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HomeMy WebLinkAboutProduct Approval 9/ 0/2016 Florida Building Code Online ., ,pro .+ xx 2d rA BCIS Home 3 Log In User Registration Hot Topics i Submit Surcharge Stats&Facts Publications a FBC Staff BCIS Site MapLinksLinks i Search cnida s Product Approval FUSER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail , � s 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 Jens 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 Date Validated 09/07/2016 Date Pending FBC Approval Date Approved 09/08/2016 hUps://floridabuilding.org/pr/pr_app dU.aspx?param=wGEVXQwtDquSIBuBCAEmBE7OC3M3PGaDAISWyATjgp/o3d 1/3 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.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: 239.9 SH-5400 (Nan-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.04.odf 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 E239 R24 II 16-0714.04.pdf (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.Ddf 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: Bapic 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 dick here. Product Approval Accepts: ® ECliEck M ...__..._.____....._...................... , 'Cmdit C*d Safe hfps:ltfloridabulldirig.org/pr/pr_app dU.aspx?param=wGEVXQwtDquSlBu8CAEmBE7OC31\/X3PGaDAISWyATjgg/o3d 313 M IAM I•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) w%vw.miamidade.gov/economy 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-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.,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, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. i 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 MIAM!•DADE COUNTY Expiration Date: July 30,2020 e tttfff ' Approval Date: August 18,2016 Page 1 4 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 05/15115, 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,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. 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. FTL-7966,dated 08/21/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NDA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5t" Edition (2014), dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) ! ameti j Manuel P ez,P E. Product Control Exam' er NOA No.16-W4.03 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 "SentryGlasO (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. Stateinent letter of conformance, complying with FBC-2010 and FBC-5t1 Edition (2014), dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA 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 NDA 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.I."approved on 07/30/15 and expiring on 07/30/20. Manuel Per �. Product Control Eiam er NOA No. 16-0 4.03 Expiration Date: July 30,2020' Approval Date: August 18,2016 E-2 IIS ANCHORAGEANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28-1/8"MAX.O.C. 21-5/8 FOR ARCH-TOP RADIUS-TDP � / 64'MAX.BUCK WIDTH MAX.O.C. HEADER(SIM.FOR ALL VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. 12"MAX.FROM 30. 12'MAX. / WINDOW TYPES) LEVEL,SEE SHEETS 8-7 IMPACT RESISTANT FOR ALL FRAME SEAM -� WINDOW TYPES B,SEE _.... MAX.O.C. '� SHEET3 1 1 J, 52-1/8"MAX.BUCK WIDTH 10"MAX.FROM I- -.-III _ SEE SHEETS 1-1/4' A.SEE!-'-' -"�-I 12"MAX. / FRAME SEAM D,SEE�,_I r 8&9 8,SEE -__ 30'MAX O.C. 12•MAX SHEET 3+ FIXED VISIBLE �_ � SHEET 4 SHEET3 I LIGHT WIDTH A,BEE -- I� I B,SEE _ I� 30'MAX.O.C. T -. -F-- �I-12"MAX. C,SEE r_. 