•26.e1s +w.o •1340 40A 4wo +0.0 .130.0 .65A •130.0 .6" -Iwo -0.0 -110.6 +w.D -992 a Epulsa 20.617-n516 46U -130.0 +65.0 -130.0 +65.0 •130.0 +65.0 43a0 +00 -130.0 +w.D -109.6 +65.0 -98.4 61aaUm Pmdep' 17.617.24518 +w.0 -130.0 .65.0 -130.0 +650 -130.0 .65.0 -130.0 .69.0 •130.0 +0.0 -109.9 .65.0 41&8 C�et4m sae 14.517-17.518 +65.0 -1]0.0 +85.0 •130.0 +0.0 -f10.0 +w.0R .0A -130.0 .0.0 -111.3 .65.0 -°3.7 Srndest 11.3T7-14.516 +65A -1300 .65.0 -130.0 .0.0 -130.0 +65.0 .0.0 •130.0 +MO 413.6 +65.0 -101.7Tafat 31.583-35.911 + .O -130.0 +0.0 •130.0 .0.0 A27.2 + o +650 -116.0 .65.0 A&0 .0.0 .93.0 SUndad MU2920517-31.682 +65.0 IWO .0.0 -130.0 .65.0 -1]40 +65o "S,0 IWO +w.0 403.3 .65.0Epr64-0U 20.517.2&516 +850 4M.0 165.0 -130.0 16&0 IWO 465.0 +6s.0 n]o.a .w.0 -Iw2 +w.0 A95 MEETING RAIL 45 SUnddmPm m 17.517-20.518 .bs.o a3o.o ss.o n3a.o -0.0 •IWO +65.0 .0.0 -l30.0 .w.o -IwA .6s.D -93.7 23 C tcrh Eke 14.517-17.516 +65.0 430.0 +65.0 430.0 .65.0 •130.0 +65o +65.0 •130.0 .0.0 •106.8 . X •95.3 .27a 44.516 +05.0 -13U 465.0 •130.0 +0.0 430.0 .65.0 -see IWO +0.0 •110.9 165.01I 11.371.12616 +65.0 -130.0 .0.0 AWA .65.0 -1]0.0 .650 +85.0 -130.0 .55.0 •114.6 .65.0 •otLs Tellut J7.208.3I638 +fi50 •130.0 .65.0 •130.0 +w.0 Also .65.0 .65.0 •114.7 .650 49.0 .6&0 Me6UndvdCotU9a 2fl517-33107 +65.0 -1300 465.0 •130.0 +65.0 430.0 +w.0 .65.0 •130.0 .w.O •9&0 .65.0 •66.6 Q n ERwLYU 21517-26516 +w.0 430.0 +65.0 430.0 465.0 -130.0 +85.0 4no +.S.O I Do 465.0 -IDf.9 +65.0 -91.1 � 23 �) de.6I3 O ltih 51. 20,517.21516 +65.0 4W.0 +65A -1JOA +0.0 Am.0 .65A 4 0 .65A -1340 . o -102A .65A .912 11 Bmltlam Pm Jaw 17.517-21.511 +65A •1-1 +85.0 •131.0 .w.0 130.0 W54 430.0 .65M •130.0 .0.0 403.2 .610 •427 C^I4m Sea 14617.17.615 40A IWO 465.0 .130.0 +0.0 .130.0 Ko IWO +65.0 -130.0 465.0 405A .w.0 -819 EXTERIOR SASH Galam See 12617-44.616 +65o AAA +63.0 -130.0 -0.0 =130.0 465.0 •129.5 +w.0 4295 .65.0 •109.6 4650 -97.4 EXTERIOR a HEIGHT ShOrlaet 11.3T7-12516 +w.0 IWO .65.0 .130.0 .65.0 -124.2 +0o 421.8 +w,O 421.7 465.0 -1132 +&5.0 -100.4 ,VL TWRI W.517-41.644 +66.0 AM.0 +w.0 -1156 .0.0 A17 + o -w9 .65.0 43.9 +w.0 -927 +65.0 A1.5 61m61vd C01Upe 11.517-35.515 +65.0 •130.0 .65.0 IWO +w.0 .123.6 +65.0 •1212 +65.0 .121.0 .65.0 A9.e +w.0 -79.3 EpuNlo 24617.31.518 -6&0 IWO +65.0 •130.0 +0.0 IWO +610 IWO +65A •119.9 +MD Al2 W5.0 •78.8 JAMB a 6nNamnw 21517-26.516 4&0 -130.0 +65.0 IMO .w.0 4M.9 +w.o I . -0.0 •1202 +65.0 -91.6 + o 4l-0 23 62 CusUm See 20 511-21618 .w.0 -130.0 .0.0 In.? +65.0 •107.9 .65.0 -INA . A .103.1 +65.0 .914 40A -026 C1xUm Sea 11.517-2D.516 +53.0 430.0 465.0 -111.9 -0.0 A61 +65A •92.1 +6&0 A9.9 . o 49.3 +65.0 A3.5 c0at9m sea 1a.sn•17.s1s .ss.o •12Sd .w.o no22 .w.o Asa .650 Aze .65.0 -78.8 .w.D aflR ws.D -7&2 SILL D Cualam Bea 11.017-13.516 +wD •117..1 465.0 A0.0 +w,0 A28 +65.0 -75.4 .650 •72.5 465.0 .714 +w.0 •0.0 6MM31 11.884.11016 .6&0 •111.1 .65.0 Ad.9 +w.0 -TB.