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Product Approval (2)
9/30/2016 Florida Building Code Online SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map 1 Links i Search I .. 'Product Approval USER:Public User yx•t <xs..ti,xss r R��rA=�aau: Product Approval Menu>Product or Application Search>Application Lis[>Application Detail a = t� FL# FL239-R24 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@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 Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 r Date Validated 09/07/2016 Date Pending FBC Approval Date Approved 09/08/2016 https:/tfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquSiBu8CAEmBE70C31\/X3PGaDAISWyATjge/p3d 1/3 1 ` 9/30/2016 Florida Building Code Online Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.11 LMI.Ddf (NOA)for product performance Information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.10 SMI.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.10 SMI.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.04.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/30/2020 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.04.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window Iml s o Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.03.oddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.03.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: back Next 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 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 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 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: ctheck M Cr6dlt Cord.' <Safe https:/tloridabuilding.org/pr/pr_app dd.aspx?param=wGEVXQwtDquSlBu8CAEmBE7OC3MC3PGaDAISWyATjgg/g3d 313 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) Nv-.vw.miamidade.gov/econom1 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"5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SI15500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,with revision A dated 05/05/16,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:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 1 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 NOA#15-0519.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0714.03 QIMIAMM•DADE COUNTY Expiration Date: July 30,2020 t (�, Approval Date: August 18,2016 Page 1 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation -LM", sheets 1 through 13 of 13, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 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,Duraseal° 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. 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 previous NOA No. 15-0519.05) 3. 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 series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. r,TL-79 dated 08/21/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5'h Edition (2014), dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA No. 15-0519.05) Manuel P ez,P E. Product Control Exam' er NOA No.1 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer" dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlasOO (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-5th Edition (2014), dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) , 2. Statement letter of no financial interest, dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. -15-0519.05) 3. 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. 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.05,issued to PGT Industries for their Series "5500"PVC Single Hung Window-L.M.1."approved on 07/30/15 and expiring on 07/30/20. I Manuel Pergli,Product Control ENOA No. 16- Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 E s ANCHORAGE FORA FOR 28-118'MAX.O.C. ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING / �I RADIUS-TOP S-TOP � / � 64'MAX.BUCK WIDTH MAX.AX.O.C.O," FOR ARCH-TOP HEADER(SIM.FOR ALL VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. 12"MAX.FROM FOR ALL FRAME SEAM 30" 12'MAX• / / WINDOW TYPES) LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT WINDOW TYPES) B,BEE—.___ —�MAX.O.C. •Cf SHEET 3 r2-1/8"MAX.BUCK WIDTH 10'MAX.FROM SEE SHEETS 1-1/4° A,SEE!-'_' —' '� 12"MAX / FRAME SEAM o,SEE _ 8&9 B.SEE .___ 30'MAX O.C. 12"MAX SHEET 3{ I FIXED VISIBE _L SHEET 4 SHEET3 i LIGHT WIDTH T B,SEE _,_-�+-30'MAX.O.C.-� 2"MAX C,SEE A.SEE "-- 12•MA I SHEET3 �— SHEET 3 —l}y—x' SHEET 4 EQUALLY — VISI LE A,SEE 12°MAX I / / SPACED I / LIGHT SHEET3F / EQUALLY 17-7/8"MAX.O.C. 17.7/8"MAX.O.C. SPACED ANCHORS PER HEIGHT / TABLES 9-11 — I —L EQUALLY j / 17-7/8"MAX.O.C. ANCHORS PER I / 91.78" SPACED I I TABLES 6-11 I I MAX ANCHORS PER O j 0 j 84" I BUCK TABLES 9-11 / 62° O! BUCK HEIGHT MAX. I I HEIGHT �— MAX — BUCK AS SHOWN 10"MAX.O.C. BUCK HEIGHT X j 4 10"MAX.O.C. X I ^ 10'MAX.