12"MAX I SHEET3 SHEET 4i SHEET 3i + I I FIXED r•- EQUALLY I VISIBLE A,SEE 12"MAX SPACED LIGHT / II SHEET3i I 17-7/8"MAX.O.C. I 17.7!8"MAX.O.C. EQUALLY � ANCHORS PER HEIGHT I I _ SPA �- TABLES 9-11 - I EQUALLY I I / 17-7/8"MAX.O.C. ANCHORS PER I / - / 91.78" SPACED I I I TABLES 9-11 I I MAX ANCHORS PER 84" O I 84" BUCK j BUCK TABLES9-11{ I j MAX.62" Q I I HEIGHT MAX. —� HEIGHT x I 10"MAX.O.C. BUCK HEIGHT X, I 10"MAX.O.C. BUCK AS SHOWN 4 4 x i Q y HEIGHT X I I Q (91.78' �_ J—L.. 1 -I I MAX.) • / SASH 13-3/4"MAX.O.C. I '� EQUALLY I 7 113-3l4"MAX.O.C. EQUALLY 13-314"MAX.O.C. EQUALLY I I I I SPACED I / I�_ SPACED VISIBLE I�— SPACED I L --------- -� SEE I + ANCHORS PER ! / ANCHORS PER LIGHT Al ANCHORS PER / _ (� I SHEETS J / 1C TABLES 9.11 I TABLES 9-11 i HEIGHT TABLES 9-11 1 1 j �q 8&9 I . '•16-1J2'MAX. 6-1Y2"MAX. 6-1lY MAX. JNO ANCHORS AT SILL rI B_-_JNOANCHORS ATSILL B� _J NOANCHORS AT SILL Ir` ' D--_,-, 1-1/4" -`7 B - 54"MAX.BUCK WIDTH �-I NOTCH DETAILS. _ SEE SILL WEEP- SASH VISIBLE - NOTCH DETAI S, 54"MAX.BUCK WIDTH -�{ NOTCH DETAILS, -I NOTCH DETAILS. SEESIL SHEET3 LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UPTO 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 LEG/BOX.................3 'DEPICTED AS 2X ARE 1-112'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 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). - 8 G DETAIL .......................4 5)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 DETAILSES...................5 SHOULD BE SEALED.OVERALL SEALING/FLASHING 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.................I1-10 EXTRUSION PROFILES................11 7)DESIGN PRESSURES: ASSEMBLY&PARTS LIST...........12-13 STANDARDS USE A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. D: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. .2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 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 .ASTM E1300-09 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 •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,OOD C N PRODUCT REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. as—.Plyia8 with it.Fkvio 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-S 100-07/52-2010 Building Code (6�0 ` /��QQ LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&A UMINUM DESIGN MANUAL Ell.'��''.lati a IVu i4"22D 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ,`•,1 %'•/ Ravlead By: Gate: Ravlelon: r^tiw�Doi¢ �'LLtVJ ,�• ,.;(IJj!,;.yl r� A)ADDED SPACERS JR 05/05/16 By •'��' ""' TO SHEET 11. USER INSTRUCTIONS: ;;li;,, Mimi ad¢PtoduclCouhoi Revised By: Date: Revlslon: 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. jj;:'• 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN Dascrlptlon: Drawn By: PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW / GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR Data: 1070 TECHNOLOGY DRIVE 7711-:YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN,REQUIREMENTS FROM THIS SHEET-SET ARE MET. "� ', -• 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �• , ,,.'::'��; N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM. 05/15/15 //'.'".... '" i \" ` (941)-480-1600 Sachs/Modal: Scale: Sheet: Drawing No. Rev: NOTE:OESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, '/J(!0y1JN I I,Ek;P.E. INTEGRAL FIN OR EQUAL LEG/BOX). P.E�958705 CERT. OF AUTH, #29298 SH-5500 NTS 1 OF 13 MD-SH5500-01 A TABLE 1:ALLOWABLE GLASS TYPES - Frame Glass Frame Frame Glass Design Pressure Type Description(Listed from Exterior to Interior) Table# Sheet# Types Options Conflgs. Shapes Installation Options that may be used (see Fig B) (see Table 1) (see Fig A) (see Fig C) 6 7/8"Laminated I.G.:118'A Exledor Cap+7/16"Air Space+5/16"Laminated;(2)Lites of 118"A Glass Wth.090"PVB Intedayer 4,5 6 8 718"Laminated I.G.:1/9"T Extedor Cap+7/18°Air Space+5/18"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Intedayer 4,6 6 Equal-Lite, Square/Rett., ....into 2X Wood FremelBuckstdp-sheet 3,option 1 7 71a"Laminated I.G.:3/16"A Exterior Ce +310"Air Space+5116"Laminated; 2 Utes of 1/8"A Glass wilh.090"PVB Inteda er 4 6 6 Flange Through the Game ....into Concrete/CMU-sheet 