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Product Approval
9/30/2016 Florida Building Code Online 4�y BCIS Home Log In ( User Registration Hot Topics Submit Surcharge Stats&Facts € Publications FBC Staff BCIS Site Map Links I Search F�Ot`t�8 Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL239-R24 a, Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by bBPR 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 ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval Date Approved 09/08/2016 https://floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDquSiBu8CAEmBE70C31VX3PGaDA1SWyATjg°/pad 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.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.04.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 FL239 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 MR s o Mse Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.03.odf 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.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: Hack iVext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrlaht 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: 1 cphsk Credit Card•" Safe https:/tfloridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDg6SlBuSCAEmBE7OC31\/X3PGaDAISWyATjg%3d 313 MIAMI•DADE) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRA'T`ION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mfamidade.Eov/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. MISSELX 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 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 MIAMFDADE COUNTY Expiration Date: July 30,2020 f 1 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 05/15/15, with revision A dated 05/05/16, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door,using: Kodispace 4SG TPS spacer system,Durasealo spacer system, Super Spacer NXTTM spacer system and XL Edge7m 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. (Submitter)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-5th Edition(2014), dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA No. 15-0519.05) Ida,1 Manuel P ez,P E. Product Control Exam' er NOA No.1�- 4.03 Expiration Dater 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. (Submitted under previous NOA No. 15-0519.05) 2. Statement letter of no financial interest, dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. -15-05-19.05) 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. r J Manuel Per �. Product Control Ejam)Per=. NOA No. 16-b-7f4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHORAGE EXAMPLE FOR 28-1/B"MAX.O.C. 21-5/8" �1 ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP 54"MAX.BUCK WIDTH MAX.O.C. FORARCH-TOP VARIES PER REINFORCEMENT LARGE8 SMALL MISSILE HEADER(SIM. 12"MAX.FROM HEADER(SIM.FOR ALL LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT FOR ALL FRAME SEAM yl 30° 12°MAX. / WINDOW TYPES) _ AX.O.C. `` WINDOW TYPES) SB,SEE HEET 3 M 52-1/8"MAX.BUCK WIDTH / 10"MAX.FROM SEE SHEETS 1 1 1-1/4"-_ A.SEE�'—' _' '-1 12"MAX FRAME SEAM D.SEE 8&9 30°MAX O ►{ I j1 B.SEE Ir- .C, �12"MAX SHEET 3+ FIXED VISIBLE SHEET4 SHEETS I 1 I LIGHTWIDTH A,SEE "- - I B.SEE _ 30'MAX.O.C. �1�. SHEET 3+ 12°MAX. I - - SHEET3_ ---I 12°MAX C.SEE t- rT .. ..... SHEEP4+ -- FIXED EQUALLY - - VISIBLE -� A,SEE i'-- / 12'MAX / SPACER LIGHT SHEET3�' / EQUALLY I 17-718"MAX.O.C. I HEIGHT 17.7/8"MAX.O.C. ANTABLE PER SPACED 4 �— TABLES 9-11 I I EQUALLY I 17-7/8"MAX.O.C. { ANCHORSPER 4 / i ( / 91.78° SPACED II ) I 84" TABLES 9-11 O I Q I I MAX. ANCHORS PER 0 I I I I S4" I BUCK TABLES 9-11 BUCK HEIGHT MAX. I I HEIGHT 10"MAX.O.C. BUCK 10"MAX.O.C. I 10"MAX.O.C. BUCK 1 AS SHOWN ^ X_ HEIGHT 1 91.78° X U HEIGHT X X I MAX.) L-=- --- •- 13-3/4"MAX D.C. 1 EQUALLY /---- 113-314"MAX.O.C. EQUALLY I SASH 13.3W MAX.O.C. EQUALLY ___/ I 1 SPACED I�_ SPACED VISIBLE `�_ SPACED -'-� SEE Ij ANCHORS PER /I t ANCHORSPER I LIGHT ++ ANCHORS PER i I SHEETS TABLES 9.11 '� A TABLES 8-11 / HEIGHT A TABLES 9-11 / - A 8&9 / C s-112"MAX s-112°MAX. 6-112"MAX. B NOANCHORSATSILL SEE SILL WEEP- B�----.JNO ANCHORS ASH VISIBLE ILL SEE SILL WEEP- B. _ ND ANCHORS AT SILL Ir SEESILLWEEP- Dom- - 1-1/4 _ I -SEESILLWEEP- 54"MAX.BUCK WIDTH - SEE DETAILS, LIGHT WIDTH NOTCH DETAILS, (-� 54"MAX.BUCK WIDTH -►{NOTCH DETAILS, NOTCH DETAILB, SHEETS SHEETS 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 ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUG H TH E NAIL-FIN 75°HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.........................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,OPTIONSI .............................2 ..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 INSTALLATION,FLANGE 8 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/BOXINTEGRAL FIN ...............