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HomeMy WebLinkAboutProduct Approval 9/30/2016 Florida Building Code Online „ayyn,""f '3w.� gt PI' itsL-0. r _ r BCIS Home ! Log In-�i User Registration { Hot Topics Submit Surcharge Stats&Facts Publications£ FBC Staff „BCIS Site Map ; Links #Search i 0'48 rProduct Approval USER:Public User Product Approval Menu>Product or Anolication Search>Application List>Application Detail -. 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 josowski@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 https://floridabuilding.org/pr/pr_app o.aspx?param=wGEVXQwtDquSlBu8CAEm BE7OC31\/X3PGaDAISVVyATjg`/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 iCreated 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.odf 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(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.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: 239.10 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: IIack �e::r 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: iI® k Credlt C�I`c{. hfps://floridabuilding.org/pr/pr_appdU.aspx?param=wGEVXQwtDquSlBu8CAEmBE7OC31VX3PGaDA1SWyATjg%3d 313 MIAMI-D�►DE 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) www.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 AHS(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. 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 Oficial. 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. UNTY ,} : + NOA No. 16-0714.03 MIAMI-DADS CO e E/ Expiration Date: July 30,2020 61 1 1)1(p Approval Date: August 18,2016 Page 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 05115/15, 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,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 FVC 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 NOA 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) t ' Manuel P ez,P E. Product Control Exam' er NOA No.16- 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 "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. Statement letter of conformance, complying with FBC-2010 and FBC-5t'Edition (2014), dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitter/under previa ars 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 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.I."approved on 07/30/15 and expiring on 07/30/20. Manuel Per M,. Product Control 4am er NOA No. 16-0 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHORAGE EXAMPLE FOR 28-1/8"MAX.O.C. 21-5/8" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP 64'MAX.BUCK WIDTH MAX.O.C. FORARCH-TOP VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. HEADER(SIM.FOR ALL 12"MAX.FROM LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT FOR ALL FRAM SEAM —�I 30" 12'MAX. / WINDOW TYPES) WINDOW TYPES) B.SEE __- MAX.O.C. SHEET3 52-1/8"MAX.BUCK WIDTH 10"MAX.FROM _ SEE SHEETS r 1-1/4' A.SEE r•_. ._.T.-I 12"MAX. / FRAME SEAM D.SEE _. r 8&9 j1 B,SEE I►-30'MAX.O.C. 12•MAX SHEET 3t I FIXED VISIBE SHEET 4 SHEET3 I LIGHT WIDTH A.SEEr -- I� I I B,SEE� II�� 30'MAX.O.C. SHEET 3y I I 12"MAX. SHEET 3 �l ►�---12"MAX C.SEE r II _ SHEET4t 1 / + EQUALLY i j / VISIBLE E A,SEE�'-' - 12"MAX. / EQUALLY 117-718"MAX.O.C. SPACED LIGHT 17-7/8"MAX O.C. SHEET3 / _ / ANCHORS PER SPACED �- TABLES 9-11 _ I HEIGHT �_ EQUALLY I i 17.718"MAX.O.C. ANCHORS PER / 91.78" SPACED / / TABLES 9-11 I I MAX. ANCHORS PER 84" 0 I! 84" ( ! BUCK TABLES 9-11 I! / 62" 0! BUCK I MAX. P. HEIGHT MAX HEIGHT BUCK AS SHOWN X ) 10"MAX.O.C. HBUCK EIGHT X, 10"MAX.O.C. X I i ^ 10"MAX.O C HEIGHT X I I Q (91.78' I `--- SASH 13-314'MAX.O.C. EQUALLY I I `Lj D.C. • - I MAX.) 13-3/4"MAX.O.C. L'-'----///----- 1 EQUALLY I / 13-3/4"MAX.O.C. EQUALLY / , VISIBLE , SPACED �_-- I / SPACED �_ SPACED ! -"-"-""-- SEE ANCHORS PER ANCHORS PER I / LIGHT { ANCHORS PER / _ i SHEETS i .C I 1 TABLES 9.11 I 1 TABLES 9.11 I A I TABLES 9-11 i HEIGHT A l 1A 8&9 1 1 I I 6-112'MAX. 6-112"MAX. s 1rr MAx. B NOANCHORS AT SILL NO ANCHORS ATSILL 1 _J NOANCHORSATSILL �I SEESILLWEEP- g-�-.__. I BSEE SILL D --._. 