3,option 2 Cap p () Y #2 5-16 Odel/Prodew Arch-Top& of the window...... B 718"Laminated I.G.:3116"T Exterior Cap+318"Air Space+5116"Laminated;(2)Utes of 118"A Glass with.090"PVB Intedayer 4,6 6 ( ) &Cottage Radius-Top ....through 1X Buckstdp into Concrete/CMU-sheet 3,option 3 9 718"Laminated I.G.:1/8'A Exledor Cap+7116"Air Space+5/16"Laminated;(2)Lites of 1/8"H Glass with.09D"SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 718"Lemineted I.G.:1/8'T Extedor Cap+7/18"Air Space+5/16"Laminated;(2)Was of 1I8"H Glass with.090"SG Intedayer 7 7 ....Into 2X Wood Fmme/Buckstdp-sheet 3,option 1 Box/ Equal-Ute, Square/Rett., Through the frame ....Into Concrete/CMU-sheet 3,option 2 11 716'Laminated I.G.:3/16"A Exterior Cap+3/8"Air Space+5116"Laminated;(2)Ules of 1/8"H Glass with.090"SG Intedayer 7 7 Equal-Leg 5-16 Odel/Prouiew Arch-Top& 12 718"Laminated I.G.:3116"T Extedor Cep+318"Air Space+5116°Laminated;(2)Lites of 1/8"H Glass with.090'SG Intedayer 7 7 (#4) &Cottage Radlus-Top of the window through 1X B shoat Into Concrete/CMU-sheet 3,option 3 13 7/6'Laminated I.O.:1/8"A Exterior Cap+5/16"Air Space+7/16'Laminated;(2)Lites of 3/16"A Glass with.090'SG Intedayer 8 7 ....Into Metal-sheat 3,option 4 14 7/8"Laminated I.G.:1/a"T Exterior Cap+5/16"Air Space+7116"Laminated;(2)Lites of 3118"A Glass with.090"SG Intedayer 8 7 Through the ....into 2X Wood Frame/Buckstdp-sheet 4,option 5 Equal-Lite, Square/Rect.,Integral fin...... ,•„Into Metal-sheet 4,option 7 15 7/8”Laminated I.G.:3116"A Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Lites of 3116'A Glass with.090"SG Intedayer 7 7 J-Channel P #1 5-8 O&Cottage Arch Top& ,...Into 2X Wood Frame/Buckstd sheet 4,option 6 16 718'Laminated I.G.:3116"T Exterior Cep+1/4'Air Space+71181 Laminated;(2)Liles of 3/16"A Glass with.090"SG Intedayer 7 7 ( ) &Cottage Radius-Top Through the Game P- P 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/Buckstdp-sheet 4,option 5 Min.Edge Min. &15 MAY NOT BE USED IN Equal-Ute, Square/Rect.,integral fin...... .„,into Metal-sheet 4,option 7 Integral Fin Group Anchor Substrate Distance Embedment` THE HVHZ ABOVE 30' del/Protiew Arch-Top& (#3) 8 Cottage Radius-Top Through the frame Into 2X Wood Frame/Buckstdp-sheet 4,option 8 P.T.Southern Pine SG=0.55) 7 16 -318” of the window...... ..Into Metal-sheet 4,option 8 #10 SMS Steel,A36• 3/8" 0.050" ,(Steel,18-8 S.S. `MIN. D 3THREADS Steel Stud,A653 3/8" 0.0451"(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES A or 410 S.S.) Aluminum,6063-T5• 318" 0.050" SUBSTRATE.FOR °A'=ANNEALED P.T.Southern Pine(SG=0.55) 7/16" 13/8" STEEL STUDS, / H"=HEAT STRENGTHENED MIN.Fu=45 KSI& 'T°=TEMPERED 3116"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" 2 D 4 D BY KURARAY AMERICA,INC. "UNGROUTED CMU' P.T.Southam Pine(SG=0.55) 9116" 1^3/8" VALUES MAY BE � Q BOX OR Q "SG"=.090"SENTRYGLAS® #12 SMS Steel,A36' 3/8" 0.050" USED FOR GROUTED B (steel,18-6 S.S. FLANGE EQUAL- INTERLAYER BY KURARAY or 1,1 S.S.) Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) CMU APPLICATIONS. o LEG AMERICA,INC. Aluminum,6063-T5* 318" 0.063" EQUAL-LITE ORIEL COTTAGE 1/4"steel Uitracon Concrete(min.2.85 ksl) 1" 1-3/4" C Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" FIGURE C:FRAME SHAPES 11A"steel Creteflex Concrete(min.3.35 ksl) 1" 1-3/4" — {BUCK WIDTH BUCK WIDTH {BUCK WIDTH— 1/4"steel Ultracon Concrete(min.2.85 ksl) 2-1/2" 1-314" i ---- ---- 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-318" � T 114"steel Creteflex Concrete(min.3.35 ksi) 2-112" 1-3/4" G cc 1 3 0 w ut w T J-CHANNEL INTEGRAL D 1/4"steel Crelefiex Ungrouted CMU,(ASTM C-90) 2-112" 1-114" x F= Q FIN P.T.Southern Pine(SG=0.55)P.T. 114"steel Aggre-Gator Concrete(min.3.275 ksi) 1-112" 1-3/8" m m w m 1x P.T.southern Pine SG=0.55 1" 1-3/B 11411 steel Aggre-Gator I Grouted CMU,(ASTM C-90) 2" 2" 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 IN A BLOCK AND OBTAINING as complying with the Florids Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Building Code Group Anchor Substrate Aecapm-04.No•0714.0-S Distance FJrlbedment' THE TABLES ON SHEETS 8-10. n !1! Revised Hy: Doto: ReWalon: L`xpimlket Dart, E 2.1/2'x.131"Common Nail P.T.Southern Pine(SG=.55) 316" 2-7/18" :.I ' " 3/8' 2-7118" Cen �J� 2.1/2"Ring-shank Roofing Nail P.T.Southern PIna(SG=.55) "' ,.