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,NTEG AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 8 J-CHANNEL.....................4 GLAZING DETAILS5 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 ................... 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 PRESSUREESS...................6-7 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES.................8110 7)DESIGN PRESSURES: EXTRUSION PROFILE LIST...........11 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. ASSEMBLY 8 PARTS LIST...........12-13 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USED: 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT •ASTM E7300-09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. *ALUMINUM DESIGN MANUAL,ADM-2010 as cemplyiog with Bee Fwda 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-5100-07/52-2010 ABuId DeCo�1G-0' j t.h LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANBI/AF&PA NDS&A MINUM DESIGN MANUAL p4-tJ o 1 1)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. • 1 ' ' i•• Revised By: Oa(.: Revision: L"^.tpiration Date /� ..� 00011 ti'//e j'�i; A)ADDED SPACERS .,i ;,...:....:!:;:> JR 05/05/16 TO SHEET II. By USER INSTRUCTIONS: ., ,1: Mfomi adcPtaduclCaAroC �'""•" Revised By. Dote: 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. 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN Drawn By: PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW _ ® Descrip8on: OPENING OBTAINED IN STEP I. Q �,� �b ; ;,j:: GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR 6 c.; r Date: ;'�•. 1070 TECHNOLOGY DRIVE 7tue: ;a- YOUROPENING'SCONDITION FROM TABLES 20R3,ANDTHATALLMIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. r1t.. r•i•.� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM. 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. •.,i`l'AA ` "i,. ".� (941)-480-1600 i,"�•,•/,'1i'I, \ Ssdoa/Mode(: Scafe: Sheet: 0rcwfng No. Rev: NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, /d!INNN,I LEk;�.E. INTEGRAL FIN OR EQUAL LEG/BOX). P.E.#58705 CERT. OF AUTH. #29298 SH-5500 NTS 1 OF 13 MD- 01-01 A TABLE I:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glave Design Pressure Typo Description(Elated from Exterior to Interior) Table# Sheol# Typal Options Conflgs. Shapes Installation Options that maybe used (see Fig B) (see Table 1) (see Fig A) (see Fig C) 5 7/8'Laminated I.G.:1/e"A Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Liles of 1/8"A Glass with.090"PVB Intedayer 4,5 6 6 7/8"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5116"Laminated;(2)Utes of 1/8"A Glass with.09D"PVB Intedayer 4,6 6 ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 Equal-Ute, Square/Rett., 7 7/B"Laminated I.G.:3/16"A Exterior Ca +3/B"Air Space+5116'Laminated; 2 Lites of 1/8"A Glass with.090"PVB Intedayer 4 6 6 Flange Through the frame ....into Concrete/CMU-sheet 3,option 2 P P () Y 5-16 OriCott view Amh-Topp of the window...... 8 7/6"Laminated I.G.:3/16'T Exterior Cap+3/8°Air Space+5/18"Laminated;(2)Utes of 1/8'A Glass with.090'PVB Intedayer 4,_6 6 (#2) &Cottage Radius Top ....through 1X Buckstdp into Concrete/CMU-sheet 3,option 3 9 7/8"Laminated I.G:t/B"A Exterior Cap+7/16"Air Space+6/16"Laminated;(2)Utes of 1/8"H Glass with.090"SO Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 7/8"Laminated I.G.:1/8°T Exterior Cap+7/16'Air Space+6116'Laminated;(2)Utes of 1/8"H Glass with.090"SG Interlayer 7 7 ....Into 2X Wood Frame/Buckstrip-sheet 3,option 1 Boz/ Equal-Ute, Square/Rect., Through the frame ....Into Concrete/CMU-sheet 3,option 2 11 7/8"Leminaled I.G.:3/16'A Exterior Cap+318'Air Space+5116"Laminated;(2)Liles of 118"H Glass wllh.090"SG Intedayer 7 7 Equal-Leg 5-16 Odel/Prodew Arch-Top& g 12 7/8"Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+6116"Laminated;(2)Liles of US"H Glass with.090'SG Intedayer 7 7 (#4) &Cottage Radius-Top of the wlnd0w...... ....through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 13 7/6'Laminated I.G.:118°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-sheet 3,option 4 14 7/8"Laminated I.O.:1/8'T Exterior Cap+5116"Air Space+7116°Laminated;(2)Lites of 3/18"A Glass with.09D"SG Intedayer 8 7 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 Equal-Ute, Square/Rett.,Integral fin...... ....into Metal-sheet 4,option 7 15 7/8°Laminated I.G.:3/16"A Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Lites of 3/16'A Glass with.090'SG Intedayer 7 7 J-Channel P #1 5-8 Ori Cotta iew Arch-Top& ••••Into 2X Wood Frame/Buckstri sheet 4,option 6 18 7/8'Laminated I.G.:3/16'T Exterior Cep+1!4'Air Space+7118'Laminated;(2)Liles of 3/16°A Glass with.090"SG Intedayer 7 7 ( ) Cottage Radius-Top Through the frame 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/Buckstrip-sheet 4,option 5 Min.Edge Min. ' &15 MAY NOT BE USED IN IEqual-Lite, Square/Rect.,Integral fin...... ....into Metal-sheet 4,option 7 Integral Fin Group Anchor Substrate THE HVHZ ABOVE 30'. 