1-114„ SEE SILL WEEP- �- 54"MAX BUCK WIDTH -► ESILLWEEP- NOTCH DETAILS, SASH VISIBLE NOTCH DETAILS, , _ 54"MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, SHEET3 LIGHTWIDTH 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 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 8 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 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE& 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 INTEGIBOXRAL ................3 DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADSTO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &G DET NEL......................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 RETAILSES...................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.................8-10 EXTRUSION PROFILES................11 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM STANDARDS USED: El 300. ASSEMBLY 8 PARTS 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 L. DA 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 CONSTRUCTION O CN •ANSUAF&PANDS-2012 FOR WOOD WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,WOOD ADMC N PRODUCT"REVISED CTION. 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDIas m1ptying wilh Oce Fla 4 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/ _7/S9 9010 Building('ode (6.0 LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&A MINUM DESIGN MANUAL Ate"pia"�N" 11 APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. " li• Revised By: Date: Revision: Eziumltoo Dale LLUU4v •;�`�.`„(1'!I! (//!i„��;, A)ADDED SPACERS JR 05/05/16 er TO SHEET 11, USER INSTRUCTIONS: '. Miuml aaaPraduc!'Cadro♦I Revlsed By. Dale: Revision: 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. r,•�?:' 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN :� ® Description: Drawn By: PRESSURE FROMTABLES4-8.ITMUSTEQUALOR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. `L•( I6 / ;.- 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR 6..-i•,;�r ;',.-., 1070 TECHNOLOGY DRIVE 770e: �' YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. Data: f'j': N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM. Data. 15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. .� `.'�,'' "l'1)l.•- ”` '�� ��•;,..,/, 5�:`'` (941)-480-1600 Series/Model• Scale: Sheet: Drawing No. Rev: NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, i/j!I�yMN144ER;P.E. INTEGRAL FIN OR EQUAL LEG/BOX). p,E.#58705 CERT. OF AUTH. #29298 SH-5500 NTS 1 OF 13 MD-SH5500-01 A TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Description(Listed from Exterior to Interior) Design Pressure Types Options Configs. Shapes Installation Options that may be used Type Table# Sheat# (see Fig B) (see Table 1) (sea Fig A) (see Fig C) 6--1718'Laminated I.G.:1/8'A Extedor Cap+7/16"Air Space+5/16"Laminated;(2)Liles of 118"A Glass with.090'PVB Intedayer 4,5 6 8 7/8"Laminated I.G.:118"T Extedor Cap+7/16'Air Space+5116"Laminated;(2)Utes of 1/8"A Glass wlth.090"PVB Intedayer 4,6 6 ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 Equal-Ute, Square/Rett., 7 7/8"Laminated I.G.:3/16"A Extedor Cap+316"Air Space+5116"Laminated; 2 Liles of 1/6"A Glass with.090'PVB Intedayer 4 6 6 Flange Through the frame ....into Concrete/CMU-sheet 3,option 2 p () Y (#2) Cotta 5-18 Orieew Arch-Top& of the window...... 8 710"Laminated I.G.:3116'T Extedor Cep+318'Air Space+5/16"Laminated;(2)Utes of 118'A Glass with.090'PVB Intedayer 4,6 6 8 Cottage Radius-Top ....through 1X Buckslrip Into Concrete/CMU-sheet 3,option 3 8 718"Laminated I.G.:1/8"A Exterior Cap+7/16"Air Space+5116"Laminated;(2)Liles of 1/8"H Glass with.090"SO Intedayer 7 7 1 Into Metal-sheet 3,option 4 10 718'Laminated I.O.:1/8'T Extedor Cap+7116"Air Space+6116"Laminated;(2)Liles of 1/8"H Glass with.090'SG Intedayer 7 7 ....Into 2X Wood Frame/Buckstrip-sheet 3,option 1 Box! Equal-Lite, Square/Rect., Through the frame ....Into Concrete/CMU-sheet 3,option 2 11 718"Laminated I.G.:3/16"A Exterior Cap+318"Air Space+5116"Laminated;(2)Liles of 1/8"H Glass with.090'SG Intedayer 7 7 Equal-Leg 5-16 Odel/Prodew Arch-Top& g 12 7/8"Laminated I.G,:3/18"T Exterior Cap+318"Air Space+5116'Laminated;(2)Liles of 1/8"H Glass with.09D'SG Intedayer 7 7 (#q) &Cottage Radius-Top of the window...... ....through 1X Buckstdp Into Concrete/CMU-sheet 3,option 3 13 7/8'Laminated I.G.:1/6'A Exterior Cap+5/16"Air Space+7/16'Laminated;(2)Liles