(,,•,`•,,..,,, Tiiami eM ProGmct [CA. P.T.Southern Pine(SG=.55) 1/2" 1-318" Revised By: Dote: Ravlelon: #10 Trusshead SMS Aluminum,6063-T5• 3/8" 0.050" (steel,18-8 S.S. Steel Stud,Gr.33` 318" 0.0451"(18 Ga.) _ ® Dascrrptlon: Uroxn BY, eralos.s.) MIN.OF3GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F Steel,A38° 3/8" 0.050 C(.!�1'njtTHREADSBEYOND tP.T.Southern Pine(SG=.55) 9116" 1-318" THE METAL ;;,•(,` 1070 TECHNOLOGY DRIVE Hire: Dote: #12 SMS N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Aluminum,8063-T5• 3/8" 0,063" SUBSTRATE.FOR ,;,r;,:;; ;- (steel,l8-8S.S. Steel Stud,Gr,33` 3/8" 0.050" STEEL STUDS, ` ••"�:•, < ;,' (941)-480-1800 or 410 S.S.) MIN.Fu=45 KSI& ,'/ir ;;�!j�`.:,'�v' ��• Sedea/Modal: Scale: Sheaf: Drawing No. Rav: Steel,A38' 3/8" 0.050" MIN.Fy=33 KSI. A:LY.Nry i'M144ER)A,E. ,CERT. OF Al1TH. }f29298 SH-5500 NTS 2 OF 13 MD-SH5500-01 A P.E.#58705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX.FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 - EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 114'MAX SHIM 16 1/4"MAX SHIM —�-I �- FRAME OR SUCKSTRiP. SEE NOTE 2,THIS SHEET. EMBEDMENT � _ SASH VISIBLE 17 EDGE (rte 18 LIGHT WIDTH � ❑ - DISTANCE i STAN , a • FLANGE FRAME DISTANCE SHOWN , —O BALANCE �� ❑ 114"MAX TYPE VARIES - '- ----- - TYP.DMEN R SHIM TYP.ANCHOR TYPE, 42 WITH SASH ,� TYPE, �a EMBEDMENTAND. R WEIGHT 54 E T 2 TYP.ANCHOR TYPE, EDGE I�Q 30 a� ANDANDEDGE EMBEDMENT AND EDGE DISTANCE PER ILJI 31 DISTANCE PER DISTANCE PER SUBSTRATE O , SUBSTRATE, (�-� EDGE SUBSTRATE, SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. o EXTERIORI `a� DISTANCE SEE TABLE 2, 18 87 L1\U\ ° � SHEET 2. •e FIXED VISIBLE ID FIXED 19 2011 OPT.SASH TOP FLANGE 2 LIGHT WIDTH EQUAL VISIBLE JLIFT RAIL FRAME I 2 _ LEG/BOX LIGHT I NOTES: SHOWN BUCK WIDTH FRAME FOR ALL WINDOWS: HEIGHT 1ANCHOR @3.55" HORIZONTAL SECTION A-A SHOWN . 49 I 48 FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENT AND OVER 38"WIDE: � DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 O O ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. SCREWS @163/8" INSTALLATION OPTION SHOWN MAY 45 46 47 O BE USED ON ANY SIDE OF THE 14 35 FROM END. FOR WINDOWS WITH WINDOW. 1/4"MAX BUCKO D BOTTOM LOCKS: ) SHIM D10 SELOF-DRILLINGSTEEL 1/4"SHIM 18 2 MASONRY ANCHORS MAY BE HEIGHT 50 ADD ADDITIONAL T SCREWS @ 8-318' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 30 T­ FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLE 2, D� THAN 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'THICK 86 USE EITHER OR GREATER.1X AND 2X BUCKS OPT. 65 LATCH OR (WHEN USED)SHALL BE DESIGNED L� BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE ❑ EQUAL INTERIOR 81 91 30 64 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME a LEG/BOX f� a WEEP - INSTALLATIONLOCATION:Q-5/8" DESIGN AND FRAME NOTCHES AT gp FROM SASH END. RES ONS BIILITY OF HEENGIN ER SHOWN o SHOWN CJD o EACH END. OR ARCHITECT OF RECORD. EXTERIOR •g 66 3)VISIBLE LIGHT WIDH0RHEIGHT INSTALLATION fl_ INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PR0DUCTRBV35BD 67 OPENING)IS MEASURED FROM as campiying With the Flod& 114"MAX SHIM ANCHORED THROUGH ANCHORED THROUGH Build- Cade EQUAL-LEGISOX � BEADING TO BEADING. >� FRAME INTO METAL FRAME INTO METAL An<ptmcc FRAME SHOWN -pimtion Out. o ,��,11 I I I 1171!I. Revised By: Date: Revision: d By Mi., adellm ndt Andr .27"X 1.25" NO ANCHORS Revised By: Oct.; Revision: WEEREQUIRED IN VISIBLE LIGHT FORMULAS WlCOVER VER @ @• ° FLANGE OR 2.87"FROM 38 EQUAL-LEG WIDTH EACH END. FRAME SILLS @SASH:BUCK WIDTH-6-112" ® Description: Dr.wn Dy: @ FIXED LITE:BUCK WIDTH-4-3/B• _ . y,� �6: ;'- FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI • ° Bile. Date: HEIGHT(EQUAL-LITE) -:'��• �•' 1070 TECHNOLOGY DRIVE SECTION B-B BUCK HEIGHT/2.3.15/16" r'..