5-8 Oriel/P1mAew Arch Top& Distance Embedment' (0) &Cottage Radius-Top Through the fame ••••Into 2X Wood Fmme/Bucksldp-sheet 4,option 6 P.T.Southern Pine(SG=0.55) 1/16" 3/B" of the window...... •••-into Metal-sheet 4,option 8 SMS (steel,0 8-8 S.S. Steel,A36' 3/9, 0.050" •MIN.OF 3 THREADS or 410 S.S.) Steel Stud,A653 Gr.33' 3/8" 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) 7/16" 13/B" STEEL STUDS, "H'=HEAT STRENGTHENED MIN.Fu=45 KSI& / "T"=TEMPERED 3116"steel Ultracon Concrete(min.2.85 ksl) 1" 1-318" MIN.Fy=33 KSI. y// r,-,I[ 4 'PVB"=.090°BUTACITEO PVB Ungrouted CMU,(ASTM C-9D) 2-1/2" 1-1/4" "UNGRO % u 8 BY KURARAY AMERICA,INC. P.T.Southern Pine(SG=0.55) 9116" 1318" VALUES CMU* Q Q #12 SMS VALUES MAY BE BOX OR "SG"=.090°SENTRYGLAS B (steel,18-8 S.S. Steel,A36' 3/8" O.OSD" USED FOR GROUTED FLANGE EQUAL- INTERLAYER BY KURARAY or 410 S.S.) Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) CMU APPLICATIONS. LEG AMERICA INC. Aluminum,6063-T5* 3/8" 0.063" EQUAL-LITE ORIEL COTTAGE 1/4"steel Ultracon Concrete(min.2.85 ksl) 1" 1314" o C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" FIGURE C:FRAME SHAPES 1/4"steel Creteflex Concrete(min.3.35 ksl) 1" 13/4" BUCK WIDTH BUCK WIDTH—--►I BUCK WIDTH— 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 1-314" 1------ 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 13/8" i 1 3 ri 1/4"steel Creteflex Concrete(min.3.35 ksl) 2-1/2" 13/4" 0 cn j cs Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" _ _ _ J-CHANNEL Q INTEGRAL D 1/4"steel Creteflex 1 Y W YEli P.T.Soulhem Plne(SG=0.55) 1" 13/8° Ow 1/4"steel Aggre Gator Concrete(min.3.275 ksi) 1-1/2° 1-3/8" m m r mMex E��_ 1/4"steel Aggre-Gator P.T.Southern Pine SG=0.55 1" 1-3/8" o Grouted CMU,(ASTM C-90) 2" 2" RECTANGULAR I RADIUS-TOP ARCH-TOP TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCr REVISED BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as complying with tho Florida Group Anchor Substrate Min.Edge Min, DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Building Code Distance Embedment' THE TABLES ON SHEETS 8-10. Acceprenac No �.t."" "!I!I ReWsed By: Date: Revieron: Bxpimttaa Uao, E 2-1/2'x.131"Common Nail P.T.Southern Pine(SG=.55) 3/8' 2-7116" : ' ..l ;..rj;. Dy 2-1/2'Ring-shank Rooting Neil P.T.Southern Pine(SG=.55) 3/8° 2-7/16° `'• ""' Miami oda PradetiCan r d; P.T.Southern Pine(SG=.55) 1/2' 1318" •' Revised Br. Date. Revhnhm: #10 Trusshead SMS Aluminum,8083-T5• 3/8' 0.050" (steel,18.8 S.S. Steel Stud,Gr.33" 3/8' 0.0451"(18 Ga.) _ �4 - p Descdptlon: Drown�' or4los.s.) GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F Steel,A36• 3/8° 0.050" 'MIN.OF 3 !:- i 1 6 i„ THREADS BEYOND t/t• 1 P.T.Southern Pine(SG=.55) 9/16" 1-318' THE METAL I' �`- 1070 TECHNOLOGY DRNE etre: Date: #12 SMS "iI 1.`-1;'.'f'' N.VENICE, FL 34275 Aluminum,8063-T5" 318' 0.083" SUBSTRATE.FOR :,;:>>...: SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,l8$SIS. Steel Stud,Gr.33' 318° 0.050" STEEL STUDS, •!•'� ;•••.•.•.•''. (941)-480-1600 of 410 S.S.) MIN.Fu=45 KSI& /rr;•';;,,)� �+ Sarfes/Modeh. Scare: SAeet: Draw/ng No. Rev: Steel,A36' 3/8° 0.050" MIN.Fy=33 KSI. A.LYNN M144sR%E' CERT. OF AUTH. #29298 SH-5500 . NTS 2 OF 13 MD-SH5500-01 A RE.II 58705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTI INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 I- EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 114'MAX SHIM FRAME OR BUCKSTRIP. 16 1/4"MAX SHIM SEE NOTE 2,THIS SHEET. EMBEDMENT . SASH VISIBLE LIGHT WIDTH ❑ EDGE EDGE DISTANCE FLANGE FRAME DISTANCE SHOWN 44 BALANCE - �1/4"MAX TYPE VARIES - -- TYP.ANCHOR TYP.ANCHOR TYPE, 42 WITH SASH o TYPE, SHIM �a EMBEDMENTANDAND. WEIGHT 54 EMBEDMENT 2 TYP.ANCHOR TYPE, EDGE IIInINNI ///Q 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER LJU 31 DISTANCE PER DISTANCE PER SUBSTRATE (� , SUBSTRATE, EDGE•• a (�-� n SUBSTRATE, SEE 18 SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. o 72-R87 DISTANCE SHE2.2. 