& .65.0 -75.4 .650 •73.e .w.0 •T00 .65.0 •TO.D TafeL 39.517-41.644 .65.0 IWO -63.0 •116.6 .w.0 -9&7 +650 45.9 .0.0 A3.9 +w.o A4.9 .0.0 -71.2 Q t.rs site 3&517-39.516 .0.0 4W.0 .85.0 1242 465o -10.4 +65.0 105.0 +65.0 -1017 +0.0 A1.9 +65.0 •74.3 -MA EROaNf8 33.517-3&616 +65.0 .1340 .6s.0 -12e.8 +0.0 •1111 +654 409.9 465.0 -109.0 .0.0 A4.0 +65.0 TB Qetom sea 31517-35.515 +65.0 •130.0 .65.0 -119.5 .0.0 •103. +83.9 -we -65.0 •98.3 .w.O A6.2 465.0 -TJ.B BUnd3m ph_ 29.517.32916 + A IWO +65A I- +w.0 -928 +65.0 AB.i +65A A0.3 .65.0 A3.2 +fi3.0 •74J Cwl9m See 28.317.29118 +65.0 4221 1 .69.0 1A9.3 +0.0 A3,9 .65.0 -T8.7 +65.0 •76.9 +65.0 •76.0 +69.0 •74.9 6h=1041 24.556.26.5111 +65.0 119.1 +65.0 -98.5 +65.0 .81.4 .55 -77.1 .65.0 •741 .We •71.9 .65.0 •71.9 SECTION DETAIL FOR WINDOWS WITH Ewa tts 3e.517-41.sda +65.0 IWO +63.0 -103.6 +6s.0 A 6 . X -887 .65.0 462 .0.0 a1.a '65.0 -704 LEVEL R2 REINFORCEMENT&GLASS TYPES 2-4 w GnlOm Bke 35517-3&518 +0.0 -1221 +83.0 A9.3 .65.0 A3.9 K: •T8.1 +w.0 -78.9 .65.0 -74.8 +w.0 -T1.1 S-d PhMm 31w-516 ss.o 411.1 +ss.o AIs .w.o Is! +69.0 -78A .65.0 d2.5 .6&0 -rD.o ws.o -�a.o (REINFORCEMENTS SHOWN IN FIGURES 91.7e T.U.11 -4fA4a .fisa -it7.1 .w.o -ed.e .w.D -7e.e .s5a as.a .ss.o -n.5 .w.o aao .w.0 -roo ABOVE APPLY TO ALL FRAME TYPES& SEE TABLE 7,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 (APPLIES TO ANY HEIGHT 91.78"OR LESS) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20.0401.04 11 I 1 n l Fa Iration pate• 7/�3 012025 A f3 LYIV 72i�., , Revleian: ICENS C)ADDED MIN.SASH HEIGHT e� F •`F NOTE. Miamr pado ProduerCa)tdrol R; No,58705 AK-3/10/20 NOTES: _ :; �'.-- yn-F_ ID wn 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME _-D qq : = 0m P6o^r By: OR INTEGRAL FIN. "� � 'S20 4X 170TH OGY DRIVEDESIGN PRESSURE TABLE J ROSOWSKI ���•., S,A OF C FL rive: Date: 2)FRAME DIMENSIONSARE BUCK SASH HEIGHT IS AS PERTHE FIGURE. :c<ORIDP,.•' �ti (941T460-1600 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 S 3)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE WIDTH OR II�0nlAl Ser7ee/Yodel• Scale: SheeC Ormring No. Rer. HEIGHT DIMENSION SHOWN ON THE TABLE. A LYNN MILLER,P.E. 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Bw �yr 4'��NSF •<<F'; AK-3/10/20 Miam dada Produe,YCo rol I 1 I II.754" .750" �`2=•: •tom "lff--- Lf T 110.58705 .035' -�{�-� .025" --►�-+ = DeseripRon: Drown 8y. EXTRUDED ROLLED I "D - 107D TECHNOLOGY DRNE WINDOW EXTRUSIONS J ROSOWSKI 73 IG BEAD 80 61 �1 /3 .0 �� N.VENICE,FL 34275 SCREEN FRAME SCREEN FRAME �O�•.• S A OF .