(O.C. HEIGHT 1 X+ I Q (91.78' �_ — I _]— L( �� MAX.) j �----- -� 13-3/4"MAX.O.C. EQUALLY — / 13-314"MAX O.C. EQUALLY / SASH 13-314"MAK O.C. EQUALLY / 'T SPACED SPACED //yyVISIBLE SPACED SEE T + ANCHORS PER ANCHORSPER I LIGHT ANCHORS PER / SHEETS J / 'G TABLES 9.11 I TABLES 9-11 HEIGHT A l TABLES 6-11 �A 8&9 1 11 I 6-1/2•MAX 6-12'MAX. 6-112'MAx _JNOANCHORS A7SILL rI Bim_S E SILL WEEP- __ NO ANCHORS ATSILL B� _ NO ANCHORS AT UILL . __- B 54-MABUCK WIDTH '�I NOTCH DETAILS, SASH VISIBLE NOTCH DETAILS, 54'MAX.BUCK WIDTH -��NOTCH DETSEE.SILLW SEE SILL AILS, D - —� I NOTCH DETAILS, SHEET3 LIGHTWIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75'HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERALNOTES.........................1 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. FRAME,GLASS&ANCHOR 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 OPTIONS.............................2 INSTALLATION,FLANGE& CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LE ................3 INTEGRAL FIN 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 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &J-CHANNEL......................4 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS.............._........5 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES...................6-7 6)114'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES.................8-10 7)DESIGN PRESSURES: EXTRUSION PROFILES................11 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. ASSEMBLY&PARTS LIST...........12-13 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300, STANDARDS USED: 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE(FBC),5TH 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 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSUAFBPA NDS-2012 FOR WOOD CONSTRUCTION PRODUGTREVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. *ALUMINUM DESIGN MANUAL,ADM-2010 as cemptying With da Flatda 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ •AISI-510007/S2-2010 Bwldmg Code (G,O LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&A MINUM DESIGN MANUAL A ruptnnea IJo � .lJ � 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. •��,t ""i, l•• Revised By: Dale: Revielon: Pxpina Date ..�` •„(IQI!iy;/tA„ i. A)ADDED SPACERS USER INSTRUCTIONS: :•t!.,..•• •••.:'.,;r ' , JR 05/05/16 TO SHEET II. By .'.'Ll•'t: Ravfeod By. Date: Revlslon: Miami ndeP:atfuclCoalta9 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN = r ® Descripflon: Brawn Bl': PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW /� GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED INSTEP 1. ,l,(/t; l li �� t t ri 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR = 6 1070 TECHNOLOGY DRIVE 7iUe: y+,•T Dafe: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. •�:�•�•� t'II”' �. N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM. 05/15/15 b)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. '��';:';.,�••,1`L!-�l'��;••'•..• �• � NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, i , • (941)-480-1600 Sarlae/Mode L• Smle: SAeet: Drawing Na Rev: INTEGRAL FIN OR EQUAL LEGIBOX). IL/4Y NNf�1(_I,ER��.E. CERT. OF AUTH. X29298 SH-5500 NTS 1 OF 13 MD-SH5500-01 A P.E.0 58705 TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Design Pressure Description(Elated from Exterior to Intortor) Table# Sheol# Types Options Confl s' Shapes Installation Options that may be used Type (see Fig B) (see Table 1) lees Fig A) (see Fig C) 5 718°Laminated I.G.:1I8°A Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Liles of 1/8°A Glass with.090•PVB Intedayer 4,5 6 6 718"Laminated I.G.:1/8°T Exterior Cep+7116"Air Space+5/15"Laminated;(2)Utes of 118"A Glass with.090"PVB Intedayer 4 6 6 ....Into 2X Wood CMU-Framesheet 3,p-sheet 3,option 1 Equal-Ute, Square/Rett., 7 718"Laminated I.G.:3116'A Extedor Cap+318"Air Space+5/16'Laminated;(2)Liles of 1/8"A Glass with.090"PVB Intedayer 4 6 6 Flange Through the Trema ....into Concrete/CMU-sheet 3,option 2 Y (#2) 5-16 OrieCProHew Arch-Top& of the window...... through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 B 718"Laminated I.G.:3/16"T Exterior Cep+318'Air Space+5118"Laminated;(2)Utes of 1/8'A Glees with.090'PVB Intedayer 4,6 6 &Cottage Radus-Top 9 718"Laminated I.G.:1!0'A Exterior Cap+7/16"Alr Space+5/16"Laminated;(2)Liles Of 1/8"H Glass with.090"SG Intedayer 7 7 ....Into Metal-sheet 3,optlon 4 10 7/8"Laminated I.O.:118•T Exterior Cap+7/16"Air Space+6116"Laminated;(2)Utes of 118"H Glass with.090"SG Intedayer 7 7 ....Into 2X Wood Fmme/Buckstrip-sheet 3,option 1 Box/ Equal-Ute, Square/Rect.,op& Through the frame ....Into Concrete/CMU-sheet 3,option 2 11 7/8°Laminated I.O.:3116°A Exterior Cep+318°Air Space+6/18"Lamina ad;(2)Utea of 1/8"H Glass with.090"SG Intedayer 7 7 Equal-Leg 5-16 Oriel/Prouiaw Arch-Top& 12 718"Laminated I.G.:3118"T Exterior Cap+318'Air Space+5116°Laminated;(2)Liles of 118•H Glass with.090'SG Intedayer 7 7 (#4) &Cottage Radius-Top of the window...... ....through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 13 7/6'Laminated I.O.:1187 A Extedor Cap+5/16"Air Space+7/16'Laminated;(2)Liles of 3/16"A Glass with.090"SG Intedayer 8 7 ....Into Metal-sheet 3,option 4 14 718'Laminated I.G.:1I8"T Exterior Cap+6/16"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass with.090"SG Interlayer 8 7 Through the ....into 2X Wood setFra4,option 7 p-sheet 4,option 6 Equal-Lite, Arch-TRect.,Integral fin...... ,,,.into Metal-sheet 4,option 7 15 716"Laminated I.G.:3116"A Extedor Cep+1/4°Air Space+7/16"Laminated;(2)Liles of 3118'A Glass with.090•SG Intedayer 7 7 J-Channel 6-8 Oriel/Pro>Aaw Arch-Top& 16 7/6°Laminated I.G.:3116"T Exterior Cap+1/4"Air Space+7116'Laminated;(2)Liles of 3116'A Glass with.090"SG Intedayer 7 7 (91) &Cottage Radus-Top Through the frame....Into 2X Wood FrametBuckaldp-sheet 4,option 8 of the window...... ....Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11,13 Through the ....Into 2X Wood Frame/Buckstrip-sheet 4,option 5 &15 MAY NOT BE USED IN Equal-Ute, Square/Rect.,Integral fin...... Into Metal-sheet 4,option 7 GroupAnchor Substrate Min.Edge Mtn. Integral Fin Distance Embedment' ! ! THE HVHZ ABOVE 30'. (#3) 5-8 Oriel/ProHew Arch Top& Through the frame ••••Into 2X Wood Fmme/Bucksldp-sheet 4,option 6 8 College Radius-Top 9 P.T.Southern Pine(SG=0.55) 7 76" 13/8" of the window...... ,,,,Into Metal-sheet 4,option 8 #10 SMS Steel,A36' 3/8" 0.050" (steel,18-8 S.S. 3I8" 0.0451° 'MIN.(18 Ga.) BEYOND THE 3 THREADS Steel Stud,A653 Gr.33' 7HE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES or 410 S.S.) A AIUR11RUm,6063-T5• 3/8" 0.050" SUBSTRATE.FOR "A"=ANNEALED P.T.Southern Pine(SG=0.55) 7/16" 1-318" STEEL STUDS, i Ll� 'H"=HEATPEEREDSTRENGTHENED MIN.Fu=45 KSI 8 7/// °T°=TEMPERF� 3/16"steel Ultracon Concrete(min.2.85 kSl) 1" 1-3/8" MIN.Fy=33 KSI. //� "PVB°=.090°BUTACITE®PVB Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" Y 2 11 0-11 BY KURARAY AMERICA INC. P.T.Southam Pine(SG=0.55) 9/16" 1318" "UNGROUTED CMU' #12 SMS VALUES MAY BE BOX OR Q "SO"_.NTESENTRYBY KU Steel,A36' 3/8" 0.050" AMERICA,INC.USED FOR GROUTED FLANGE EQUAL- INTERLAYER. B (steel, SM S.S. RARAY Or 410 S.S.) Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) CMU APPLICATIONS. _ LEG Aluminum,6063-T5• 318" 0.063" EQUAL-LITE ORIEL COTTAGE 1/4"steel Ultracon Concrete(min.2.85 ksl) 1" 13/4" o C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" FIGURE C:FRAME SHAPES 1/4"steel Creteflex Concrete(min.3.35 Its]) 1" 13/4" --I BUCK WIDTH BUCK WIDTH(r—-BUCK WIDTH— rn 1/4"steel Ultracon Concrete(min.2.85 ksl) 2-1/2" 1314" J) 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-3/8" T 1/4"steel Creteflex Concrete(min.3.35 ksi) 2-1/2" 13/4" l7 G co INTEGRAL Ungrouted CMU,(ASTM C-90) 2-112° 1-1/4° _ _ _ c0 = J-CHANNEL Q FIN D 114"steel Creteflex x 'w Y c9 P.T.Southern Pine'113 1. 1/4"steel Aggre-Gator Concrete(min.3.275 ksl) 1-1/2" 1-318" an 001 1/4"steel Aggro Gator P.T.Southern Pine SG=0.55 1" 13/8 1 i 1 Grouted CMU, ASTM C-90 2" 2" o ( ) RECTANGULAR RADIUS-TOP ARCH-TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING as complying Nith the Floddn Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Burtding Code Group Anchor Substrate Distance FmbedmenV THE TABLES ON SHEETS 8.10. Acccpwam No l6'07w'Q•�' IIII Revised BY: Dote: Reviafon: L`xpimtimt Dalb �2�ZQ E 2-1/2"x.131"Common Neil P.T.Southern Plne(SG=.55) 3/8' 2-7/16° ;•" }+.I ':;i1j. ' nyfly 2-1/2"Ring-shank Roofing Neil P.T.Southern Pine(SG=.55) 3/8' 2-7/18° `' Miuni ode Cmdad n rcAi P.T.Southern Pine(SG=.55) 1/2' 1-318" 1 ' `"{ Revlsad ay: Date: Revislom #10 Trusshead SMSAluminum,6083-T5' 3!8' 0.050" (steel,18-8 S.S. I. Drawn tiy: or 410 S.S.) Steel Stud,Gr.33' 3/8" 0.0451"(18 Ga.) ,MIN.OF 3 I •__ ® DescrrpUan: F Steel,A36• 3/8° 0.050" �� 6 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND }''� P.T.Southern Pine(SG=.55) 9116" 1318' THE METAL ;;1 .' 1070 TECHNOLOGY DRIVE 7111e., oats: #12 SMS ;';';'•:' N.VENICE, FL J4275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Aluminum,8063-TS' 318° 0.083" SUBSTRATE.FOR 'l:l�;�,., , (steel,18-8 S.S. STEEL STUDS, •....•• ':. or 410 S.S.) Steel Stud,Gr.33' 318° 0.050" r (941)-480-1800 MIN.Fu=45 KSI& �r Y''"���� Sedae/Model: Scare: Sheet: Drawing Ro. Rev: Steel,A36* 3I8° 0.050" MIN.Fy=33 KSI. A-LY.P.rm44QR)�.E. CERT. OFAUTH. #29296 SH-5500 NTS 2 OF 13 MD-SH -01 A P._IJ 58705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIPINTO CONCRETE/CMU. OPTION 1 -I- EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 1/4"MAX SHIM 1/4"MAXSHIM —►I r— ' FRAME OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. EMBEDMENT .n _ SASH VISIBLE 17 EDGE .'a ❑C� 18 LIGHT WIDTH EDGE D I o DISTANCE FLANGE FRAME �� DISTANCE SHOWNi 44 BALANCE --b/4"MAX •• TYPE VARIES - - -- -•-•- TYPEANCHOR SHIM TYP.ANCHOR T • 42 WITH SASH o . �a EMBEDMENTANDAND. Q WEIGHT 54 EMBEDMENT 2 TYP.ANCHOR TYPE, EDGE IRI 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATEI I� 31 a� DISTANCE PER O ^ , SUBSTRATE, LLLJJJ a (-� �-( EDGE SUBSTRATE, I(�JI SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EXTERIOR I \�I' DISTANCE SEE TABLE 2, 18 67 LI\V\ IILII7 a' � SHEET 2. •e FIXED VISIBLE ID4 FIXED 19 20 OPT.SASH TOP FLANGE LIGHT WIDTH EgUAL VISIBLE LIFT FL4IL FRAME I 2 _ILEGlBOX LIGHT I NOTES: SHOWN r BUCK WIDTH FRAME HEIGHT t FOR ALL WINDOWS: SHOWN 1 ANCHOR@3.55" HORIZONTAL SECTION A-A 49 48 FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 38"WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72EDGE DISTANCE LIMITS.ANY ADD ADDITIONAL MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. SCREWS6 CI 35 16.3/8" INSTALLATION OPTION SHOWN MAY FROM END. 14 45 46 47 BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1/4"MAX o - SHIM I #10 OR#12 STEEL 1/4'MAX. BUCK BOTTOM LOCKS: 18 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( SEE 85 �- FROM END. SHEET ALL WOOD BUCKS LESS 0 TABLEBLE 2, D� 30 THAN 1-1-1/2"THICK ARE TO BE � SHEET 2. SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE 1-1/2"HICK 86 USE EITHER OR GREATER.IX AND 2X BUCKS OPT. 85 LATCH OR (WHEN USED)SHALL BE DESIGNED U BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTERIOR 81 31 30 84 TESTED UNIT HE STRUCTURE.WOOD BUCK FRAME n LEGIBOX P LOCATION!Q-5/8" DESIGN AND INSTALLATION IS THE FRAME EACH EN NOTCHESAT 80 FROM ASH END. RESPONSIBILITY ARCHITECT OF RECORD. THE ENGINEER SHOWN UD�o SHOWN ��o EXTERIOR �j 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 FRODUCT3iBV13fiD 67 OPENING)IS MEASURED FROMas complying With the F7aft 1l4"MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Building Coda EQUAL-LEGIBOX � FRAME INTO METAL FRAME INTO METAL A�.apumw No I •O FRAME SHOWN Li o i l I I 111! Ravtsed W. Data: Revtdlon: txralpn Date r! ly;r'�;. By ,27"X 1.25" NO ANCHORS Minm ade PmdiMl Can1Y'" WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS Revleed Br. Oafa: RevLslon: WlCOVER @ "- FLANGE OR ,, Drawn By: 2.87"FROMr& FRAME . EQUAL-LEG WIDTH EACH END. SILLS @SASH:BUCK WIDTH-6-1/2" "�' ,!1':: ® Desartpfl— @FIXED LITE:BUCK WIDTH-4-3/8" _ %�/� �6; FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI • • HEIGHT(EQUAL-LITE) - 6�;;.'