of 3/16°A Glass with.090'SG Intedayer 8 7 ....Into Meted-sheet 3,option 4 14 718"Laminated I.G.:1/8'T Exterior Cap+5/16"Air Space+7116'Laminated;(2)Liles of 3/16'A Glass wAth.090"SG Intedayer 8 7 Through the ....into 2X Wood FramelBuckstdp-sheet 4,option 5 15 7/8"Laminated I.G.:3/16'A Exterior Cap+1/4"Air Space+7116"Laminated;(2)Liles of 3/16"A Glass with.090'SG Intedayer 7 7 J-Channel Equal-Lite, Arch-Top & Integral fin...... ,,..Into Metal-sheet 4,option 7 5-8 Odel/ProNew Arch Top& 16 7/6'Laminated I.G.:3116"T Exterior Cap+114'Air Space+7/16'Laminated;(2)Liles of 3116'A Glass with.090"SG Intedayer 7 7 (#t) &Cottage Radius-Top Through the frame ••••into 2X Wood Frame/Buckstrip-sheet 4,option 6 of the window...... ....Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME I GLASS TYPES 5,7,9,11,13 Through the ....into 2X Wood FramelBuckstdp-sheet 4,option 5 Min.Edge Mln. &15 MAY NOT BE USED IN Integral Fln Equal-Lite, Square/Rett.,integral fin...... ..„into Metal-sheet 4,option 7 Group Anchor Substrate Distance Embedment THE HVHZABOVE 301. 5-8 Oriel/Proview Arch-Top& ( ) &Cottage Radius-Top Through the frame ....Into 2X Wood Fmme/Buckstdp-sheet 4,option 6 P.T.Southern Pine SG=0.55) 1/16” -318" of the window...... ,•,•into Metal-sheet 4,option 8 #10 SMS Steel,A36' 3/8" 0.050" (steel,18.8 S.S. 'MIN.OF 3 THREADS or 410 S.S.) Steel Stud,A653 Or.33' 318" 0.0451"(18 Ga.) BEYOND THE METAL FIGURE A FRAME CONFIGURATIONS FIGURE B:FRAME TYPES A Aluminum,6063-T5• 3/8" 0.050" SUBSTRATE.FOR "A'=ANNEALED P.T.Southern Pine(SG=0.55) 7116" 1318" STEEL STUDS, G� 'H"=HEAT STRENGTHENED MIN.Fu=45 KSI& "f'=TEMPERED 3/16"steel Ultracon Concrete(min.2.85 Kai) 1" 1-3/8" MIN.Fy=33 KSI. 2 4 "PVB"=.090"BUTACITE®PVB Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" "UNGR / g D BY KURARAY AMERICA,INC. P.T.Southern VALUE Pine(SG=0.55) 9116" 1.3/8" DUTED CMU' #12 SMS VALUES MAY BE � BOX OR Q °SG°=.090'SENTRYGLAS® B (steel,18-8 S.S. Steel,A36' 3/8" 0.050" USED FOR GROUTED FLANGE EQUAL- INTERLAYER BY KURARAY or 410 S.S.) Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) CMU APPLICATIONS. LEG AMERICA INC. Aluminum,6063-T61 318" 0.053" EQUAL-LITE ORIEL COTTAGE 1/4"steel Ultracen Concrete(min.2.85 ksl) 1" 1314" o C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" FIGURE C:FRAME SHAPES 1/4"steel Cretefiex Concrete(min.3.35 ksl) 1" 1-3/4" ►I BUCK WIDTH --I BUCK WIDTHBUCK WIDTH[-- 1/4" IDTH1/4"steel Ullracon Concrete(min.2.85 ksl) 2-1/2" i 1/4"steel Ullracon P.T.Southern Pine(SG=0.55) 1" 1318" R 1/4"steel Cretetlex Concrete(min.3.35 ksi) 2-112" 13/4" U 3wJ-CHANNELINTEGRAL D 1/4"steel Cretefiex Ungrouted CMU,(ASTM C-90) 2-112" 1-114" w x FIN P.T.Southem Plne(SG=0.55) 1" " w1/4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2" 1-3/8" m m mJ 1!4"steel Aggre Gator 4 P.T.Southern Pine SG=0.55 1" 1-318 1 i cc Grouted CMU,(ASTM C-9D) 2" 2" RECTANGULAR 1 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 ABLOCK AND OBTAINING as wmplying with the Fiodde Group Anchor Substrate Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FORTHAT BLOCK SIZE FROM Building Code Distance Embedment THE TABLES ON SHEETS 8-10. A—ptmcer4o 16'09!4•109 ''I'll/. Revised By: Data Revfefon: 5xpimthxt Dan, E2-1/2 x.131"Common Nail P.T.Southern Pine(SG=.55) 3/8' 2-7/18' �;', ,:.1 ;;! B ( 2-1/2"Ring-shank Roofing Nail P.T.Southern Pine SG=.55) 3/8" 2-7116° " ''�� ' �f Mism( adr PraGud Con i€.�' P.T.Southern Pine(SG=.55) 1/2' 1-3/8" ' Revised Ry: Date. RevIslon: #10 Trusshead SMS Aluminum,6083-T5' 3/8" 0.050" (steel,18-8 S.S. '. i,r Steel Stud,GL 33' 3/8" 0.0451"(18 Ga.) ,. O Daacription: - Drown ey: or 410 S.S.) •MIN.OF 3 i,;:; F Steel,A36• 3/8" 0.050" 6 ! GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND �-6 ��I P.T.Southern Pine(SG=.55) 9/16" 1-318" THE METAL 1070 TECHNOLOGY DRIVE RDs: D.N. #12 SMS "% -,�r`++'.•',,�,�;-,:,. Aluminum,6063451 318' 0.063" SUBSTRATE.FOR :rr;;. . N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,18-8 S.S. Steel Stud,Or.33• 3/8' 0.050" STEEL STUDS, (941)-480-1600 p, of 410 S.S.) MIN.Fu=45 KSI& 'ill :.;;.)�'��Sr �� Sedge/Model: Scafe: Sheat: Omwing No. Rev: Steel,A38' 3/8' 0.050" MIN.Fy=33 KSI. A.LYJ1y M1446R)kE. RE.458705 CERT. OF AuiH. 29298 SH-5500 NTS 2 OF 13 MD-SH5500-01 A 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, BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 1/4"MAX SHIM .. FRAME OR BUCKSTRIP. 