<>.': N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 i').:•... i (941)-480-1600 Sartea/Model: Scale: Sheet: Drawing No. Rev: 'A.L/YNNM'1: R;P:E. CERT. OF AUH. #29296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A 158 5 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE ' INTO 2X WOOD FRAME OR _ Imo— EDGE DISTANCE I-+- NOTE 2,THIS SHEET, BUCKSTRIP.SEE NOTE 2,THIS SHE ANCHORED THROUGH INTEGRAL EMBEDMENTET. FIN INTO 2X WOOD FRAME OR O 114'MAX SHIM 1/4"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 1 DISTANCE PER SUBSTRATE, SHOWN _L SEE TABLE 2,SHEET 2. D ----- --- ---- O. (SCREW SHOWN) 44 CE TYPE VARIES IES __ __ ' Q EMBEDMENT Ll/4"MAX SHIM T— 42 WITH SASH o (a� EMBED ANCHOR TYPE, EDGE R� WEIGHT 54 30 �I I EMBEDMENTAND EDGE STR DISTANCE IILJII Q 31 \��NIIJII DISTANCE PER�SUBSTRATE, Q SEE TABLE 3,SHEET 2. 0 3 18 SEE ABLE 3, EXTERIOR 87 TYP.ANCHORTYPE, •5 INTEGRAL EMBEDMENT AND EDGE O � FIXED VISIBLE FIN DISTANCE PER SUBSTRATE, FIXED 19 20 1 OPT.SASH TOPLIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE J LIFT RAIL J-CHANNEL 1 SHOWN (NAIL SHOWN) LIGHT FRAME HEIGHT I FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55" BUCK WIDTH j_ 49 1 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C 21 CENTER. SUBSTRATE-APPROPRIATE 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. 72 O 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 1/4"MAX' MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3 SHEET 2. SCREWS @16.3/8' INSTALLATION OPTION SHOWN MAY SHIM 14 45 46 47 FROM END. BE USED ON ANY SIDE OF THE 35 FOR WINDOWS WITH WINDOW. BUCK ° BOTTOM LOCKS: #10 OR#12 STEEL 1/4'MAX. HEIGHT 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING ~I SHIM SCREWS @ 8-3/8' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 �— FROM END. SHEET 2.ALL WOOD BUCKS LESS 0 TABLES 2 8 3, D❑Q 30 THAN 1.1/2'THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2'THICK 86 � 16 OR BOTTOM OR GREATER.1X AND 2X BUCKS OPT. LOCK(SHEET 3). Q c--� Q 65 (WHEN USED)SHALL BE DESIGNED (2)1" 81 30 TESTED UNIT FIN AND/OR Q 63 TO PROPERLY TRANSFER LOADS INTERIOR 31 LOCATION:6-5/8" TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED EACH ENED. NO ANCHORS FROM SASH END. OR ARCHITECT OFF THE ENGIIGN AND INSTALLATION ISNEER THE ECORD. FRAME SHOWN IN-FIELD NOTCHES AT gp p RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN �Illl 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 8 PltOD1JCr RBV)SBD 114'MAX ) 1;r,ild' Cudt OPENING IS MEASURED FROM "aemplylo8 with do phoift INTEGRAL FIN BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED) Aocspw�.No �� O FRAME SHOWN �00� SHIM E drslk n Dae `��U"•„ !/, R-1-of Data: Revlslon: [ �✓ 27"X 1.25'WEEPHOLE By. 38 WI-OVER @ 2.87" ,,,,`;, "% Miami adc Prodwa Con O FROM EACH END. I VISIBLE LIGHT FORMULASRevlsed By: Date: Revlafan: TYP.ANCHOR TY PE, ;c!Y� EMBEDMENT AND EDGE EDGE DISTANCE WIDTH ' DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6.112" ® Descrlptlon: Drawn By:. SEE TABLE 3,SHEET 2. wl EMBEDMENT @ FIXED LITE:BUCK WIDTH.4-3/8' J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) HEIGHT(EQUAL-LRE) 10N. ' ' 1070 TECHNOLOGY DRIVE 71tle: Date: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT/2-3.15/16" ;;;I;.'„; ;•; N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN •.,:!;1:';�, ".