2, •~ FIXED VISIBL4 E �v\ IILII7 FIXED 19 20 OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE LIFT RAIL I 2 LIGHT FRAME _ILEG/BOX BUCK WIDTH FOR ALL WINDOWS: NOTES: SHOWN f FRAME HEIGHT 1 ANCHOR @ 3.55° HORIZONTAL SECTION A-A SHOWN �— 49 I 2148 FROM END AND AT 1)USE ONLY CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 38"WIDE; SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MUWON,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 O 0 D ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. fJ318° INSTALLATION OPTION SHOWN MAY 14 45 46 47 SCREWS @16BE USED ON ANY SIDE OF THE 35 FROM END. OW. � FOR WINDOWS WITH WIND1/4°MAX BOTTOM LOCKS: SHIM #10 OR#12 STEE)EQUAL 1/4"MAXBUCK 50 16 ADDADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLINGI SHIM HEIGHT SCREWS @&318" USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE85 FROM END, SHEET 2.ALL WOOD BUCKS LESS ❑ TABLE 2, ❑30 THAN 1-1/2"THICK ARE TO BE SHEET2.SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLYTO HEIGHT SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OPT. 86USE EITHER OR GREATER.1X AND 2X BUCKSLATCH OR (WHEN USED)SHALL BE DESIGNED65 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE ❑INTERIOR 81 31 30 64 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME a FRAME NOTCHESAT 80 FROM SASH END. RESPONSIBILITY OF THE WEEP LOCATION:6,518" DESIGN AND I ENGINEER`ON IS THE SHOWN tJD�� SHOWN 117pro EACH END. ! OR ARCHITECT OF RECORD. EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION (l INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 FRODUCI'ItBV15BD 67 OPENING)IS MEASURED FROM as c plyJing With the Flad& 1/4"MAX SHIM ANCHORED THROUGH ANCHORED THROUGH Build' Ca EQUAL-LEG/BOX a BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL Amp",o��! -O .p FRAME SHOWN o Ravlaed By: Dote: Revlalon: Pitali�m Dalo 1•.,llllll/Illi .27"X1.25" .. NOANCHORS .;`•, : t. �. %. Minn, ode P,nd(*t Ca01Y.• WEEPHOLE .. ,'i, Revfaed By: Data: Revision: WrOOVER@• REQUIRED IN VISIBLE LIGHT FORMULAS 2.87"FROM 38 FLANGE OR - EACH END. EQUAL-LEG WIDTH �'.•:- • FRAME SILLS @SASH:BUCK WIDTH-6-1/2" .'�'' i-; ® Description: own DrBy: @ FIXED LITE:BUCK WIDTH-4-318" �6: ;'!- FLANGE&EQUAL-LEG/BOX FRAMES r ROSOWSKI • HEIGHT(EQUAL-LITE) •`I•�.,,:':';i 1070 TECHNOLOGY DRIVE iRta: Data. VERTICAL SECTION B-B BUCK HEIGHT12-3.15/16" .4 ; N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 •..1, i::.,.:::�.�•'; (941)-480-1600 Seriea/Model. Scala: Sheat. Drawing No. Rev: 'hL/1'NN11111:4tR;P:E. CERT. OF AIfTH. X29296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A btb!58 b5 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 T IS SHEET. RIP.SEE INTO 2X WOOD FRAME OR jr- EDGE DISTANCE ANCHORED THROUGH INTEGRAL Imo-gEMBEIDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR O114°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 a FRAME 1 DISTANCE PER SUBSTRATE, SHOWN -L SEE TABLE 2,SHEET 2. ---- -- _ (SCREW SHOWN) 44 BALANCEMENT IES Ll/4"MAX SHIM T__ 42 WITH SASH EDGE WEIGHT 54 1 as TYP.ANCHOR TYPE. DISTANCE EMBEDMENT AND UBSTR L Q 31 O DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2. 18 (NAIL SHOWN) EXTERIOR B7 3 �a TYP.ANCHOR TYPE, 15 INTEGRAL EMBEDMDISTANCE PER D EDGE SUBSTRATE, I� FIXED VISIBLE FIN DISTANCE PER SUBSTRATE, FIXED 19 20 OPT.SASH TOP LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE LIFTRAIL -CHANNEL 1 SHOWN (NAILSHOWN) LIGHT I FRAME HEIGHT I - FORALLWINDOWS: NOTES: SHOWN i 1 ANCHOR @ 355' BUCK WIDTH + 48 FROM END AND AT 1)USE ONLY 49 21 CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C 0 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 - - OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4"MAX. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. O ADD ADDITIONAL AND EDGE DISTANCE LIMBS.ANY SHIM � � MAYBE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 14 45 46 47 SCREWS 35 FROM END.18 318' INSTALLATBE USED ONON OPTION SHOWN MAY N ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: �SOEOL 12 STEE)AND.R _ 1/4°MAX. HEIGHT 60 16 ADDADDITIONAL 2)MASONRY ANCHORS MAY BE F-DRILLI SHIM -1SCREWS @ 8-3/8' USED INTO WOODAS PER TABLE 2, SMS(G5),SEE 85 !— FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3, Q�30 THAN 1-1/2'THICKARETO BE SHEET2. DSASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHTUSE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-1l2"THICK 86 � 16 OR BOTTOM OR GREATER.1X AND 2X BUCKSOPT. LOCK(SHEET 3). �Q(2)1" 81 30 65 63 TESTED UNR TO PROER Y TRANSER LOADS(WHEN USED)SHALL BE OaINTERIOR _ LOCATION:6-518" TO THE STRUCTURE.WOOD BUCK nFLAWEEP FROM SASH END. DESIGN AND INSTALLATION IS THE ��0 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 D SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 lulOPTION 8 PRODUCT REV/SBD OPENING IS MEASURED FROM a=e�nmlriaswith� 1l4'MAX ) ANCHORED THROUGH FRAME INTO METAL Duildin Gale BEADING TO BEADING. ANCHORED THROUGH 8 INTEGRAL FIN (�^�❑ r INTEGRAL FINlFLANGE REMOVED FRAME SHOWN I_JL_J y SHIM INTEGRAL FIN INTO METAL ( ) FA�copin^DNa -� O o •—(- 1 :!, Revised By: Date: Revision: L 27"X 125'WEEPHOLE ;,�,rr. ' OW/COVER @ 2.87" '...i"'• Miami odc Produ,a Cm1L�1 3B FROM EACH END. ` "' Revised By. Oat.: Revislon: VISIBLE LIGHT FORMULAS TYP.ANCHOR TYPE, ED�TANCE EMBEDMENT AND EDGE WIDTH DISTANCE PER SUBSTRATE, —r QSASH:BUCK WIDTH-6.1l2" :: p Description: Drown!ry: SEE TABLE 3,SHEET 2. �1 EMBEDMENT @ FIXED LITE:BUCK WIDTH-4.3/8' - '•• / IN '6 J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) b f / HEIGHT(EQUAL-LRE) ��t/�•� '' � '- 1070 TECHNOLOGY DRIVE Title: Date: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT12-3-15/16° /,t; ; ;;.