•�,,,;,';r 1070 TECHNOLOGY DRNE i7fie. VERTICAL SECTION B-B BUCK HEIGHTl2-3.16!16^ ;)'. f:;; N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 "•;.�!,�'}.. "'�•,, (941)-480-1600 S.Hos/Model: Scale: Sheet: Oraxfng No. Rev: rr' YNN MI1:4tti1P:E. CERT. OF AUTH, X29296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A ��.L.�•68 115 r INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR INSTALLATION OPTION 5 EMBEDMENT NOTE 2,HIS SHEET. BUCKSTRIP.SEE NOTE 2,HIS SHEET. Fes— EDGE DISTANCE ANCHORED THROUGH INTEGRAL Ft EMBEDMENT Il FIN INTO 2X WOOD FRAME OR O1/4"MAX SHIM 114°MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. — TYP.ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL EMBEDMENT AND EDGE 18 LIGHT WIDTH ❑ FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2,SHEET 2. ----- --- ---� (SCREW SHOWN) 44 BALANCE o MENT TYPE VARIES 114"MAX SHIM 42 WITH SASH EDGE 30 EMBEDMENT /// WEIGHT 54 1 TYP.ANCHOR TYPE, DISTANCE lJL—J 30 0 EMBEDMENTANDEDGE DISTANCE PERSUBSTRATE, SEE TABLE 3,SHEET 2. EXTERIOR n n TYP.ANCHOR TYPE, 18 (NAIL SHOWN) 87 �al II I� INTEGRAL EMBEDMENT AND EDGE V 3 t� FIXED VISIBLE FIN DISTANCE PER SUBSTRATE, FIXED 19 20 1 OPT.SASH TOP LIGHT WIDTH VISIBLE FRAME SEE TABLE 3,SHEET 2. JLIFTRAIL J-CHANNEL FRAME 1 SHOWN (NAIL SHOWN) LIGHT I FOR ALL WINDOWS: NOTES: SHOWN HEIGHT 1 ANCHOR @ 3.55" BUCK WIDTH 48 FROM END AND AT 1)USE ONLY 48 21 CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C i 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36•WIDE: OF SHEET 2.FOLLOW EMBEDMENTDADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 1/4"MAX 72 O 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM �{ MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 45 46 47 SCREWS @16.3/9• INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK ° BOTTOM LOCKS: #10 OR#12 STEEL (.� 114•MAX. HEIGHT 60 O 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE SELF-DRILLING —~I I SHIM T SCREWS @ 8-318• USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE I 85 ! — FROM END, SHEET 2.ALL WOOD BUCKS LESS ❑ TABLES 2&3, Q� 30 THAN 1-i/2"THICK ARE TO BE SHEET 2. IlnJl SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 16 LATCH(SHOWN) DEPICTED AS 2X ARE 1-12"THICK y LO BOTTOM 86 .l_ OR GREATER.1X AND 2X BUCKS OPT. LOCK(SHEET 3). Q � DQ 65 TESTED UNIT LOCATION: USED)SHALL BE DESIGNED a FIN AND/OR Q 63 TO PROPERLY TRANSFER LOADS INTER? 81 31 3O LOCATION:6-5/9" TO THE STRUCTURE.WOOD BUCK UD�o FLANGE REMOVED FROM SASH END. IN-FIELD WEEPEP DESIGN AND ICN IS THE RESPONSIBILITY OF HEENGINEER INTEGRAL FIN EACH ENDD.. NO ANCHORS NOTCHES 80 OR ARCHITECT OF RECORD. FRAME SHOWN � REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION a PRODUCT RSVI5BD OPENING IS MEASURED FROM asc mptytagwiththePhddta 114"MAX ) ANCHORED THROUGH FRAME INTO METAL Ouild' Colt BEADING TO BEADING. ANCHORED HROMET INTEGRAL FIN ,�lr--,�'—IQ SHIM INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) FRAME SHOWN 1_.�LAJ An:opinacc t -0 Q ,�q F ,irm n Date so o \ •• ;,, Revlsed By: Date: Revt+lom t 27"X 1.25'WEEPHOLE :`/•l OY. O38 WICOVER@2.87" �,;r.,;.y�:;'•:..; ! Miami odc Prod.Con FROM EACH END. VISIBLE LIGHT FORMULAS Revlsae By: Data: Revlelon: TYP.ANCHOR E. EDGE DISTANCE • EMBEDMENTANDEDGE WIDTH _ Drawn W. DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6-112' _ 0 Description: SEE TABLE 3,SHEET2. —►1 EMBEDMENT @FIXED LITE:BUCK WIDTH-4.3/8• C{ ��I� �6 •.:� J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) HEIGHT EQUAL-LITE) /+i' +.:Ii�.�is�)�' � 1070 TECHNOLOGY DRIVE Title: Dote: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT/2-3.15116" r/.;i;;''I.•',.;r-; N.VENICE FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN •// ...!;-,.,,t+' (941)-480-1600 INTO 2X WOOD FRAME OR BUCK- .'•- '� �' Serles/Model: Scale: Sheet: Drawing No. Rtv: STRIP.SEE NOTE 2,THIS SHEET. A.'I:YNN MILpHR,A.E. CERT. OF AIJTH. 29296 SH-5500 NTS 4 OF 13 MD-SH5500-01 A P.EN 58705 7/8"NOM. 718°NO7/8'NOM. �- 7/8'NOM. -�I 718°NOM. 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB I 5/16"A/A PVB 5/16"H1H SG 7116"AIR SPACE--\ 7116"AIR SPACE--\ 3/8"AIR SPACE 318"AIR SPACE 7116"AIR SPACE 1/8"A_GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS--\ 1/8"A GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 78-79 • 78-78 7&79 70.79 78.78 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7/8'NOM. 7/8'NOM. -►{ 7/8'N M. 7l8"NO7/8'NO �- 5/16"H/H SG 5/16"H/H SG — 5/16"H/H SG I 7116"A/A SG I 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 10T GLASS 3/16'A GLASS 3/16"T GLASS 1/8"A GLASS 1/8"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 76.79- • 70-79 78-79 70-79 78-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7/8"NOM. -� 718'NOM. VL 7/16"A/ASG I 7116"A/A SG 112°NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 78_79 BITE TYP. '16 MAY NOT BE USED 3/16"A GLASS--\ 3116"T GLASS WITH J-CHANNEL OR 72 74 INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR GLASS TYPES 6,7,0,11,13 70-79 78.79 31 8 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. asPRODUCT,pgwith o EXTERIOR 75 • GLASS TYPE 15 GLASS TYPE 16 B old gCtd411rodt-wi to the Ptodtm Y� Acceptance 3 38 30 E+t italion DQZQ `\.