�' (941)-480-1600 INTO 2X WOOD FRAME OR BUCK- r ` Series/Model: Srnle: Sheet: Drawing No. Rev: A'L1'NN M44HR, E STRIP.SEE NOTE 2,THIS SHEET. P.E.#58705 CERT, OF AUTH. #29298 SH-5500 NTS 40F 13 MD-SH5500-01 A 7/8"NOM. 7/8'NO7/8"NOM. �— 718'N M. —�I 7/8"NOM. I_- 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB I 5/16"A/A PVB 5/16"H/H SG 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A_GLASS 1/8"T GLASS 3/16"A GLASS--\ 3/16"T GLASS--\ 1/8"A GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 78-79 78-79 78-79 78-79 76-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 —�I 7/8"NO7/8"NOM. —►{ Vil"NOM. 7/8"N 0 7/8"NO �- 5/16"H/H SG 5/16"H/H SG I 5/16"H/H S 3 I I 7/16"A/A SG I I 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5116"AIR SPACE 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS1/8"A GLASS 1/8"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 78-79 78-79 78-79 78-79 76-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7/8"NOM. 718"NOM. VL 7/16"A/A SG 7/16"A/A SG 1/2"NOM.GLA65 'GLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 76-79 f BITE TYP. 16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J-CHANNEL OR 72 74 0 INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR GLASS TYPES 5,7,9,11,13 76-79 78.79 31 I 8 15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 30'. PIIODUCf fU!VISED s complying%Qh Itre Florida a GLASS TYPE 15 GLASS TYPE 16 A°uPngCtao o 03 38 30 En imlion Dare Revised By: Data: Revision: L�Z7� •� ialdi'.1 •r. By. CI .,.,i;^.%;,.'! Milun'Doda ProdnciC O�� .'•..r:.,`', ';:'.I•I:??:; Ravlsed By: Dale: Revision: GLAZING NOTES: hp, "A"=ANNEALED .:- ;T. pran Description: J!35' TYP.GLAZING DETAIL *H"=HEAT STRENGTHENED GLAZING DETAILS J ROSOWSKI 'T=TEMPERED ®"PVB"-.090"BUTACITEPVB BY KURARAY AMERICA,INC. I , 1070 TECHNOLOGY DRIVE Dote: l "SG"=.D90"SENTRYGLAS®BYKURARAYAMERICA.INC. :.'('i '. "'` t" N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ,�'�•'•'.::�7:,,�;r;. (941)-480-1600 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. '%r,•..�.�t/. •,p Sariea/ModeL• Scale: Sheet: Drawing No. Rev: A,LYNN MILL R,P.E. +IJ.E!taBdi's CERT. OF AUTH. }29296 SH-5500 NTS 5 OF 13 MD-SH5500701 A TABLE 4: ABLE 5: TABLES: OlSn type 0o6arne", oleo Type. Deel9n Pres sure,Ibeflt' a De.cdplm bphea sin Hegel Deel9n Preeaure,(batt' aiau7ypaa Deelon Pressure,Watt' 6,8,7&0 Ra lel.Level RanaO®Wallow Range On) W of-Buck W dlh. 6,7 6 8 2 Helphl Shorn up 10 46 1 57.225 +65.01-70.0 RsInL Leval 23.5 Equa40la 11.361 40.5.0 .70.0 465.0 •70.0 R.In/.Laval R1 For.11vAadow&Bosh alm. S1.ndal Gallop 14.617-IS.B70 465.0 -70.0 403.0 -70A R2 For all window and Bosh alma SEE TABLE 9,SHEETS FOR 28 Equakil. 11.583-14.510 405.0 •70.0 405.0 -70.0 sla,daol Pmlav 11.3.[-11.502 4e4o -77..0 465.0 •70.0 SEE TABLE IO,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Tama/ 23.517-25.280 465.0 -70.0 405.0 -70.a ANCHOR GROUP AND QUANTITY. Slaadald College 20.958-21516 465.0 -70.0 405.0 .70.0 37.375 Equable 17.617-20.957 465.0 •70.0 465.0 -70.0 Sla sho d RaAaw 14.517.17.510 46&0 •70.0 .55.0 .70.0 c c sharia.[ 11.377-14.516 405.0 -70.0 405.0 -70.0 T.Ioa1 27.583-31.611 465.0 .70.0 405.0 .70.0 Cualam Mr. 2&517-27682 465.0 .70.0 +05.0 -70.0 Sheard collapa 23.517.2&616 465.0 •70.0 455A .700 OHEADER 44 Equa48k 20.517-21616 465.0 .70.0 .05.0 •70.0 0 HEADER Slaaard PmAaw 17.517-20.516 +65.0 -70.0 .85.0 .70.0 23 Cmlomslz. 14.517.17.516 .e&o •70.0 .65.0 -70.0 23 U'u ^ o shm.el 11.377-35.511 .65.0 -70.0 .85. 70.0"a�`-� Tepnl 31.387-35.9I1 .15.0 •70.0 .85.00 .•70.0 Slaaa,d Carlo" 26517.31.562 165.0 •70.0 405.0 -760 0 Equakke 20.517.26.510 465.0 •70.0 .05.0 -70.0 Q O MEETING RAIL 48 Slaa.,d P.Aaw 17.517.20.516 47.40 •70,0 .65.0 .70.0Q MEETING RAIL e C.1-Sim 14517&17.510 .65.0 .70.0 .85.0 .70.0 0 0 211 0 Oualomslxa 12.617-14.618 +6&0 -70.0 465.0 •70.0 27 0 E%TERIOR u Shares! 