•',,;;;; N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN �'•�::/;-)..;y, '�``. (941)-480-1600 INTO 2X WOOD FRAME OR BUCK- rrr,• I`!;..• :` Series/Modal: Scale: Sheetr Drawing No. Rev'. STRIP.SEE NOTE 2,THIS SHEET. h L P.Eft 56705 E CERT OF RUTH. x}29296 5H-5500 NTS 4 OF 13 MD-S H5500-01 A 7/e"NOM. 7/8'NO7/8"N M. Imo— 7/8"NOM. —�I 718"NOM. 5/16"A/A PVB 5/16"A/A PVB — 5/16"A/A PVB I 5/16"A/A PVB 5/16"H/H SG 7/16"AIR SPACE 7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A GLASS 1/8"T GLASS--\ LASS 3116"A GLASS 3/18"T GLASS--\ LASS 1/8"A GLASS aEXTERIOR ` a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 7&79 ♦ 78-78 78.79 70.79 76-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 —�I 7/8"NOM. 7/8'NOM. 7/8"NOM. 7/8"NO7/8"NOM. �- 5/18"H/H SG 5/16"H/H SG I 5/16"H/H SG I 7/16"A/A SG I 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIRSPACE 1/8"T GLASS 3/16"A GLASS 3/16"T_GLASS 1/8"A GLASS 1/8"T GLASS G]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 76-79 IB-79 78-79 78-T9 7&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 7/16"A/A SG 112"NOM 'GLASS TYPES 9 THROUGH 1/4"AIR SPACE U4"AIR SPACE 7s-7s BITE TYP. 16 MAY NOT BE USED 3/16"A GLASS--\ 3/16"T GLASS WITH J-CHANNEL OR 72 74 INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR GLASS TYPES 5,7,9,11,13 76.79 76.78 31 ' 815 MAY NOT BE USED IN ED EXTERIOR 75 THE HVHZABOVE 30'. PRODUCTg lith to a GLASS TYPE 15 GLASS TYPE 16 Buil �gCaidC�tththa* � Acceptance M I d •03 Ravleed W. Date: Revision: 38 30 G^c imtion Date 2D202D20� ^ •`�`�{ By ......1;'p/7.4 j Mi:ud UaQa Product p _�. `.:;:.I•I+!:: Revised 9y: Dote: Revision. • '°. GLAZING NOTES: ;),a.Si"!IF. 27. D'A`=ANNEALEDescrlpVon: Drawn W. TYP.GLAZING DETAIL "H"-HEAT STRENGTHENED GLAZING DETAILS J ROSOWSKI 'T°=TEMPERED ®- :". ..) ',�` t,. 1 ti. PVB"=.090"BUTACTE PVB BY KURARAY AMERICA,INC. .`; I ;,� 1070 TECHNOLOGY 275 Title: Dote: "SG'-.090"SENTRYGLAS®BY KURARAY AMERICA INC. "r'j •.• /'.it ' N. VENICE, FL aa27s SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. (941)-480-1600-'�i,-:'t+.f��,�:'� ���•�-, Sedes/Afodeh Scale: Shoot: Drawing No. Rev: MILL R,PtE.` /r1.EY669itis CERT. OF RUTH. yzazss SH-5500 NTS 5 OF 13 MD-SH5500-01 A TABLE 4: ABLE 5: TABLE 6: 2 016-typo 1101-Soh Design Pressure,Ib4Rz elan elan Type. Design Pres sure,Mattea n-dplinnw'wn Sa.h ltnIght Type. Design P mature,Ibse 5,6,785 R.Inf.Level RenOo®Wadaw Ranee On) 6,780 +1-50.0 R2 Wttht Shawn rup to 4e 52225 +05.01-70.0 R.InI.LaVe1 23.5 Eq.aWte 11.364 +0.5.0 •70.0 R4Inf.L. R1 For all Wren.It...h.Ims Sl nd w Cotbpo 14.617.15.070 +65,0 -70.0 465.0 -70.0 R2 For all VArdow and sash sizes 28 Equal-l6e 11.563-14.610 .65.0 •70.0 +65.0 -70.5 SEE TABLE 10,SHEET9 FOR SEE TABLE 9,SHEET 8 FOR Stand.,PW- 11.377-11.582 40&0 -70.° 4x5.0 .70.0 ANCHOR GROUP HEE QUANTITY. ANCHOR GROUP AND QUANTITY. TOW 2aS17-25258 +85.0 Jan 465.0 -70.0 Standard W,tjo 20.958-21518 +65.0 -70.0 455.0 -70.0 37.375 Equaillo 17.617-20.957 465.0 •70.0 ♦65.0 -70.0 SIaMeNPmAew 14.617-17.616 465.0 •70.0 .65.0 •70.0 0 o Shorta.t 11.377-14.676 ♦65.0 .70.0 1+65.0 -70.0 TOW 27.567-31.911 +63.0 •70.0 ♦55.0 -70.0 Clelam She 2&517-27.652 405.0 •70.0 1.8.5.0 -70.0 Sland.nl CWlaea 23.517-2&616 •70.0 ♦BSA -70.0 Qrl HEADER 44 EquaFOe 20.517.21510 +Me -70.0 550 -7949 HEADER Stmdard Pmdwv 17.517-2°.616 4 .65.0 -70.0 23 CywmSlza 14.511.17.515 +65.0 •70.0 465.0 -70.0 23 o aimed 11.377-14.615 +65.0 •70.0 +65.0 •70.0 0 Teles/ 31.583.35.811 ♦05.0 •70.0 105.0 -70.0 Stand,,Cotl,p 28.517.31.562 465.0 •70.0 +65.0 •70.0 Q Eq MRS 20.517-20.516 465.0 MA 4W.0 •70.0 0 MEETING RAIL 46 Omnd.d Pmdew 17.517.20.51° •05.0 •70.0 485.0 •70.0 o O MEETING RAIL O C.1-she 14.517-17.615 455.0 -70.0 1.65.01-70.0 26 ° C.W.Stze 12.517-14.616 +65.0 -70.0 ♦65.9 .70.0 1 Q 27 ° E%TERIOR u atma4t 11.377.12.675 465.0 -70.0 461.0 -70.0 EJRFJ410R J'� P Te6est 33.•218-37.630 +SS0 -70.0 455.0 •70.0 St Wwd Cdlap, 20.617-33.207 40.0 .70.0 405.0 -70.0 3 0 O O 23 Eq.2W. 23.517.20.516 486.0 -70.0 +65.0 -70.0 23 JAMB Custom Size 20.517-23.516 465.0 -70.0 46110 -70.0 JAMB 49.828 6UManl PmAm 17.517-20.516 405.° •70.0 405.0 -70.0 E%iER1oR SASH Ex1E141oR SASH a HEIGHT atnrrsk. 