16 1/ SEE NOTE 2,HIS SHEET. EMBEDMENT D SASH VISIBLE l 0 17 EDGE EDGE " D LIGHT WIDTH - - -- O DISTANCE FLANGE FRAME DISTANCE SHOWN 44 BALANCE ---t1/4'MAX TYPE VARIES - -- ----- TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH o TYPE, EMBEDMENTAND. WEIGHT 54 EMBEDMENT TYP.ANCHOR TYPE, EDGE IRI 30 .' AND EDGE 2 EMBEDMENT AND EDGE DISTANCE PER I I❑� 31 DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, LLLnIII (�-� I�I EDGE SUBSTRATE, 18 SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. SHE T2. UD�o EXTERIOR 87 a I \al I DISTANCE 2, •e `I FIXED VISIBLE Ll\V\ IILII] y FIXED 19 20 OPT,SASH TOP FLANGE _I LIGHT WIDTH EQUAL --LL VISIBLE LIFT RAILBUCK WIDTH BOX I 2 LIGHT FRAME _ ILFR HEIGHT I FOR ALL WINDOWS: NOTES: SHOWN FRAME OWN I 1 ANCHOR @3.55" - HORIZONTAL SECTION A-A �_ 49 48 FROM END AND AT 1)USE ONLY CENTER. SUBSTRATE-APPROPRIATE 21 ANCHORS LISTED ON TABLE 2, 22 FOR WINDOWS SHEET 2.FOLLOW EMBEDMENT AND OVER 38`WIDE: DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 p D ADD ADDITIONAL" EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. SCREWS @16-3/8' INSTALLATION OPTION SHOWN MAY 14 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1/4"MAX, BOTTOM LOCKS: SHIM #10 OR#12 STEEL 1/4•MAX, BUCK 50 O 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING I SHIM HEIGHT SCREWS @ 8-3/8' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 1 85 T— FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 2, Q� 30 THAN 1-1/2"THICK ARE TO BE SHEET 2. D SASH CONSIDERED IX INSTALLATIONS.1X EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 86 65 18 DEPICTED AS 2X ARE 1-1/2'THICK USE EITHER GREATER. AL 2X BUCKS (W OPT. 65 LATCH OR (WHEN USED)SHALL BE DESIGNED BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTERIOR 81 31 30 64 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME n LEG/BOX WEEP — INSTALLATIONLOCA71ON:6,518" DESIGN AND FRAME NOTCHES AT 80 FRO SASH END. RESPON BIILIITY OF HEENGIN ER SHOWN <JD�o SHOWN ��o EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATIONf1 INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PRODUCTRGVISGO 67 OPENING)IS MEASURED FROM as comply]ng With tl»Ftaal�e 1/4"MAX SHIM ANCHORED THROUGH ANCHOREDTHROUGH EQUAL-LEG/BOX ���IQO❑ BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL Aum�w No� -Q •O� FRAME SHOWN II__�—�� o orolion Date 1;III I I lilt, Revised W. Dote: Revision: By .27'X1.25" Mlnm ade Product C,rnilr'` NOANCHORS WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS /!. Revised W. Dafa: RevJslon: W/COVER @ FLANGE OR 2.87"FROM 38 • c• ,.,,,j,:, EACH END. EQUAL-LEG WIDTH !�••:= Drawn Br. • FRAME SILLS @SASH:BUCK WIDTH-6.1/2` ."+' 1 a➢ Desariptlon: Q FIXED LITE:BUCK WIDTH•4-3/8' �6: !!- FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI • ° HEIGHT(EQUAL-LITE) `=!-:, r�• jl 1070 TECHNOLOGY DRIVE Title: Pate: VERTICAL SECTION B-B BUCK HEIGHT/2.3-15/16' ;>t:' ;; N.VENICE, FL 300 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 it Saries/Model: Scale: Sheetr Drawing No. Rev: 0.LYNN MIl:4tR;p:E. CERT. OF AM. #29296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A 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 INT0 ZX WOOD FRAME OR INSTALLATION OPTION 5 EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. Imo— EDGE DISTANCE ANCHORED THROUGH INTEGRAL EMBEDMENT FIN INTO 2X WOOD FRAME OR O 1!4'MAX SHIM 1/4"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE ,�� 18 LIGHT WIDTH a FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2,SHEET 2. ----- --- ---� (SCREW SHOWN) 44 LANCE TYPE VARIES _ __ �Q EMBEDMENT 0 1/4°MAX SHIM 42 WITH SASH --Q 1 �� EDGE l� WEIGHT 54 TYP.ANCHOR TYPE, DISTANCE 30 EMBEDMENT AND EDGE 31 O DISTANCE PER'SUBSTRATE, n �n SEE TABLE 3,SHEET 2. IJD�o EXTERIOR 3 I \a� TYP.ANCHOR TYPE, 18 (NAIL SHOWN) � 67 �v\ T I INTEGRAL DISTANCE PERAND EDGE SUBSTRATE,I� J FIXED VISIBLE FIN DISTANCE PER SUBSTRATE, FIXED 19 20 OPT.SASH TOP �7 LIGHT WIDTH FRAME SEE TABLE 3,SHEET'2. VISIBLE LIFT RAIL J-CHANNEL 1 SHOWN (NAIL SHOWN) LIGHT I FRAME NOTES: SHOWN HEIGHT ! FOR ALL WINDOWS: 1 ANCHOR @ 3.55" BUCK WIDTH 49 I 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 EMBEDMENT 1/4"MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 O p ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3 SHEET 2. 