11377-12.616 +85.0 1•70.0 .65.0 -70.0 EXTERIOR 1"I E T.4B41 31979.37.638 -MO •70.0 185.0 •70.0 V ° O Sls,dald CalUpo 26.617-33.201 465.0 .70.0 .7..0 -0..0ri ° O 0 'j'3 Equa40t. 23.517-2&518 463.0 .70.0 105.0 -70.0 23 JAMBm Cnlamslaa 20.517-23.516 405.0 •70.0 .esn ao.0 JAMB 40.025 shard PaA.a 17.517.20.516 .65.0 -70.0 465.0 -70.0 EXTERIOR SASH E%TERnR SASH a HEIGHT .rn Sb. 14.517-17.516 465.0 -70.0 465.0 -70.0 HEIGHT ud aamm sl:a 12511.355/0 .65.0 -70.0 465.0 ao.o SW.t 11.377-12510 465.0 -70.0 405.0 -70.0 W.i 3B.517-41.844 +fi40 -70.0 4&5.0 -70.0 OStea.M Colley. 31.517.30.510 405A -70.0 .65.0 •70.0 Q 23 Equd8le 28.517-31.515 4610 -70.0 465.0 .70.0 23 slaaanl ProAew 23.517.28.516 .65.0 -70.0 485.0 .70.0 SILL ex cuat.m six. 2&617-23.610 .65.0� 70.0 1 465.0 1-70.0I SILL D��� Cuelom Sho 17.617-20.610 +6570.0 465.0 -70.0 17 LLLJJJ Cuelom Slxa 13.617. .618 405Aa .-13. 70.0 405.0 E0. Cuelom Size 13.017- 510 +0.5.0 .-70.0 +65.0 b7.33 ShoalI 11.884•110111 .05.0 .70.0 458.0 .88.5 QQ Tallest39.517-41.044 +05.0 .70.0 +65.0 .70.0 o Custom Size 38.517-39.516 485.0 .70.0 .115.0 .70.0 Eq.Wle 35.517-38.610 .65.0 .70.0 465.0 .70.0 76 CualamSR. 32.517.35.616 415.0 -70.0 .e5.o 70.0 SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH smaampraaap7 20.517-32.516 .as.o •10.0 1es.o ao.0 LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 Cuabrnslxe 211.517-28.510 4115.1 30.0 "'1 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE slorleal 26510.20.516 .M. •70.0 .es.o ae.s (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Egao4lka 3&617.41.044 .es.o -70.0 .es.o .10.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 64 Ccalwn Sun 35.517-37.616 ._. -70.0 46to ala CONFIGURATIONS) slaa.N pma- 31818-35.510 +860 •70.0 485.0 7.6.5 PRODU TRRVISGD 91,78 Taim1 41.6" 4010 •T0.0 485.0 7.&5 as canydyfn9 Wilh the Florida SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Osildulp Cad` "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.138 Acceptance NoBXpir Iia Date RevieBd tly: Date: Revteton: 4V •1,�` 1;'1'117 DY. Rdianli Yndc PrOdlrel Con r "'•'I't:';••' ' l Ravfaed By: Data: Revlatom NOTES: ® Descrlptlun: Drown By. 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �( �® DESIGN PRESSURE TABLE J ROSOWSKI "- 6 ifIIt •� 1070 TECHNOLOGY DRIVE 7711e: Dote: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. "f. '' ' -• 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 Serfea/Modal: Seale: Sheaf: Drewln9 No. Raw. ON THE TABLE. l/� L'yN�l;Iy11CLi j�,•P.E.`' €d5 CERT. 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VENICE, FL aaz7s SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 Sedea/Model: Scala: Sheet: Drawing No. Rew �A.L'YNNIMIL1.6.P.E. P.El 68705 CERT. OF AIJTH. #29296 SH-5500 NTS 1 11 OF 13 MD-SH5500-01 A 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 1/4"NOM. FOAM 3116"NOM. 1 620101 Single ung Frame ead&Jambs-J-Channe PVC 720197 Auto Lock Mechanism C Steel POLYISOBU7YLEN 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 1 620104 ISIngle,Hung Frame Head&Jambs-Equal LeglBox PVC 48 76X1180PTX #6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 1 620105 1 SH/DH Frame SIII-J-Channel —TV-C 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 1 620106 ISHIDH Frame SIII-Flange PVC 50 76X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame SIII-Fin PVC S1 420161 UR Beveled Till Latch Comer Key PVC INT.GLASS INT.GLASS 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 1 420182 L/R I Pull Rail Tilt Latoh Corner Key PVC 14 620112"1 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 6289 Sash Rall(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 7e 4SG TPS SPACERW NXT)"r 17 1 620134 IBalance Cover PVC 55 420184 Till Latch Retainer PVC 18 1 620133 ISash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rall Interlock 6005 T5 At 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 