1.617-17.16 ♦65.0 -70.0 465.0 -70.0 a HEIGHT flat-lam ahs 122.617-14.551° •0840 -70.0 .65.9 -70.0 abmct 11.377-12s1e .M.0 -70.0 465.0 -70.0 , r ee.t 36.517-41.044 +SKo -70.0 1465.01 a0.0 3 O Stand.,Caleee 31.517.3& 3 515 - Q Ege.W. 26.617-31.51 -MD -70. •6510 .70.0 2 2 SI rW.A Pr A- 23.517-28.518 SILL ez Cuetomstzo 20.517-23.515 465.0 •70.0 465.0 -70.0 SILL O Cuat-sh. 17.517-20.519 405.0 •70.0 +65.0 -TO.0 C.M.She 14.677.17.616 465.0 -Me .1 Casl. +65.0 .08 m Sfze 13.077-14.510 405.0 -70.0 +85.0 -07.3 SMd-1 11.564.13.010 +05.0 -70.0 465.0 4S 0� Tallest 39.517-41.1144 +55.0 -70.0 465.0 .70.0 0 c Cunt.m5he 1 39.517-39.510 485.0 -70.0 465.0 •70.0 Equal6te 35.517-33.610 +65.0 -70.0 +65.0 .70.0 76 Ceat661Sim 32.517-35.510 .65.0 -70.0 +65.0 .70.0 SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH aNndardl'rMew 29.817-32.819 408.9 •70.0 4650 -7949 LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6.7&8 Ca.lnnsl.. 25.517-2°.510 ♦65.0 •70.0 465.0 47.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE Shal.st 25.510-20.516 .65.0 -70.0 485.0 48.5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& 15,Vie 3&517-41.044 .65.0 .70.0 -Me -70.° APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 64 Oman al:. 35.517-36516 465.0 -m.o +as.0 47.3 CONFIGURATIONS) a1anWlPlot- 33.116-35810 +B&0 -7a-. .-.a 40.5 PRODUCT REVISED 91.70 TAW 4t... .Ss.o -70.0 +65.0 4K5 as congdying With One Florida 120 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Building Code Accaptnnla3 No . 6-014, "MIN.SASH HEIGHT WINDOW BUCK HEIGHT-50.130 P.Pir lie Dale Mah Revised By: Date; Revision: 1i. Y. .�; .f!r1,L�,,; linmi lode Product Can ',•;r•,r;l�!::•� •,t:.I.... RMead 6y: Data: Revision: NOTES: ,,•';;;(cg; /' •�� ® Description: Grown fly: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ,.•(,(' 6 �L1I 1'6 DESIGN PRESSURE TABLE J ROSOWSKI '•. .:;;;11• .'J!J•.` 1070 TECHNOLOGY DRIVE 17110: Date: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. l" •• 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)-480-1600 Rev:Serlee/Modal: Scala Sheet: DroN ON THE TABLE. AM :"L•Ttd �tgl(CLI •RE.�''` d ,g OR CERT. OF AUTH. #29296 SH-5500 NTS 6 OF 13 wlnpD-SI -01 A TABLE 7: TABLE 8: - OleraTypo Solbm Bash Ole®Type SgI*m assn 0.12,1661s De.cdpllan lorpM:n S. Holghl Design Pressure,lbeHa 1.3871 Deecrmilal for ohm 9a9h HBIOd Design Pressure lb6Mta R•InLLewl Rmtg.0Whdal pone on) YMdm Buck Widmin RoInl.Lwal {62508®lYWow panpo(In) WIn0ov9ucKlYleh pre) o 9 Hdghl 6hwm up1o40 ae 52125 54 7 Height8Aoeo In 24 72 38 40 4B 62126 54 23.6 EgwNlle 11.394 +70.0-110.0 410.0-110.0 +70.0•110.0 +70.0-110.0 23.5 Equal-Ilio 71.384 410.0-770.0 410.0-110.0 .70.0-710.0 4.30.0-110.0 •]0.0•770.0 410.0-170.0 +70.0•710.0 •]0.0 •110.0 Sbnderd Cdlaga 14.517.76.0'70 +70.0•110.0 +70.0•110.0 +70.0•110.0 +70.0-110.0 Slmtlam Collage 14.517-16.070 •70.0 410.0 •70.0-110.0 •70.0•110.0 •70.0-110.0 .70,0-1140 •70.0-110.1) +70.0 •110.0 •70.0 -110.0 28 EquaNlle 11.563.14.518 +70.0 410.1) 470.01-110.0 +70.0-110.0 +70.0-110.0 28 Equd-1118 11.583-14.516 •70.0-110.0 «70.0 -110.0 •70.0 •110.0 •70.0-710.0 •70.0 •110.0 •70.0-110.0 •70.0 •110.0 •70.0 410.0 Slandam P-4ew 11.377.17.662 .70.0 410.0 .70.01-110.0 +70.0•flo.0 +70.0 2Io.0 samara PtudBw 11.377.11592 •70.0-110.0 «70.0-110.0 •70.D•110.0 -70.D•11D.0 •70.0-110.0 .7010-110.0 •70.0-710.0 •70.0-110.0 O HEADER West 23.517-25389 .70.0-110.0 470.1311-110.0 +70.0.110.0 4100 41111 Ta0tl1 23.617-25288 •70.0-110.0 •70,0 -110.0 •70.1)-110.0 •70.0-710.0 90.0•110.0 •70.0-110.0 •70.0-110.0 •70.0 -110.0 Slmdmd College 20.959.23.516 +70.0 .110.0 +70.0 410.0 470.0.110.0 +70.0•110.0 SimA rd Co8a90 211.9511-23518 170.0-110.0 •70.0 •110.0 •70.0-710.0 .70.0-111.0 •70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0 -110.0 25 37.376 Equ.mn. 17.517-20.957 .70.0.110.0 +70.0.110.0 +70.0-110.0 +70.0-109.0 37.375 Eque14110 17.517.20857 •70.0-110.0 .70.0 •110.0 •70.0-110.0 •70.0•110.0 •70.0•110.0 •70.0-178.0 -70.0-11025 .70.0 409.0 0landotd Prodow 14,617-77.618 410.0-1140 +70.0•110.0 +70.0-110.0 90.0 •110.0 9lardam PlM9W 14.517-17.510 +7D.o-110.0 90.0 •770.0 •70.0 •110.0 90.0-1140 250.0-110.0 No.O-110.0 410.0•710.0 •70.0 -110.0 0 Sh*1*0 17..377.11.619 +70.0-710.0 +70.0-110.0 +70.0-107.0 170.0 •103.0 8hodasl 71.317.14.818 •70.0-170.0 •70.0-110.0 •70.11•170.0 .70.0-710.0 0.0.0-/IgA 90.0-110.0 •70.0•707.0 •70.0-703.0 Tdla.l 27.683.37.017 +70.0-770.0 470.0 98.0 +70.0 -83.0 470.0 -80.0 Tallest 27.583.71.811 •70.0-110.0 -70.0 -170.0 90.0•110.0 170.0-110.0 q0.0-711).0 H09 -011,0 90.0 -07.0 .70.0 90.0 Q Q6lam 6141 20.517.2/.682 410.0-110.0 .70.0•110.0+70.0-110.0 +70.0-110.0 Cusf*'slce 26,617-x7.582 •70.0-110.0 -70.0 -110.1) •70.0-110.0 •70.0-110.0 •70.0 •710.0 •70..0-110.0 •70.0•770.0 •70.0 -710.0 o O O MEETING RAIL Slardmd Coll*ge 23.517.20.510 +70.0•110.0 +70.0 410.0 +70.0 Alan +70.0 410.0 BIsWiird Collage 23.517-26515 170.0-110.0 -70.01-110.01•70.0.110.0 •70.0•110.0 +70.0'.110.0 •70.0-110.0 •70.0-110.0 +70.0 410.0 44 Eque4810 20.517.29.510 .70M.110.0 470.0.110.0 +70.0-110.0 +70,0 410.0 44 Equd411. 