•1tf If II!!/. Revised By: Dots: Revision: Mirun'Dnds Revised By. Date: Revision., • GLAZING NOTES: a• •A°=ANNEALED ' •• ® Descripflon: Drown Eir TYP.GLAZING DETAIL 'H"-HEAT STRENGTHENED 6 �' q GLAZING DETAILS J ROSOWSKI T=TEMPERED ® •�'''.! tel• 6I( 1.I� PVB"=.OBO"BUTACITE PVB BY KURARAY AMERICA,INC. �-'t '. �• - 1070 TECHNOLOGY DRIVE Rlle: Date: SG"-.890°SENTRYGLASOBYKURARAYAMERICA,INC. }'.• 3f `i N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 .,.,,},..'.C.!ii?l��i,•',.,,y',, (941)-480-1600 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE i,SHEET 2. '�i, ..�..1/.t,.;;p' -•`- Serlea/ModeL• Scole: Shoot: Dmwfng No. Rer. �'A.,LYNN MILL R,P:�.`\ dN IL CERT. OF AUTH.X29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A BLE A: ABLE 5: TALE 6: TA � oleo r ryM sallomsesn o1a..rypa. Design Pressure,Nert1 a neseaPlm..gAen sa,n Hera) Design Pressure,[bell? Olenrypea Design Pressure,IbalRg o,0.7 a B ftalnl.Love/ R•n9.®Window Rome(an) Mow Y✓dlh.n +1-60.0 R2 Height shovel C u m48 52.125 +05.01-70.0 R.I.I.Laval 23.6 EqualOe 11.361 +63'. 465c -760 Rolnf.L.wl R1 For all vMdow&sash d2oc SIaM•d Cottage 14.617-15.87 465A -70. +85.0 •7010 R2 For all window oW sash sizes SEE TABLE B,SHEETB FOR 20, Equaled. 11.sm-14.61 485.0 •70.0 +05.0 -70.0 st.m•d Pm+aw 11.377-11.50 +ss.o -Too 465-0 -las SEE TABLE 10,SHEET9 FOR ANCHOR GROUP AND QUANTITY. Teoesl 21517-2&286 465.0 -�o.o +65.0 -7010 ANCHOR GROUP AND QUANTITY. skMed Colloge 20.658-21616 +65.0 -70.0 455.0 -70.0 37.375 EquaF6fe 17.617-20.057 +65.0 -70.0 165.0 -70.0 SleMad Pro4ew 14.517-17.518 +65.0 .70.0 .65.0 •70.0 0 c shodarl 11.377-14619 465.0 -70.0 1465.0 -70.0 Talasl 27.5611-31.011 -.W. -0.0 .65.0 -70.0 Cv,lom 9ka 26617-27.682 +65.0 .70.0 .65.0 .70.0 O SlondeN Laltoge 21517-26°16 +65.0 .70.0 .65D -70.0 O HEADER 44 Equalba 20.517-21616 465.0 .70.0 465.0 -70.0 HEADER 81eMod Pralow 17.517.20.616 +05.0 -70.0 +65.0 -70.0 23 Qawalske 14.517-17.518 465.0 -70.0 465.0 -70.0 23 o stwnnl 11.377-14.916 165.0 -70.0 465.0 -10.0 0 Telnl 31.5&1-35.811 185.0 •70.0 .85.0 -70.0 Sleeded Calls" V1.517-31.582 465.0 .70.0 +65.0 .70.0 tw Equalele 20.517.26.518 +65.0 •70.0 461.0 -70.0MEETINGRAIL 46 6k .d F.4- 17.617.20.516 -0.0 •10.0 +65.0 -70.0 MEETING RAIL C.1-ske 14.517-17.516 +65.0 -70.0 .65.0 -70.0026 ° 0.1-81a. 12.517-14.616 .85.0 -70.0 +65.0 40.0 27 °RIOR short"! 11.377-12.616 +8510 .70.0 .65.0 .70.0 EXTERIOR � >: Telnt 33.206.37.630 +05.0 .70.0 465.0 -70.0 n 0 V 0 O $ skWad www .517-UNI .65.0 -70.0 +0.5.0 .70.0 v O 0 23 Ega.M. 23.517-26ete .63.0 -70.0 4660 1-70.0 23 JAMB 49.025 Car-61," 20.111•23.110 169.0 aa.o .6977 -100JAMB EXTERIOR SASH SI.MadPW- 17.517-20.519 .65.0 .70.0 +65.0 .70.0 EXTERIOR SASH Customska 14.617-17.616 465.0 -70.0 465.0 .70.0 aHEIGHT custom ske 12.617-14.510 +65.0 -76.0 .65.0 -70.01�1 HEIGHT .hw.t 11.37/-12516 .65.0 -10.0 465.0 -70.0 0 T.1.1 38.517-41.844 + .65.0 -70.0 Slanted Collage 31.517.38.515 .0&0 -70.0 .650 .70.0 Q 23Eq.W. 28.517-31.519 .6i0 -70.0 065.0 -70.0 23 SI.Mad Pradew 23.517.20.610 .65.0 -70.0 .65.0 .70.0 SILL O e2 Cuslomsko 20,617-20.619 065.0 -70.0 11+65.0 1 40.0 1 SILL Il Cke 13.017-20.510 465.0 -70.0 .65.0 -70.0 elom0 Cuske 14.517-17.519 405.0 -70.0 +95.0 -00.1 Cuelom..I-sBke 13.017-14.610 10$.0 -70.0 +65.0 -07.3 Shorted 71. 4-13.01 +65.0 -70.0 +05.0 865 Tell- 3e.-41.04 ,.0 -70.0 405.0 -70.0 Q.1om Slxe 98.517-39.516 +85.0 -70.0 466.0 -70.0 Eq.m. 35.577-36.me .65.0 -70.0 465.0 -70.0 75 CuelomSir. 3].°17-35.510 +65.0 -70.0 465.0 -70.0 SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH 'Skd nd• Par4ew 29.917-32.510 .es.o .70.0 .eso .70.0 LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 C af.msl.. 20.517.20.510 .65.0 .70.0 1es.a .67.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5.6.7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE Sl.ale,1 26510-3.0.610 185.0 -70.0 169.0 -00.5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Equatf4e 3e.SV-0.644 +8910 -20.0 .ossa 170.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) e4 Qiaom els. 35.517.38.510 +es.0 -70.0 .ossa -0za CONFIGURATIONS) SkMed Pra4aw 31818-35.510 .55.0 .70.0 .65.0 418.5 PRODUCT REMED 91.76 1 T.ie,l 41.641 78&-a .70-0 169.0 -0es as complying Wilh the Florida SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. 011il pto Code MIN.SASH HEIGHT=WINDOW BUCK HE IGHT-50.136 13" * fo ru E 14, 2 (;1. RaSieed By: Dale: Revlar0n: 7•--.'Pix Ib bete • Miami 17740 Pmdm Con? ,.;r'i'.I�!::•''•; R.Wesd By: OaW Revralon: NOTES: Do-riptron.- um- DESIGN,•(,(' 6 i��lb DESIGN PRESSURE TABLE J ROSOWSKI �.:I,;• :.l?,•:` 1070 TECHNOLOGY DRIVE 7111e: Data: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. �•'�t N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN '•" .' ` (941)-480-1800 Serlea/Modeb Se01e: Sheet: 01 Drawing No. Rev: ON THE TABLE. i� %L'YH �IIg11LL1�;PE.,,'` 4. .