45 46 47 SCREWS @16-318' 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 _ (� 1!4'MAX. HEIGHT 50 0 16 ADDADDITIONAL 2)MASONRY ANCHORS MAYBE SELF-DRILLING I SHIM 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, O� 30 THAN 1-112'THICK ARE TO BE SHEET 2. InJ SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2'THICK 86 18 OR BOTTOM OR GREATER.1X AND 2X BUCKS OPT. O LOCK(SHEET 3). Q c--� Q 65 TESTED UNIT (WHEN USED)SHALL BE DESIGNED FIN AND/OR (2)1' 81 30 63 LOCATION:6-5/8" TO PROPERLY TRANSFER LOADS FLANGE REMOVED a INTERIOR 31 TO THE STRUCTURE.WOOD IN-FIELD BUCK IJD�o ��o FROM SASH END. WEEP DESIGN AND INSTALLATION IS THE NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NO ANCHORS 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 8 PRODUCT RBVISHO OPENING)IS MEASURED FROM as cwnplyjng with da 8htfuiA INTEGRAL FIN ^^^^ I-1I4'MAX BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL Building INTEGRAL FIN INTO METAL ( f Cak FRAME SHOWN o y SHIM INTEGRAL FINIFLANGE REMOVED) ;-opl D Revlsad By: Date; Revision: C � 27"X 1.25'WEEPH0LE O38 WICOVER@2.87° - r;a,�:; 'f� Miami oJcProductCon FROM EACH END. __ VISIBLE LIGHT FORMULAS Revlsed By. Date: RavisJon: TYP.ANCHOR TYPE, EMBEDMENT AND EDGE EDGE DISTANCE WIDTH _ DISTANCE PER SUBSTRATE, _� @SASH:BUCK WIDTH-6-1/2" r _ 0 Description: Drawn By: SEE TABLE 3,SHEET 2. —�1 EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-318' - ;'•, •/• I`� 16 J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) b 1 '�i HEIGHT(EQUAL-LITE) I�'•'�``1 1070 TECHNOLOGY DRIVE n#e: Data: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT/2-3.15/16 :t.t;;;;.;.•',;; ;.;' N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN (941)-480-1600 WOOD FRAME OR BUCK- rrr�, ` Sados/Madel: Srnle: Sheet: Drawing No. Raw, INTO 2X STRIP. WOOD EA,THIS SHEET. A L'tlPE.14158765W�•E• CERT. OF AUiH. }29296 SH-5500 NTS 4 OF 13 MD-SH55OO-01 A —►{ 7/8"NOM. 7/e'NO7/8"N M. I-"— 718"N M. —awl 7/8"NOM. I_- 5/16"A/A PVB I 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 318"AIR SPACE 7116"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3116"A GLASS--\ 3/18"T GLASS 1/8"A GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR E3_ 78-79 (E9__ 78.79 GLASS:TYPE D GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 —� 7/8° 7/8'NOM. Imo— --�{ 718'NOM. �— --►{ 7/8"NO7/8"NOM. �— 5/16"H/H SG 5/16"H/H SG 5/16"H/H SG I 7/16"A/A SG I 7/16"A/A SG 7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/18"AIR SPACE 1/8"T GLASS 3/16"A GLASS 3/16"T_GLASS 1/8"A GLASS 1/8"T GLASS G]EXTERIOR C]F-XTEOR a EXTERIOR a EXTERIOR a EXTERIOR (E9_ 6-79 78-79 783 8-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 —+•{ 7/8"NOM. — 7/8°NOM. 7/16"A/A SG I 7/16"A/A SG 1/2"NOM.GLASS GLASS TYPES 9THROUGH 1/4"AIR SPACE--\ 1/4"AIR SPACE 76-79 BITE TYP. a 16 MAY NOT BE USED 3/16"A GLASS--\ 3/16"T GLASS WITH J-CHANNEL OR (72)—, 74 A INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR GLASS TYPES 5,7,9.11.13 76-79 78-79 31 &15 MAY NOT BE USED IN EXTERIOR 76 THE HVHZ ABOVE 30'. PRO.plyin vilh d D oa complying avilh the Fto" a GLASS TYPE 15 GLASS TYPE 16 Bu dpmngC�/ a �3 38AL-30 P•inlion Date `ta,l ll lI llllj/r. Ravlsed 8Y: Dote: Revlslsn: L2D20 Lf� ;�� •�{t i!i•1 i'"'/,r,/� MI:un Uods 1'rodiwl C�O� :�' ..........:: o `,,!;:•.I•I.''::: Revised Dy. Date: Revlelon: GLAZING NOTES: ;;a ,;i;'/U'i 3'A°=ANNEALED ® Description: Drown DY•' TYP. GLAZING DETAIL "H"=HEAT STRENGTHENED �j GLAZING DETAILS J ROSOWSKI "T°=TEMPERED ® ••,Vl• 6 "PVB"-.090-BUTACI7E PVB 8Y KURARAY AMERICA,INC. •'I 1 ;,; 1070 TECHNOLOGY DRIVE Title: Dote. SG°=.D9O°SENTRYGLASOBYKURARAYAMERICA,INC. %. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. ��� ,�•../r::.��-p'� Sedo�od.h Scale: Shoot: Dmwlnp No. Rew. r'A.,LYNN Vl- R''' '- 'Fil L CERT. OF AUTH. #29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A TABLE 4: ABLE 5: TABLES: Olaaryp. 13 .h 2 Deal n Pressure,Ibe1R2 oleo type. Design Prosaure,lbael a pe.cdpll.nb91•.n 56.11 4lekm 9 63.12 type. Design Pressure,166131 6,Is.7&e Relnl.Laval wga qq Wireow Range On) Buck WdN,n 6,768 +1-60.0 R2 SBD sh°'•'eruplie,18 SL125 +85.01-70.0 R.IA Laval 23.5 Equ.LR. 11.391 4650 -?0.0 R.Inf.L.wl R1 For ell Wed..