PUII Rall Interlock Cover PVC 68 720192 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT pOYLENE DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 Al 59 420180 Pivot Bar Comer Key PVC BUTYSEAL 5116"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS 6/16"NOM• SEAL BUTYL& SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 AI 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS S7EEL 26 620153 Standard Meeting Rail Reinforcement 6005 T5 At 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rall Reinforcement 8005 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 78586 #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.199'x.300"Foam Bulb Flex PVC 72 720135 Lami I.G.Bead PVC 32 61719 Weatherstrlp,.187"x.220"PolyPlle 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Setting Block(7/8"x 1"x 1/8"),85+1-5 duro. EPDM 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7s DURASEAL® 7s XL EDGET"' 36 78X3THPX #e x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER S'SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 At 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38T 720210 lWeep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40720X0000( 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 42 Spiral Balance 86 61816C48 Screen Cloth Fiberglass 43 720205 Splrai Balance Shoe Nylon 87 61635!61614 .140"Screen Spline(MachlnelHand Roiled) Vinyl 44 1 78X114FPAX 1#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material 76 IKommeding 4SG TPS Spacer System PRODUCT RSVISBD 77 Quanex Super Spacer nXr with Hot Melt Butyl See this us—nph•ing wuh it.FhWda Sheet for Guilding cede 78 Quanex Duraseal Spacer Materials A—prawNotfo 07t4p3 Lxpinnitm)late 17b20 79 Cardinal XL Edge Spacer ;, Ravlaed By: Date: Rovision: REFERENCE TEST REPORTS:FTL-8717,8968&8970 ^� ''' I'/,I.", '''� J R 05/05/16 A)ADDED SPACERS By - Minmi Cnde Product' Revlaed By: Date: ReWeian: ®_ Deacriptlon: Drawn W. `{ E L ;Ir BILL OF MATERIAL(BOM) J ROSOWSKI ,•,t;r I� 1070 TECHNOLOGY DRIVE Ptte: Dore: NOTES: :• '•.,/!.�;;..�1i) N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 �'`'':,.'........ •.,,.;,:.� (941)-480-1600 �':,,, •,�' Sedea/Model: Scole: Sheat: Drawing No, Rav: 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. /A!Ll'nNN Mi4L`ER;P.E. 2)ITEMS A 9-13.15,24.28,29,34.39,61.62.68-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P.C.N 58705 CERT. OF AIJTH. X29298 S H-5500 NTS 12 OF 13 MD-SH5500-01 A OPT.SWEEP LOCK O 46 qgOPT.AUTO LOCK 47 I 18 20 48 O 51 OR 52 45 55 OPT.PULL RAIL22 02 OR 84 19 INTERLOCK& COVER 8 86 35 OPT. 21 BEVELED MITERED FRAME WITH INTERLOCK &COVER INTERIOR AND EXTERIOR AME WELDS 18 I 54 72 X4 X4 16 53 80 O OR 81 OR D 14 ------------ 11 1 SCREEN 49 O 64 WITH CH ASSEMBLY LY T DETAILSLS 60 OPT.PULL HANDLE CONSTANT F65 41 --@BALANCE ORCE 2 OR 83 OR OPT.PULL 42 43 SPIRAL BALANCE HANDLE @.R@ 63 67 1 16 MITERED FRAME WITH SASH —INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS ------------ gg DETAILS EXTERIOR L lu."VIsm) -—------------A77-Ac with tha Floildn. 5 - ------------- -------- S TO E 53 A pl,,,,- 03 -------——-- -------———----------—-—------ 're.ina FRAME Revised f�,. Data: Revision: ASSEMBLY DY DETAILS Revised By Date; Revision: 0 D..rlpflon: Drawn B �7 .: ?12 J ROSOWSKI -f)[6 . , I NOTES: EXTERIOR 171 EXPLODED ASSEMBLY Dole, 11070 TECHNOLOGY DRIVE 77110: N. VENICE. FL 34275 1 SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. —480-1600 SINGLE HUNG WINDOW INSTALLATION-LM 1 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS#I&S.OTHER FRAME TYPES APPLY. (941)� Series/Model: Scale: Sheet: Drawing No. R.' 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. SH-5500 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A. Nt,!;AUO�.P.E. CERT. OF AUTH. #29296 NTS 13 OF 13 MD-SH5500-01 A PEA 58705