#66 o5 CERT. OF RUTH. (/28298 SH-5500 NTS 6 OF 13 MD-SH5500- A TABLE 7: TABLE e: Clan TYPO Bdbm Sash 1 Olen Troe Bdlom 9.3511 &12,15510 OefedpllMbrghen Bash Haight Design Pressure,lbeflt 1,571 0escdpitm los ONed Sash Heldlt Design Pressure lbsltt' S.W.L..l -as 0-- -90 On) Windom Buck Wldlh In flalnf.Lnal Rang.0 Wind- R10-ON Wind.Buck Wldb on) o 7 Hdghl Shore pl.411 1 48 5x125 64 3 Hdghl an- 18 24 1 32 38 1 40 4B 1 52125 54 23.6 EqusHlte 11.394 +70.0 -170.0 +70.0-110.0 +70.0•!10.0 +70.0-110.0 23,5 Equd-IOe 11.394 -70.01-110.0 •70.0-110.0 •70.0-110.0 +70.0-110.0 •70.0-110.0 •70.0-IID.O •70.0 -110.11 •70.0 •110.0 Standard Cartage Id.517.15.070 +70.0 410.0 .70.0-110.0 +70.0-110.0 +70.0-110.0 Standard Colage 14.517.15.870 •70.0-110.0 +70.0-110,0 •70.0 410.0 •70.0-110.0 •70.0-110.0 •70.0-11DA 170.0-110.0 •70.0 -110.0 2H Equations 11.593.14.510 +70.0 .110.0 .70.0•110.0 +70.0-110.0 +70.0 410.0 28 Equd-t0a 11.583-14518 •70.0-110.0 +70.0 -110.0 •70.0•110.0 •70.0 410.0 •70.0 -110.0 170.0-710.0 •70.0-110.0 170.0 •110.0 Standard l•ronew 11.377-11.652 +70.0.110.0 .70.0.110.0 •70.0•110.0 +70.0-rto.D StandardProdew 71.377-11.502 •70.0-110.0 •70.0-110.0 •70.0-111.0 •10.0-110.0 •70.0-110.0 .70.0-110.0 •79.0-710.0 •70.0 -110.0 HEADER Todled 23.517.25.209 +70.0 .110.0 .70.D•110.0 +70.0-110.0 +70.0-110.0 7e11Mt 23.6117-25.288 +7D.0-710.0 170.0-110.0 •70.0-1!0.0 •70,0-110.0 •70.0 -110.0 170.0-11D.0 170.0-110.0 170.0 -110.0 Slendold Collage 20.958-23.570 +70.0 410.0 +70.0-110.0 470.0-110.0 +70.0-110.0 elandardconsoB 20.050-23.610 •711.0-110.0 •70.0-110.0 •701-170.0 +70.0-110.0 •70.0•110.0 •70.0 AIDA 170.0-110.0 •70.0 -110.0 25 77.375 Equel4fle 17.617-20.857 +70.0 .110.0 +70.0•110.0 +70.0•110.0 •70.0-109.0 37.375 EquaFllla 17.517.20.957 •70.0-710.0 •70.0•110.0 -70.0.110.0 •70.0 410.0 •70.0-110.0 +70.0-170.0 170.0-110.0 •70.0 -109.0 Standard PlvAow 14.b17-17.610 +70.0 -110.0 •70.0•110.0 +70.0-110.0 +70.0 -110.0 StandardProdaw 14.517.17.516 +70.0•110.0 •70.0-110.0 •70,0•110.0 +70.0•710.0 +70.0•110.0 +70.0-110.0 170.0•110.0 •70.0 •110.0 0 SAodeal 11.377.14.670 +70.0 410.0 +70.0-11or) +70.0•107.0 470.0 -1010 9hudod 11.377-14.510 •711.0-1101 170.0•710.0 •70.0-710.0 •70.0.110.0 •70.0-110.0 170.0-11D.0 +70.0•107.0 +70.0 •103.0 TO.- 27.553.31.811 .7UA 4VLO +70.0 -08.0 +70.0 .93.0 470.0 •90.0 Tallest 27.503-31.911 -70.01-110.0 •70.0-110.0 •70.0•110.0 •70.0•110.0 •70.0-110.0 •70.0 -09.0 +7020 -03.0 -70.0 90.0 O Md..size 20.517-27.682 +70.0 4ISO +70.0•110.0 +700.110.0 +70.0-110.0 cwlam Oke 26.517-27.582 +70.0-170.0 •70.0-110.0 •70.0-110.0 •70.0-710.0 •70.0 -119.0 •70.0-110.0 •70.0 -110.0 •70.0 -170.0 e O MEETING RAIL SWndud Cottage 23517-20.510 +70.D 410.0 +70.0-770.0 #"do•110.0 +70.0 41.30 Slandard Co0aire 23.517-26.516 -70.01-110.0 +70.0-170.0 •70.0-110.0 170.0.110.0 •70.0 .110.0 +70.0-110.0 170.0-110.0 •70.0 •110.0 44 Equdbto 20.617.23.510 +70.0 410.0 +70.0•110.0 +70.0-1100 +70.0 4140 44 Equd46a 20.617-23516 •70.0 4%0 •70.0-110.0 •70.0-110.0 •70.0•110.0 •70.0 -110.0 •70.0-110.0 •70.0-110.0 •70.0-110.0 27 0 Standard P1.1sw 17.517-20.510 •70.0-110.0 +70.0-110.0 +10.0-110.0 +70.0-110.0 slardard Pralm 17.617-20516 •70.0-110.0 170.0-!t0A •70.0-110.0 •70.0-lf0.0 •70.0-110.0 +70.0-110.0 170.0-110.0 170.0 -170.0 Qalnm 81.8 14.517-!7.610 +70.0.110.0 +70.0-110.0 +70.0-110.0 +70.0-110.0 Adam ad. 11.617-17518 •70.0•110.0 +70.0-11DA +70.0.110.0 •70.0•110.0 •70.0 •110.0 170.0-110.0 170.0-110.0 +70.0 -110.0 E%7EI"Tf10R Shortest 17.377-14.519 .70.0-110.0 470.0-110.0 470.0-107.0 +70.0-1030 Shm.a1 11.317-14516 •70.0-110.0 •70.0-770.0 +70.0•110.0 470.0-110.0 •70.0 410.0 •70.0-110.0 +70.0-107.0 170.0 .103.0 V 0 O O Taneat 31.583.35.911 +70.0.110.0 4705 99.0 470.0 •93.0 +70.0 -90.0 Tallest 31.583-35.811 •70.0-110.0 •70.0-110.0 •70.0 Alan 170.0-110.0 •70.0-110.0 170.0 49.0 170.0 93.0 •70.0 90.0 25 Standard Cahage 20.517-31.502 +70.0-710.0 +70.0•110.0 +70.0 410.0 -TOO•11FO Standard College 20.517.31.662 •70.0-170.0 •70.0-110.0 •70.0•110.0 +70.0-110.0 •70.0 -710.0 170.0-11D.0 +70.0-110.0 •70.0 -110.0 JAMB Equd8lo M517.20.515 +70.0-110.0 470.0.110.0 +70.0-110.0 470.0•110.0 Equd-111. 20.517-28518 •70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0 410.0 •70.0•110.0 •70.0 -110.0 •70.0 -110.0 46 Standardly d 17.517.27.516 470.0-lt0.0 +70.0•110.0 +70.0-110.0 +70.0 e1a0 48 Standard PM- 17.517-21576 •70.0-110.0 •70.0-110.0 •70.0•110.0 +70.0-110.0 •70.0-110.0 170.0•110.0 •70.0-If0.0 •70.0 -710.0 EXTERIOR SASH GH Custom Su, 14.517.17.510 470.0 410.0 +70.0-110.0 470.0•110.0 +70.0 41.30 cudam9la. 14.517-1757 8 •71.0 AMO •70.0-110.0 470.0•110.0 +70.0-110.0 •70.0-710.0 •70.0-110.0 •70.0 •110.0 •70.0 -710.0 a HEIGHT astnm ske !2617-14.610 470.0 .110.0 +70.0-110.0 47aO-110.0 MO-110.0 cusf-Sk. 1x417.15111 -70.0-110.0 •70.0-110.8 +70.0-110.0 170.0-110.0 •70.0-11D.D •70.1)-110.0 +7D.o-110.0 170.0 •110.11 SECTION DETAIL FOR Shcrt..t 1!.377.12.615 470.0 -JJO.o 470.0-110.0 +70.0-110.0 +70.0 -1111.0 � Slurried 11.377•I25I5 +7ao-11DO -711.0-119.0 •70.0•110.0 +70.0-110.0 0.0.0-110.0 -70.1-110.0 •70.0 •110.0 .70.0 -110.0 WINDOWS WITH Tallest 33.200.37.598 +70.0 410.0 +70.0 .0.0 +70.0 -03.0 +70.0 -90.0 o Taled 33.208-37.630 •70.0•110.0 170.0-110.0 470.0-110.0 •70.0•110.0 +70.0 •110.0 + _20.517-33.2207 Atoll 170.0 •110.8 •70.0 -110.0 LEVEL R3 REINFORCEMENT 25 EW.IIH. 23.517-20.518 +704 410.0 +70.0-110,0 170.0-110.0 +70.0 4ID.0 Equdne 23.617-28.518 •70.0-170.0 170.0-110.01-70.0 41D.0 •70.0-110.0 •70.0-110.0 -70.0-110.0 170.0•1/D.0 470.0 •110.0 &GLASS TYPES 9-16 4"976 Cullom Size zDs17-2341.3 470.1.110.0 .70.0-7111.0 +70.0-110.0 .70.0-141.0 cuddm9ke 20.617-27.518 .70.0-1111.0 179.0 410.0 •70.0-110.0 -711.0-110.0 -711.0-110.0 .7ao-1111.0 170.1-110.0 -70.0 •110.0 SILL O 4.326 sWndareProtew 17.617-20.618 .70.1•110.0 .70.11-110.11 .70..0•119.9 +70.0 -170.0 B standeldPralM 17.617-20.578 •70.0•110.0 .70.0-110.0 •7ao-110.0 .70.0-110.0 •70.0 -110.0 .70..1-710.0 •70.0 •110.0 •70.0 -111.D (R FIGURES ABOVE IN cvalan Ske !4.917-17.510 +TOA-110.0 .70.0-110.0 +70.0-110.0 +70.0-1740 ; custom 8ke !4.617-11.510 .70.0-110.0 .70.0.110.0 470.0 410.0 •70.0-110.0 •70.0 419.0 •70.0-110.0 -70.0-111020 170.0 -110.0 FIGURES AOOVE APPLY TO Cast-ske 1x517-14510 470.0 .110.0 +70.0-110.0 +70.0-110.0 +70.0 41xO adamske 11617-145111 •70.0-110.11 +70.0-110.0 +70.0-f1D.D •70.0-110.0 170.0-11D.0 •70.0-Ito.O •70.0-110.0 170.1 -110.D FLANGE B BOXIEQUAL--LEG S1nde.1 II.3T7-12510 470.0 .110.0 +MO-110.1 +70.0-110.0 +70.0 .110.0 Bbdd 11.311-12.516 +70.0-110.11 +70.0-110.0 .70.0-11D.0 170.0-110.0 170.0•110.0 •71.0-110.0 +70.0-115.0 •70.0 -110.0 FRAME TYPES ONLY.ALL Tdest 36.517-41.644 470.0•110.0 +70.01-110.0 .70.0•110.0 +70.0-7!0.11 T.Ont 30.517-41.044 -70.0 41!0.0 •70.0-110.0 .70.0-110.0 -70.0-110.0 •70.0 •110.0 •41.0-110.0 •70.0-11D.D -70.0-105.1 CONFIGURATIONS APPLICABLE.) o SWndadaOags 31.617-30.518 +70.0 4!10.0 -70.01-110.0 170.0-11.30 +70.0 410.0 Wandard Cartage 31.617-38.618 170.8-110.0 •ra.0-111.0 111.0-119.8 -70.0-110.0 •70.0 •110.0 •70.0-119.0 -7D.0-109.5 •70.0 j!!j Equ,14he 28.617-31.610 +70.0. .110.0 +70.0 14100 +70.0-110.0 110.0-110.03 EquaF9le 20.517-31.610 .70.0 AIDA •71.0 -111.0 470.0-110.1 •70.1-110.0 .70.0-110.8 0.0.0-11D.0 +7D.0-107.9 •70.0 402.4 Standard P.Asw 23.517-20.610 •70.0 •110.0 170.0•110.0 +70.0-110.0 +7ao-110.0 SlandardplaA 23.517.28.578 +70.0-110.0 •70.0 -770.0 •70.0-11D.0 +70.0-10.0 170.0-110.0 •70.0-110.0 +70.0 •110.0 •70.0 -105.2 02 astgm Slee 20.817-7!.570 470.0 •110.0 +70.0-110.0 470.3•110.0 470.0-110.0 52 Cud em aka 20.517-23516 •70.0-110.0 •70.0 •110.0 •70.0•110.0 +70.0-110.0 •70.0-110.0 •70.0-110.0 •70.D•11D.D -70.0-IOTA aatml Slae 17.617-20.610 •70.0 410.0 +70.0-110.0 .70.0.110.0 .7D.0-170.0 Cullom Bka 17.517.20516 .7D.g Ain•70.0 -110.0 •70.0-110.0 +70.0-110.0 •70.0-110.0 170.0•110.0 -70.0-710.0 -70.0-709.8 ascan eke 14.517-17.510 470.0•1101 +T0.o-110.0 +70.0-110.0 +70.0.110.0 ado.Ska 14.517-17516 70.0 •110.0 .70.0 -110.0 170.0-110.0 +70.0•108.0 .70.0 402.8 -70.0-100.5 .70.0-100.5 .70.0 •100.5 carom ske 13.017-14.510 .70.0-ICDA +70.0-110.0 +7D.0-110.0 .70.0-110.0 Cudsm Ske 13.017-14.616 •70.0-110.0 •70.0-110.0 •70.0.106.2 •70.0-100.7 170.0 47.1 -0.0 -04.4 •70.0 44.4 170.0 44.4 GLASS TYPES 9 THROUGH Shad.sl 11.84-13.010 +70.0•110.0 .70.0.110.0 +70.0 410.0 +70.0-Ilao shortest 11.964-13.016 -7u.0-170.0 •70.0-110.0 •70.0•102.5 •70.0 47.0 •70.0 43.3 .70.0 -00.! •70.0 90.0 +70.0 45.0 '16 MAY NOT BE USED WITH Tdkal 39.617-41.044 .70.0-110.0 +70.0•11a0 +70.0-11a0 .70.0-110.0 Tanml 39.517-41.044 +70.0-1111.0 •70.0-110.0 •71.0-11D.0 •70.0-110.0 •70.0-110..3 •70.0-110.0 •70.0 401.5 •70:0 -050 J-CHANNEL OR INTEGRAL M.W.ske 35617-32.516 +70.0-110.0 +70.0-110.0 470.0-110.0 +70.0•110.0 adomsk. 38.517-3 8516 •70.0 AMD •10.0-110.0 +70.0 41D.0 •70.0-110.0 •70.0 •110.0 +70.01-110.0 •70.0-101.7 •70.0 96.3 •FIN FRAMES Eq�WIlile 35.617-38.510 +70.0-110.0 +70.0-110.0 +70.0-1140 .70.01.110.0 Equd9le 35.617-78510 170.0-110.0 +70.0•110.0 .70.0-110.0 +70.0-110.0 .70.0-110.0 1740-170.0 •70.0-100.4 170.0 -05.0 76 Cnlom ST, 72.617-37.510 +70.0-110.0 -70,01-110.0 +70.0-110.0 +70.0•110.0 75 Cudom9ke 32617-35.675 •70.0•110.0 -70.D-710.0 470.0•7701 170.0-110.0 .70.0 •110.0 .70.0-110.0 •70.0-100.7 .70.0 95.2 8lmdwd Prmiew 20.617-32.616 +70.0-170.0 470.0-110.0 +70.0•110.0 +70.0•110.0 Standard PmAaw 20.517-32.616 •70.D-110.0 .70.0-110.0 .70.0-110.0 •70.0-710.0 170.0 •110.0 +70.0-7091 •70.0-101.0 +70.0 98.1 Cullom Silo 20517.28.510 +70.0-710.0 +70.0-110.0 +70.0-770.0 +70.0•710.0 Cudom Ska 28.617-2B.fit6 •70.0-710.0 +70.0-110.0 -70.0-107.8 M.-7024 .70.0 49,9 170.0 96.1 170.0 2054 •70.0 90.4' Shodeef 25.510.29.510 .T0.0-710.0 470.0-110.0 .70.0.110.0 +70.0 •110.0 Shodrdl 25.fi18-28.618 •70.0•710.0 170.0-110.0 •70.0-104.0 •70.0 -09.7 .70.0 45A 470.0 -02.1 170.0 424 170.0 92.4 EquWHlle JB.517.41.914 +70.0 41D. +70.0-110.9 .70.0 410.0 .MO-17a0 Equs191e 38.617-47.544 •70.0 -710.0 •70.0-110.0 170.0-170.0 •70.0-110.0 •70.0 •110.0 +70.0-109.8 -70.0 46.7 170.0 01.1 50 Cullom Slae 35.517-38.619 170.0•110.0 .70.0•170.0 .70.0-710.0 .70.0•770.0 84 Cudom9ke 35,517-38518 170.0-110.0 •70.0-110.0 •70.0-707.8 170.0-7024 •70.0 -08.8 •70.1 48.4 170.0 48.4 170.0 -01.5 Standard PWk- 33.616-35.610 +70.0-110+0 170.0 410.0 +70.0•110.0 +70.0-110.11 Standard Prodew 73818.39,519 .70.0-110.0 •70.0 AID.0 +70.0•102.9 •70.0 97.0 •70.0 97.3 170.0 90.1 •70.0 90.0 •70.0 90.0 PRODUCE REVISED 910.0 Tallest -47.04.3 +T0.o 410.0 .70.0-110.0 .7ao-110.0 470.0 .310.0 B1.7e Taneaf •41.644 170.0-1111.0 •70.0-110.0 .70.0-mze -711.0 -0xo -70.0 93.3 •70.0 -gal •70.0 91.0 •70.0 90.0 113 complying with 1141 Florida SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Building Code '•MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136Acamptance No !l.)� 1 it III)I;77 Revised try: Data; Ra 1. Is. Bepirut n Date / IW Mimui ado ProdllcI Cor Revfeed fly: Data: Ravlelon: NOTES: ;•1.i::."r:�'� . . ® Da...Iptfdn: Drawn try: DESIGN PRESSURE TABLE J ROSOWSKI 1)USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME. _ '•1.4.- ! I u I r 1070 TECHNOLOGY DRIVE 77tie: DOW 2)FRAME DIMENSIONSARE BUCK.SASH HEIGHT IS AS PERTHE FIGURE. i_!., •'�t''t"` N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION Cm 05/15/15 "C:iii;'•;:•' ,r,:�';�' (941)-480-1600 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN •: Serles/Mdd6L• Scale. Sheet: O7awing No. Rev: ON THE TABLE. ,�A(CY�/tN'faI�LE'R P.EII\ pA.R661b3� CERT. 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Data: Revislon. By .316" --r ��.• ...