&.o.h.1- sf.edad Celt.9a 14.617-15.870 +85.0 -70.0 465.0 -70.0 R2 For all Ydrdow and sash 5146& SEE TABLE 9,SHEET 8 FOR 2a EgwHga 11.563.14.616 +65.0 -70.0 465.0 -70.0 SEE TABLE 10,SHEET 9 FOR - ANCHOR GROUP AND QUANTITY. s-Ta Taut 465.0 -70.0 +65.0 -70.6 e,1 21517.28288 465.0 6040 465.0 -70.0 1 ANCHOR GROUP AND QUANTITY. sl.ed.mCeft g. 20.956-21516 465.0 -70.0 458.0 -70.0 37.375 EgwFR. 17.517-20.57 +8&O •70.0 +55.0 .70.0 1 11 616 av 14.517-17.610 +65.0 .70.0 485.0 .70.0 c siw,l..l 11.377-14.616 488.0 -70.0 485.0 -70.0 ri Talostlwt 27.563•31.BI1 +65.0 -70.0 .85.0 -70.0 aal.nlsl:e 2&517-27.602 +55.0 •70.0 .65.0 .70.0 SI Cole 21517-2&61IM070A 48510 -70.0 Q HEADER 44 Equ.FRa zosn-z1 •70.0 P6.0 ao.0 O HEADER 11.517-20.51 +65,0 -740 23 astornsh. 14.517-17.51 •70.0 .65.0 -70.0 23 e stwnesl 11.377.14.6+ .70.0 .65.0 •70.0 TNest 6040ShedaN Wt." 265'7-31.58 •70.0 .65.0 -70.0 EquaMa 20.517.25.51 .70.0 .65.0 •70.0MEETING RAIL 4e 61aed.NPW" 17.517.20.51 .70.0 .65.0 •70.0 a MEETING RAIL C.Imsh. 14.517.17.51 -70.8 .65.6 -7646 o 26 o Lwtomslaa 12.617-14.516 .65.0 .70.0 485.0 .70.0 27 0 Shortest 11.37-12616 +65.0 -70.0 .55.0 -70.0 EXTERIOR fi EXTERIOR 0 ): Ta2aa1 31206.37.536 465.0 •70.0 405.0 .70.0 n 0 OZ Sla dwd Cetage 26.617.31X17 .85.0 -70.0 .BSO -10.0 v 0 D 23 Eq..W. 23.57.2&Ste .65.0 -70.0 465.0 -70.0 23 JAMB cwtamsh. 20.517-23.510 +65.0 .los +855 •70.0 JAMB 69.625 smnd.wP,W- 17.517-20.516 .65.0 -70.0 465.0 -70.0 EXTERIOR SASH EXTERIOR SASH a HEIGHT Gulam alae 12.617-0.516 +65.0 -70.0 +65.0 -70.0 (� HEIGHT a.tamsn. 10511-fade 465.0 -mo 405.0 a0.0 Sweet 11,377.72518 456.0 .70.0 465.0 -70.6 T.Bes1 38.511-41.644 46&0 -10.0 4655 70.0 QStaed.mf WWoe 31.517.30.516 +Bio 1-70.0 455.0 -70.0 O 23 EquaWte 25.617-31.516 +610 -70.0 +65.0 .70.0 23 SNMsel PmAew 21517-28.618 +55.0 -70.0 +83.0 .70.0 SILL 62 cut..she 20.517-23.516 +a5.0 -70.0 45e.o -70.0 SILL D SII^\-71-ILII aefamsh. 17.617-20.618 455.0 -70.0 .65.0 .70.0 L� Coelom Sire 1. 7.1{ 17-1485. 70.0 485.0 .88.1 Coelom She 133.0017-1d.5511 .05.0 .70.0 -m.0 465.0 d7.3 Sh.nol 11.684.13.016 +05.0 -70.0 .65.0 4&5 T.Ile.l 38.517-41.514 .05.0 -70.0 .65.0 .70.0 0 ANN c W,teiesha 31.517-38.518 465.0 -70.0 +65.0 -70.0 Egw181e 55.517.3&518 .65.0 -70.0 465.0 -740 75 Cwto,n91:. 32.517-32.516 .65.0 -m.. 40.0 .70.0 SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH smn .r a.adP�. x6.537-30516 465.0 .70.0 4eio •70.0 LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 Cwlamsl.. 20.617-20.511 465.0 -70.0 46&0 .67.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE shorl..l 21510-28.510 .05.0 -70.0 465.0 60.5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Eq-we 36517-41.644 406.0 -70.0 4(15.0 •70.0 APPLY TO ALL FRAME TYPES& ua CONFIGURATIONS) 84 Cu 1'. 35.517-31516 .65.0 -70.0 465.0 67.3 CONFIGURATIONS) Shrda,d P,.Aev 31810-35511 .&5.0 •70.0 495.0 -6&5 PRODUCTRBV7SED, 91.76T.I.e1 161.044 .Bio .70.0 1+65.0 1-68.s as--mlAying With tit?Floild¢ SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Oulldf°B Cod° I Acccpi0n0c lVo��'� �.a•. "MIN.SASH HEIGHT WINDOW BUCK HEIGHT-50.136 E% r1 Revised By. Date: Revlelon: M b Dnt. Ll .... .`•�. A•limui 3odo Pmdllc Corr By. Revision: NOTES: - I ® Docrlptlow Drawn By: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. DESIGN PRESSURE TABLE J ROSOWSKI ••� 6 I'b :.i„• 70 TECHNOLOGY DRIVE Ties: Date: 10 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. 7 VENICE, FLY DRI :; ,;:•;,;.,. ;..:';;; 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 Serlaa/Modal: Scala Sheet: Drowtng No. Rev: ON THE TABLE. J/,F�i L'Y •�lyt(Cl RE.`••`, .4Sh 05 CERT. OF At". 1129298 SH-5500 NTS 6 OF 13 MD-SH5500-01 A ®m EM Ili ffmmrmcmmmcmmmmmmmcmmmMMEMEMEMEMEMIMEM i� � 1 �■�CMMMCMKMMMMM�� ��cmmmcmmmcmmmcM�cM CmKMCMKMEMKM�e��MMMMMM��cM ��m=aMMMMCMMMIMMEMEMKMMMMEMKMEMKMMMKM SEMEMEMMMIMUMMMUM us complyingwith tho Florida .. 