20.617-23518 •70.0-170.0[-70. -110.0 •70.0-110.0 •70.0-110.0 •70.0-710.0 90.0-110.0 •70.0•110.0 •70.0 -110.0 27 0 Sldedmd P.*. 17.517-20.619 +70.0 410.0 +70.0-110.0 «70.0-110.0 +7D.0-170.0 Stannard Prodew 17.617.20516 •70.0-110.0 -110.0 •70.0-110.0 •70.0-110.0 •70.0-110.0 •70.11-711.0 .70.0-110.0 •70.0 -110.0 Qnlomslze 14.517-17.510 +70.0 410.0 +70.0.110.0 +70.0-110.0 .70.0-110.0 cumom Sae 14.517.17518 90.0•110.0 -110.0 .70.0-110.0 «70.0-110.0 •70.0•110.1) +70.0-11D.0 •70.0-11D.0 +70.0 -110.0 EXT(E(�7RIOR 6hniind 11.30.14.519 470.0-110.0 .70.0-71025 +70.0-107.0 .70.0-103.0 BWIM 11.377-14.618 •70.0 270.0 -1100 1700•110.0 •10.0-1100 1700-1100 910-1100 90.0-107.0 90.0 -103.0 VTe0e.1 3/.583.35.911 470.0-110.0 .70.0 99.0 +70.0 -97.0 +700 -00.0 Ta0e91 31.683-3 5911 .70.0-1101 410.0 •70.0•110.0 +70.0-11025 90.0-110.0 470.0 99.0 +70.0 93.0 90.0 90.025 slendwdf40oge 20.517.31.552 +70.0.110.0 +70.0 410.0 -70.0.110.0 +70.0-110.0 Slandald C*88ge 28.517.31502 •70.0-110.0 -110.0 •70.0-110.0 +70.0-110.0 •70.0-110.0 •70.0-110.0 +70,9-110.0 .70n -11025JAMB r,u.Rl11 20.517.29.616 +70.0-110.0 +70.0•11x0 470.0-110.0 47QO-110.0 Equal-tile 20.517.28516 •70.0-710.0 -110.0 .70.0•110.0 .70.0-110.0 •70.0-110.0 •70.0 AIM 90.0-110.0 •70.0 -710.048 sbndwd Pro4ow 17.517.20.510 .70,0 .110.0 470.0•110.0 90.0-110.0 +70.0•110.0 48 SlandEtd Pro49w 17.617.20.810 90.0-710.0 -110.0 .70.0•17x0 .70.0-71025 •70.0-110.1) •70.0-110.0 +70.0-110.0 •70.0 -110.0EXTERIOR SASH CIn ehe 10.677-17.618 +70.0-110.0 470.0-110.0 +70.0 21025 410.0-f140 Cullomalae 14.517-17.670 NO.a-178.0 -110.0 90.0•110.. +70.0-110.0 .70.0 AM •70.0•11D.0 •70.0 1%. 90.0-110.o a HEIGHT Cot=Sire 1 12617.14.618 +709 410.01+70.0-110.0 +70.0-110.0+Tao-110.0 mg-six. 12.517.14510 +70.01-110.01•70.0 1-110.0 •70.0-110.0 +70.0-110.0 90.0-111).1) 90.0 AID.*1+70.0-110.0 90.0 410.0 SECTION DETAIL FOR Shodea 1 11.377.12.516 .70.0-19.0 1+70.0-11aO +70.0•110.0 +7110 -250.0 c anmlaat 11.377.12.510 .70.0-110.0 -70.0 1410.0 .70.11•110.0 .70.0-110.0 -70.0 410.0 •70.11•110.0 +70.0 •110.0 •70.0 -110.0 WINDOWS WITH p 741887 33.208.37.538 .70.0 410.0 +70.0 w.0 +70.0 .93.0 .70.0 90.0 Won 33.209-37.536 •70.11-110.0 410.0-110.0 +70.1)-110.0 +70.0•710.0 +70.0-110.1) •70.0 49.0 410.0 93.0 .70.0 90.0 Q 4$ Slzndwd CoOage 26.517-33.207 +Ion•110.0 +70.0-110.0 470.0-1410 a0.0 410.0 9bldam C*0age 26.517-33207 +Tag-741.. +70.0-110.0 .70.0.110.0 +70.0-110.0 •70.0-110.1) •70.0-110.0 90.0 •110,0 250.0 1•110.0 LEVEL R3 REINFORCEMENT 25 Egw751e 21517.25.510 .70.0•110.0 +70.0-110.0 -70.0•11110 +70.0 410.0 Equd4ne 21.617-26.516 •70.0-110.0 +70.8-110.0 .70.0-110.0 •70.0-110.0 •70,0-110.0 171-0-110.1 •70.0 211.0 170.0 •110.0 &GLASS TYPES 9-16 Cw1*m sic. 2D.517-23.510 +7025•110.0 +70.0-110.0 +70,0-110.0 +rao-1140 ' Cusloln8he 20.51]-23.516 470.0-110.0 +70.0-110.0 •710-116.0 •70.0-110n •70.0-111)1 +70.0-11D.0 •70.0-110.0 •70.0 -710.0 SILL O 49.Ba5 $ 49.as REINFORCEMENTS SHOWN IN 1? 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LIGHT SASH I HD SASH 160' O HLAHD JAMB FRAME O HEAD/JAMB O HEAD/JAMB O HEAD/JAMB 1.375" 1.376" T r i 23 REINFORCEMENT 25 REINFORCEMENT .483" r{ -+{�- �-- 3.403° -�{ 3.483" �{ 33.483' ►{ �070" 1.182" .070" .062" .062" 1 .062" .781° 1.036° 1.041' --77 .130" 2A44" 2.444" 2.444" D D 2.444` D �� 1.331' ��- ---� 1.340" �-- aa�D as STANDARD HD MEETING RAIL D D 28 MEETING RAIL 27 REINFORCEMENT a �❑ �OO❑ ����❑� a �❑ REINFORCEMENT .625° O FRAME SILL 6FLANGE FI� O FRAMEILL 1.375" O7 SILL FRAME O FRAME SEQUALLELL 1.376" 1.872" -►-{ �+- 1.841" 1 I 1215' 2.100" �+ 1.472' I {�- 1.565° 1.830" I 1.376" 1L3� 2.176" I I + "l .065" o a .065' 1• .974" .590°I(-���}�I^� .050" .471" 111---LLL .050" I 34TH .035' .356' � .L0 O"�-� .590" T �' ' L� 601 .070" ---111 FIXED 1° r 1.000" Imo' BALANCE 05ASH STOP T Il LIFT RAIL BEVELED BEVELED 14 MEETING RAIL 16 SASH RAIL 17 COVER ,8 SCREW COVER ,9 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER PRODUCT REVISED ::complying with dw Florida ;',dlding Cade Explrnliou.Dslo /�� Revlsed By: Data: Revision: By .316° - ••; 1.7 ilii„•, Minnd ndc pr.Cm .864' .300" \\��V�.,............l/.. .175" i�I,.,• . Revlsed By: Date: Revfsfon: .754° .750" .035' --►I�-� .02fi" ��-� ® Description: Drawn By: LAMIIG EXTRUDED O ROLLED O O WINDOW EXTRUSIONS J ROSOWSKI 72 81 BEADING SCREEN FRAME SCREEN FRAME ••/• (;'•, .`Jdi h_u,' 1070 TECHNOLOGY DRIVE RBe: Date: ,:/f,;,,��i.,,.•',.;.-;�;• N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 •"�� (941)-480-1600 +��i.