•'(U��' (941}480.1800 TiBe: 'ZORION ` SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 Series/Model• Scafe: Sheet Droving No. Rov: �d.nr�ryM�gIµER`b.e. SH-5400 NTS 10 OF 12 1 MD-SH5400-01 C P.E.#58705 REGISTRATION#29296 TABLE 8: TABLE 8,CONT.: SILICONE HOT-MELT BUTYL Bill of Material Bill of Material,cont STRUCTURAL # Part# Description Material # Part# Description Material STRUCTURAL SILICONE 3116"NOM. POLYISOBUTYLENE 114"NOM. FOAM 1 620101 Singe Hung Frame Head&Jambs- -Channel PVC 45 720197 Auto Lock Mechanism C Steel WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc WITH DESICCANT DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X118OPTX#6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH/DH Frame Sill-Flange PVC 50 76X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC INT.GLASS INT.GLASS 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 314"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt latch PVC 7e 4SG TPS SPACERW NXT rm 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 TS Al 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT POLYISO- t NT FILL AREA 21 620157 Beveled Interlock 6005 T5 AI 59 420180 Pivot Bar Comer Key PVC BUTYLENE5/16"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS 5/16"NOM. SEAL BUTYL& LICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 Al 63 720191 Sash Pull Handle Cast Zinc ROLL-FORMED 26 620153 Standard Meeting Rail Reinforcement 6005 T5 AI 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc DESICCANT STAINLESS STEEL FOAM 27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 65 7834FPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 30 61644 Weatherstrip,.18T'x.270"Fin Pile 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 31 60300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 67 7858B #8 x 5/8"Ph.FH SMS(Stdke Plate Screw) SS 32 61719 Weatherstrip,.18T'x.220"PolyPile 73 720136 I.G.Bead PVC 33 61825 Weatherstrip Plug,.220"Finseal 74 Backbedding,GE 7700 or Dow 791 or Dow 983 Silicone INT.GLASS LASS 35 78X1 MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 75 71646N Setting Block(7/8"x 1"x 1/8"),85+/-5 duro. EPDM 36 7MTHPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 41O SS 80 61012 Extruded Screen Frame Alum DURASEA0 XL EDGE"•' 37 71669SP Meeting Rail Screw Support Plate 6063 T6 AF 81 61011 Roll-Formed Screen Frame Aium 7e 7e SPACER SPACER 38 720210 Weep Hole Cover PVC 82 7CKGLB21 Screen Comer Key for Extruded Frame PVC 40 720X)000( Constant Force Balance 83 47042 Screen Comer Key with Pull Ring PVC 41 #8 x 314"Ph.FH SMS(Con.Farce Balance Screw) SS 84 47041 Screen Comer Key without Pull Ring PVC 42 Spiral Balance 85 7CASPM Tension Spring SS 43 720205 Spiral Balance Shoe Nylon 86 61816C48 Screen Cloth Fiberglass 44 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS 87 61635/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl Part# Description Material PRODUCT REVISED as complying whh the Florida B ' Building lode 76 lKommerling 4SG TPS Spacer System NOA-No. 20.0401.04 77 Quanex Super Spacer nXr with Hot Melt But I See this I I r r r p P y Sheet for ��`� Y LYN lei Revision: Ex Iratlon Dato• 7/30I2025 78 quanex Duraseal Spacer Materials `�C�'�N«Et�sF'1?/��' C)ADDED BACKBEDDING M amf�ado Produe,YGo rat 79 Cardinal XL Edge Spacer 2: :�`� AK-3/10/20 REFERENCE TEST REPORTS:FTL-8717,5958&6970 _ _� No.56705 „0:•� '�' _ Dwcdptron: Dmm W. 2 a Iz 1o7oTECHNOLoGYDRIVE BILL OF MATERIAL(BOM) J ROSOWSKI ��••.• OF •:.(V` N.VENICE,FL 94275 ir8a Dato., ••G� i/ ; (e°1y�eo18°° NOTES: SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ',�� ONAI-11 ``0\ S.H-ILo A Scale: 'Ti ME— N. Row 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE A LYN�I�IILLER,P.E SH-5400 NTS 11 OF 12 MD- 51400-01 C 2)ITEMS#9-13,15,24,25,28,29,34,39,61,62,&68-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL P,E#58705 REGISTRATION#29296 OPT.SWEEP LOCK O 46 OPT.AUTO LOCK `\ 18 `J 47 20 57 OR 58 Q 48 85 51 OR 52 RT o i ( 45 : Q OPT.PULL RAIL ; 22 82 OR 84 19 (NTERLOCK& I COVER Be ®o� Q 87 o i I 86 Q `\\ I• 1t � 35 OPT. BEVELED ( MITERED FRAME WITH I ( 21 INTERLOCK `!. INTERIOR AND EXTERIOR 16 j •'p 8 COVER ` FRAME WELDS Q "� B. .� � � 54 73 X4 \•.,�I 18 :,,• �`• 73 X4 53 •. •\ \ �• 80 OR 81 50 i 4 • 144CB - j l �' ACHESS09P•.._---•--•--•-_.� J `•� SCREEN A�-•�'••-" 49 `� r 60 OPT.PULL HANDLE ASSEMBLY .�� gq WITH LATCH DETAILS 41 4.)CONSTANT FORCE 1( "•�,�1 65 18 82 OR 83 BALANCE \ ,• OR OPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANDLE 67 p 63 f � :•�.y MITERED FRAME WITH SASH INTERIOR AND EXTERIOR FRAME WELDS 37 ASSEMBLY 66 36 DETAILS •���. EXTERIOR t 53 . y 38 59 `••.� PRODUCT REVISED 5 ,�� ''l, �•-�-- -� - A�ACyES TO Bq CP 63 d as ca eg Ing with the Florida BulldNOA-No, 20-0407.04 - —' Ex Iratlon Date, 7/3 012 0 2 5 FRAME \. �, ., <<,, Rovolnn: _. ASSEMBLY ®' \ `��• �N l LYNrt� By - C NO CHANGES THIS SHEET. DETAILS r•• LIGENSF '-�(� i M—y-j-do Prodmct-Do trot \ AK-3/10/20 No.58705 D—dpllon: EXTERIOR`�•� �� 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI 2 r N.VENICE,FL 34275 & NOTES: 3 )� v� 7itfe: 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. `` (� ''•F{ORIDP,.•'•�C�,' SINGLE HUNG WINDOW INSTALLATION-NI 1600 05/15i15 2)J-CHANNEL FRAME SHOWN,PARTS#1&S.OTHER FRAME TYPES APPLY. /��SS�ONA)-ENG�`` Sed../Madeft Scale: Shoat Droring Na. Rev. 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 687. ,7A�LYNNIMU-LER�1'.E SH-5400 NTS 12 OF 12 MD-SH5400-01 C 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P.E.#58705 REGISTRATION 029286 a