� l:'i''f '% {'i. Minmi ndo Pmduct on .88o4" .176" Revised By: Date: Revision: �\ .754° .750' ,035' 5" Descriplfon: prawn By.' 72 LAMI10 81 EXTRUDED 82 ROLLED I (� '1116 WINDOW EXTRUSIONS J ROSOWSKI BEADING SCREEN FRAME SCREEN FRAME I- •`•'ti•:'` Date: �•(j'•, [li:;i:_u"r 1070 TECHNOLOGY DRIVE 710.: i„,,tip.,,.•,..:'; N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 •c fr',',,I'M ;;; (941)-480-1600 Serleelmad., scolexSheet: Drawing No. Rev. •'Ai L'Y{JNj'rjL6,P.E. CERT. OF AM. #29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 A P.E.#58705 TABLE 12: TABLE 12,CONT.: SILICONE HOT-MELT BUTYL BIII of Material BIII of Material,cont STRUCTURAL SILICONE # Part# Description Material # Part# Description Material STRUCTURAL 114"NOM. FOAM 3/16"NOM. POLYISOBUTYLEN 1 620101 Single ung Frame ea &Jambs-J-Channel PVC 5 720197 Auto Lock Mechanism C Steel WITH DESICCANT WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fn 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 76X1180PTX#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 Fmme SIII-Flange PVC 50 76X34PPA #6 x 314"PH.PH SDS(Keeper Sarew) SS 7 620107 SH/DH Frame SIII-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 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 76 ,4SG TPS 77 SPACER NXTm 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 66 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 At 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rall Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT pOLYISO• DESICCANT FILL AREA BUTYLENE 21 620157 Beveled Interlock 6005 T6 Al 59 420180 Pivot Bar Comer Key PVC 6/16"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS 5116°NOM. SEAL BUTYL 8 SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL 26 620153 Standard Meeting Rail Reinforcement 6005 T5 At 65 7834FPT #8 x 314°Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rall Reinforcement 6005 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 7858B #8 x 618"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb 16063T6 72 720135 Laml I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPile 74 Baekbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Setting Block(718"x 1"x 118"),85+1-5 duro. EPDM 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 79 DURASEAL@ 79 XL EDGE7"" 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 81 61011 Roll-Formed Screen Frame Alum O SPACER 0 SPACER 37 71669SP Meeting Rall Screw Support Plate 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 03 47042 Screen Comer Key with Pull Ring X 2 PVC 40 72035000( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 404 2 Spiral Balance 86 618168 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon L87 61635/616141.140"Screen Spline(Machine/Hand Rolled) Vinyl 44 I78X114FPAXI#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material 76 Kommeding 4SG TPS Spacer System PRODUCT REVISED 77 Quanex Super Spacer nXF with Hot Melt Butyl See this as cainplyiag wim me FWda Sheet for A` �ceNd`,,,tro-070,03 78 Quanex Duraseal Spacer m 79 Cardinal XMaterials P L Edge Spacer .,t� •••�� �r�,, Reseed t7y: Data: Revision: Lxpitionmtc fZ020 REFERENCE TEST REPORTS:FTL-8717,896888970 •�• {'`.�.�;I,"%%;i ' JR 05/05/16 A)ADDED SPACERS By _ Miami)nda Produci Revised By. Date: Revleron: D-criptlon. Drown or. BILL OF MATERIAL(BOM) J ROSOWSKI tr.ta •' 1070 TECHNOLOGY DRIVE nitre: Date: r7 i;<"+>"•'' r''`:�' N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: ,.`.,::''••'.::n..•{ •�, .;;.- :, ,: (941)-480-1600 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. �, `•/��I Serlea/Madel: Scale: Sheet: OM`D`No. Raw. 2)ITEMS#9-13.15.24,28,29,34,39,61,62,68-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A•4YN,�0587 5 P.E. CERT. OF AUTH. {29298 S H-5500 NTS 12 OF 13 MD-SH5500-01 A P. .#59705 OPT.SWEEP LOCK O 46 qg OPT.AUTO LOCK I'••' 18 P 47 20 57 OR 56 - 46 51 OR 52 85 O o I i t i 45 1 Z 55 I ) O Z OPT.PULL RAIL • I 1 22 82 OR(84 19 INTERLOCK& COVERii 56 Y It j O 87 35 86 OPT. 1 - 21 BEVELED i ml I ERED FRAME WITH i INTERLOCK I'••., INTERIOR AND EXTERIOR 16 ! -0 &COVER FRAME WELDS O 1B ( ... 54 i 72 X4 ) �• 1�••• 72 X4 16 53 • `' 60 �1' ,I 60 OR B7 44 14 toa_PUN-- SCREEN AP'HES 49 \•` 60 OPT.PULL HANDLE ASSEMBLY O _ - !:4 WITH LATCHDETAILS41 40 CONSTANT FORCE 65 16 82 OR 83 _ e OR BALANCE jOPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANDLE p 03 67 I� 1 16 j ' p SASH MITERED FRAME WITH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS l 68 -- 6 3DETAILS s� i ••�;�� EXTERIOR I 38 � j' ''� 59 •, C'I20[li1Cf IUiNISC:U ---'----------•--•---- - ACHES 70 8A :vsmniplytn with Sia F4+lldta DANCE 53 '3,dldin@Code •.,• _______-_ __ Acceptsnro Ne)(o-O 14.03 -~--•-- ----------------- Expiralum Dale R FRAME evised W. -D dw RevNfm 11 ASSEMBLYlhoavutCantr DETAILS Rerreed Dy: Dete: Revleren: �..,. 1�---.•, ,., ® DescdpNon: Drown Dy: EXTERIOR I�)I6 _ _ EXPLODED ASSEMBLY J ROSOWSKI NOTES: Lf" l' ,_'r. 1070 TECHNOLOGY DRIVE 771fe: :. r v1• ,• Date: 1)SOME PARTSlOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. %1.!1;;;':l'• N.VENICE, FL J4275 SINGLE-HUNG WINDOW INSTALLATION-LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS#1&5.OTHER FRAME TYPES APPLY. ':'.try• .•. (941)-480-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. ++„l'YNN I ill.� �•`• Sertes/Model: Seole: Sheet: Drvwing No. Rev: 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS, A:LYNtEA 58-P.E. CERT. OF AUTH. #29296 SH-5500 NTS 13 OF 13 M D-SH5500-01 A P.E.@ 58705