��i �:r'�'I•'�•� ,�• Serlas/Modeh Seafe: Sheet: Drowing No. Rev. A!LYi Pjftl(U. P.E. CERT. OF AUTH. X29298 SH-5500 NTS 11 OF 13 MD-SH5500-01 A P.E.N 58705 TABLE 12: TABLE 12,CONT.: SILICONE HOT-MELT BUTYL BIII or Material BIII of Material,cont STRUCTURAL # Part# Description Material # Part# Description Material STRUCTURAL SILICONE 3/16"NOM. p p POLYISOBUTYLEN 114"NOM. FOAM 1 62 101 Single Hung Frame ea &Jambs-J-Channel PVC 720197 Auto Lock Mechanism C Steel WITH DESICCANT WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX #6 x 1-118"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH/DH Frame SIII-Flange PVC 50 76X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame SIII-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC INT.GLASS INT.GLASS 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tlit Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rall(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 7s 4SG TPS 77 SPACERU NXTTm 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 At 67 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cover PVC 68 720192 Metal Tilt Latch Finger Pull Cast Znc REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE 21 620157 Beveled Interlock 6005 T6 AI 59 420180 Pivot Bar Comer Key PVC SEAL 5116"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS 5/t8•NOM. BUTYL& SILICONESEAL 23 620150 Light Sash Reinforcement 6063 T6 AI 63 720191 Sash Pull Handle Cast Ano DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL 26 620153 Standard Meeting Rail Reinforcement 6005 T5 AI 65 7834FPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rall Reinforcement 6005 TS AI 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 76588 #8 x 518"Ph.FH SMS(Strike Plate Screw) SS 31 BQ300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lami I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPile 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 1101),85+/-5 duro. EPDM 35 78X1MTT7 #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7s DURASEAL® 79 XL EDGEIM 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum O SPACER SPACER 37 716698P 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 72030000( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X 2 PVC 41 #8 x 314"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance86 61816048 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 1 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material 76 Kommeding 4SG TPS Spacer System nso REVISED this plyinghaw 77 Quanex Super Spacer nXr with Hot Melt Butyl Sheet for Acceptance` 4 �ii t 6-o7t4.o3 78 Quanex Duraseal Spacer Materials •ri�nt �� 7 �2020 79 Cardinal XL Edge Spacer .�\�••.•�;•"r 11 f, Revised 8y: Date: ftevlalon: REFERENCE TEST REPORTS:FTL-8717,8968&8970 ........,���; A)ADDED SPACERS BY JR 05/05/16 Minmi)n4a PtaduarCo�y✓ ;.' t� Revised Dy: Dote: Revision: ` J�n ®. Description., Down By° C{ BILL OF MATERIAL(BOM) J ROSOWSKI ':��=,'•. •;,,ii:..r •'.;�„ 1070 TECHNOLOGY DRIVE T1t1e: Data: NOTES: ��>.'•.,l!, ;;;>%;.•' j;•;� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 �'�,•"" -'•`�.�` (941)-480-1600 ���; •i' )'�Il:.l., �••' Sedee/Model: Scale: Sheat. Dmwing No. Rev.- 1) ev:1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE Q'Y d'MILL18R,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, k, p, µ8B705 CERT. OF AUiH. #29296 S H-5500 NTS 12 OF 13 MD-SH550O-01 A OPT.SWEEP LOCK O 46 q8 OPT.AUTO LOCK 16 47 20 i 57 48 85 OR 58 I Oo 510R 52 � OPT.PULL RAIL j I 22 82 ORS 19 INTERLOCK& j a COVER j 56 I i I O 87 35 OPT. i BEVELED 1 I MITERED FRAME WITH j I 21 INTERLOCK �'••, INTERIOR AND EXTERIOR 16 i ! -o &COVER FRAME WELDS D 18 ., 54 72 X4 �• ��`'• T2 X4 I 16 53 I O50 �STpeA�ANGE—_ / ---------- 14SCREEN P�PCH "-49 „'•,� 60 OPT.PULL HANDLE ASSEMBLY 0 s gq WITH LATCH DETAILS CONSTANT FORCE �1I 65 16 62 OR 63 41 S 40 BALANCE a O OR OPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANDLE 63 87 1 16 P SASH — MITERED FRAME WITH INTERIORIERIOR AND EXTERIOR 37 ASSEMBLY' FRAME WELDS DETAILS 3` 66 � !l:""- `_� 36 EXTERIOR 53 38 59 -' ATTA ` „-- 8 _ CHES TO Bq PIiUDI1Cl'IifiVISF:U :vs complyingwith tF(a FIFly1de•z 5 : SA—p Coe ••, _--- WN E Arccptonco PM l6-O 14.03 - C �- _ _ -`�� f-_rpirnlpm Dale - FRAME _-evised Rn. Dote: Revision: y :. R 0 ASSEMBLY �•..:., C..:// DETAILS Revised Br. Dote: Revision: _. 0 Description: Drown By: EXTERIOR 116 EXPLODED ASSEMBLY J ROSOWSKI NOTES: '�'r.:...', t2'>>' .' 1070 TECHNOLOGY DRIVE 770.: Deis: 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. •..%1,�?1' . ;;,:'� N.VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS#1&S.OTHER FRAME TYPES APPLY. •�'j''::y: (941)-480-1600 /Model: Sceie: Sheet: Dmefi q No. Rev: 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. rrr; iS �'•' Series 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A:IYN�J;MILLE)i,P.E. CERT. OF AUTH. #29296 SH-5500 NTS 13 OF 13 M D-SH5500-01 A P.E.N 58705