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' �Dm000DODDD0000DODD00000DDODODDOD000DODaDODooDooDDODco - �,©DDDDDDDDDDDDDDR©D©DDDDDDDD©©©DCDDDDDDDDCCDDDDDG©DC �OCDDDCDDDGDDDDDDCDDDDDDGDDDDDDDD©DD©DCCCD©DDDCCDDCC �V mOCDCCCDCDCDCDCDCCCGCCDDCCCC�CCCDCCCDCDCDCDCCCCGCDCC - D ©DDDDDDDDDDDDDDDDD©DDDDDDDDDDDDODDDDDDD©GGDDDDDCDDD � �DCDGICODD©GOD©D©DGDDD©D©D©D©©D©DDDDDDDGGGDDDDDGCGIDGD 0©DDDDDDD©DDD©DDDDDDDDDDDDDDDDD©DDDDDDDDD©D�D�DD©©DD ©DDDDDDD©©DDDDDDDDDDDDD©GIDDDDDDCDDGIDDDDDCCDDDDDC©DD ���OCCDCCDD©CDD©D�CDD©DD©CDDDDDDD©©DGIDD000©DDDDCCDCDC ��0©DDDDDDDDDDDDDGIDDDDDDDDDDGIDDDDDDDDDDDDDDDDDDDD©DODO �©DDDDD©DDDDDDDDDDDDDDD©DDDDDDDDCDDDDDDDDGCDDDD©ODDG �,DCCDCCDD©CD©DD©DCDD©©©©CDD©CD©DDDDDDDCCCDDDDDC�©CCC _ ��0©DDDDDDDDDDDDDDDDD©DDDDDDDDDDD©DDDDD©DODO©DDGIDDDDDD '©DDDDDDDDDDDDDDDDDDDDDDDD©DDDDDCDDDDDDDDOGDD©©DC©DC �GGGDOCDGIGICDDDDDDDDDDD©DCDDDDDDDDDDDDDCCCDDDDDCC©CCC m©DDDDD©DDDDDDDDD©DDDDDDDDDDDDDDDDDD©DDDDD©D©©©DDDDD ©DDDDDDGIDDDDDDDDDDDDDDDDDDGIDDDDCDDDDDDDDGGDDD©�CDDD ���OCDGIgGDGIDG{DDADGI©CDDDDDDCDDDDGI©DD©©©DDCGD©DDDDCC©GCG ��0©DDDDDDGI©DDFIDi�DDDD©GIDDDDDDDD©DDGIDDDDDDDDDD©DDDDDDDD � �©DDDDDDDDDDfi�DF�DDDDDDDDDDDD®DDDGDDDDDDDDCCDDDDDCDDD �,DCODCCGIDDCDGID.DDDCDDDD©©CDDDDDDDDDDDDDCCCD©DDDCCDCCC ��mOCDDCC®DCC000CCCoaDooDCCCCCDOCOCDCaCCCOCOCOCooCOCC �©DDDDDDDDDDDDDDDDDDDDDDDDDGIDDDDDDDDDDDDDCG©DDDDCDDC �DCCDCDDDDCDDDDDDCDDDDD©CDDDDD©DDDDDDDCCCD©©DDCCGICCC mDCGCCCDCDCDCDCDCCDCGCDDCCDCOCDCDCDCDCCCDCCCCCCDCGDD DDDDDDDDDDDDDDDDDDDDDD©DDDDDDDDCDDDDDDDDCCDDDDDC©DC DGCDOCDDDCDDDDDDCDDDGIDDGDD4ID©©DDDDD®CCCDDDDDGDDCCC 0©DDDDDODDDDDDDDDDDDDDD©DDDDDDDDDDDDDDDDDDDDDDD©©©©© 0�©DDD©DDDDDDDDDDDDDDDDDDCDDDDDDDCDDDDDDDDCCGDDD©GGDG �4000I�CDDGIC©DDD©DCDD©©©DGGIDDDD©©©DDDDCQCCDD©DDGD©CCC ��0©DDDDDGIDDDDDDDD©DDGIDDDDDDDGIDDDGIDDDDDDDGIDDDDGIDDDDDDD �©DDDDDDDDDDDDDDDDD©DDDDDDDDDDDDCDDDDDDDDCCDDDDDCDDC �QCCDCCDDDCDDDD©©DGIDDD©©CDD©©DC©0D©©DDCCC©©DDDCG©qCG �D0©DDDDDDD©DDDDDDDGIDDDDDDDD©GIDDDDDDDDDDDDGIDDDDDDDDDOD ©DDDDD©D©©DDDDDDDDDDDD©DD©DDDDDGD©DDDDDDGCDDDDDGDDG �OCOD�C_D�GIC©D©DD©CDDD©©DGDD©©D©D©©DDDDCCG©GIDGIDCCGICCC 0©DDDDDDDDDDDGIDDDDDODGIDDDDDDDDDDDDD©DODO©DODO©DDDDDD ©DDDDDDDD©DDD©©DDDDDDDD©DDDDDDDGDDDDDDDDCCDDDDDCDDC;. �D�GGDDOGGID©CDD©DODCDDD©DDDDDDDDDD©©DDDDCCC©©D©DCCE,DCC m©DDDDDDD©DDDDDDDDDDDDDDDDDD©DDDDD©DODO©DD©D�D�DD©DD ©DDDDDGID©DDDDDDDDDDDDDDDDDDDGIDDCDDDDDDDDCCDDDDDCDDC ���GGIQD�C©©©OGIDDDDDODDGICD©C©GIDOD©DODO©©DCCGGIDD©OCCDCCC m0000DODODC00000DooDaCODD000DCDooC000DCODDCooDDCC000 . ©DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDCDDDDDDDDCCDDDDDCDDC ��d'I�iDCDDGDDDDCGIDDD©DCDDDD©DCDDDDD©DODO®DGCCDDDDDCCGICDC - 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2.444' 0 �� 1.331' ��- 1.349' 2.444" �D 2.444° 2.444" 26 27 REINFORCEMENT a STANDARD HD MEETING RAIL MEETING RAIL 00 � QO❑ ���� REINFORCEMENT u �OEl 0 0 0 6TOF AME 5 LL 6� FLANGE 1.3 O SILL FIN AME O FRAME SELL t 1.376" 5 O FRAME SILL 7 8 1.872' -� {-� 1.641' T1.215' 2.100" -►�o o 1jI ° 1.311I71`x" . / 11 . LL � 2.176 .471" 1.472" LI1.830" 1.376" .065 065 .974° .355 590" W .590" 060 .050" . " 3 °1565 1.231' 1.000° 050"035 070"" LIFT RAIL LIFT RAIL EVELED - BEVELED FIXED BALAN ASH STOP/ 14 MEETING RAIL 10 SASH RAIL 17 CO RCE I 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 NTERLOCK OO INTERLOCK COR PRODUCT REVISED a;complying with die Flmlde f°rlildiug Cade \ccepmnce No Lixpiradou.Dale- \\\, Revised By: Date; Reviafon: BY .300' INinnd ode Prodlxi' .��•:�C:":. ....:,':i//i .86o4" .175° "c Revised By: D.f.. Revlsfon: .754" .750' .035' --�-�f-} .026" -4- -� / ® Description: Drawn By. LAMI IG EXTRUDED ROLLED _ 6 It,ll(6 : ;;; WINDOW EXTRUSIONS J ROSOWSKI 72 BEADING 81 SCREEN FRAME 82 SCREEN FRAME ' •:;" �0.'., 41 1070 TECHNOLOGY DRIVE 77de: Dote: N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 . •i,•:�'i�-;;;�<i'I,'`•�,� Serles/Model: Scale: Sheet: Dmwing No. Ror. b!LY14VIYILL�,P.E. CERT. OF AUTH. #29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 A P.E.g 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 1/4"NOM. FOAM 3/76"NOM. 1 620101 Single Hung Frame sari&Jambs POLYISOBUTYLEN-J•Channel PVC 5 720197 Auto Lock Mechanism C Steel WITH DESICCANT WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 72019889 Sweep Lock Cast Zinc DESICCANT 16 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 72019586 Auto Lock Cover Assembly Cast Zinc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X118OPTX #6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH/DH Frame SIII-Flange PVC 50 76X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame SIII-Fin PVC 51 420181 UR Beveled Tilt Latch Corner Key PVC INT.GLASS INT.GLASS 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 1 420182 LJR Pull Rail Tilt Latch Corner 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 Rall(Sides,Top&Bottom) PVC 54 420183 Till Latch PVC 76 4SG TPS 77 SPACER NXTTm 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tllt Latch Spring SS 19 620156 Pull Rall Interlock 6005 T5 At 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tllt Latch Finger Pull Cast Zinc REINFORCEMENT POLYISO- DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 At 59 420180 Pivot Bar Comer Key PVC BUTYLENE 6116'NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pkat 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 HO Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Znc FOAM STAINLESS STEEL 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 Rail Reinforcement 6005 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 78588 #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 72013511-ami I.G.Bead PVC 32 61719 Weatherstrip,.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/&'x 1"x 1/8"),85+/-5 duro. EPDM 35 78XIMTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7s DURASEAL® 7a XL EDGET"" 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 AI 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hale Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720X)000( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X 2 PVC 41 #8 x 3/4"PK FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tenslon Spring SS 42 Spiral Balance 86 61816C48 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61636/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material 76 Kommeding 4SG TPS Spacer System I•nonucTMViseD See this as—ni'll.ing with do Fhalda 77 Quanex Super Spacer nXrwith Hot Melt Butyl f3ii14ug�� j 78 Quanex Duraseal Spacer Sheet for A�,pyt�o p7tq,o3 Materials L':apinnionDate OM20 79 Cardinal XL Edge Spacer 4f, R-1..d By. Dam: Revision: ��' .,.y� i.% ' A)ADDED SPACERS By REFERENCETEST REPORTS:FTL-8717,8968&8970 ., .... .., :; JR 05/05/16 IV Zi W.proaaol' Revised 9y: Date: ReNslon: ®. Description: Drown 6y1' `{ BILL OF MATERIAL(BOM) J ROSOWSKI t,.::•. •�'� 1070 TECHNOLOGY DRIVE Title: Date: NOTES: '•.,/;r.t;i���%;.•'•,K''� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 :•. .!./! 'i ,;`'` (941)-480-1600 Sedae/Model: Scale: Shoe: Omwing No. Rev: 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. A�L??,'�*.11hLER,P.E. 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. P.N.#58705 CERT. OF AUTH. #29298 S H-5500 NTS 12 OF 13 MD-SH5500-01 A 1 i OPT.SWEEP LOCK O 46 qg OPT.AUTO LOCK 19 Q 47 20 57 OR 58 qg j O O 51 OR 52 jr,i B5 55 I 1 � f v OPT.PULL RAIL • 22 82 ORS 19 INTERLOCK 8 ;j ! � j CDVER ;i 86 I O 87 •'�,, �o O �• i � � 86 '•-j �' � 35 1 OPT. BEVELED MITERED FRAME WITH i j I 21 INTERLOCK f'••, INTERIOR AND EXTERIOR 16 l j -0 &COVER FRAME WELDS O 18 54 72 X4 •`I IlI ,`- ��ny� �• 72 X4 I 16 53 \)) ATCPGHE�S�' BrN°E •'• % �1; ._ l Ir BD ORO SCREEN M49 60 OPT.PULL HANDLE O fi4 WITH LATCH DETAILS 40 OR CONSTANT FORCE �++ 65 16 82 OR 83 41 BALANCE b -- OPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANDLE `•,`l p 83 67 1 16 d P SASH \ MITERED FRAME WITH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS ss - 3g DETAILS ` EXTERIOR �' ��TJJJ59 r` , - - •_-___•-_•____,AT7gCHES 70 BgL,yN _ O L stca 5 ,`•. _ := '-.•._--_ 83 i 54�uld�plGid with llieF dial ------LE 1Va 16-0 14 Acca dw FRAME :' - �• '''`„el :: _----Revrsed By: Dote: __ ”"' R.WWon: Pin?hui Dale 13Y ASSEMBLY -vim').de l4pd a4' DETAILS Revised Dale: BY: Revlslan: `•. I rte' Description: Drawn By: EXTERIOR - 6 EXPLODED ASSEMBLY J ROSOWSKI NOTES: - I K I I ..l_rr:. �•:'� 1070 TECHNOLOGY DRIVE Dt1e: Data: ,)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. .,1.7.:11:^•?..•' .(; N. VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS#1&6.OTHER FRAME TYPES APPLY. �'�� r I i.l `.:• (941)-480-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 8&7. rr,�'! ? Sedes/Model: Scale: Sheet: Drawing No. Rev: 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. - A.LYNN,MIU tE,P.E. CERT. OF AUTH. #29296 SH-5500 NTS 13 OF 13 MD-SH5500-01 A P.E.N 58705