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Home My WebLink AboutProduct Approval 9/30/2016 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ;� BCIS Site Map Links Search € F'o^da Product Approval USER:Public User 5 JUX�CS aa9 Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail 71 FL# FL242-R20 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 c" jrosowski@pgtindustries.com �e ti Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com �L( Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider 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 03/15/2016 Date Validated 03/22/2016 Date Pending FBC Approval Date Approved 03/22/2016 Date Revised 09/07/2016 haps://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7xgPPaiMYt)(5xTYajGop/o3d 114 9/30/2016 Florida Building Code Online Other:Please see the Miami-Dade County Notice of FL242 R20 II 15-0528.23 M.Ddf Acceptance(NCA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.8 HR-2710MI(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 13-1125.03 MI.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R20 II 13-1125.03 MI.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.9 HR-5410(Non-Impact) Vinyl Horizontal Roller Window, Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 15-0903.11.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R20 II 15-0903.11.Ddf Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.10 HR-5510(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 15-0903.10.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R20 II 15-0903.10.Ddf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.11 SGD-2500 Window(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 15-0609.09 WDW.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R20 II 15-0609.09 WDW.odf Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.12 SGD-770 Window(Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 15-1013.16.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/12/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R20 II 15-1013.16.Ddf Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: Bock t�°xt 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 publio-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(l),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: cLtzik https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7x9PPaiMYtX5xTYajGo°/pad 314 MIAMDADE MIAMI-DADS COUNTY 6 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) -*nyw.niiamidade.Qov/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"HR-5510"PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-HR5510-01 titled"Horizontal Roller-LM",sheets l through 18 of 18,dated 05/15115,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 Official. This NOA 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.15-0903.10 MIAMFDADE COUNTY �j Expiration Date: September 24,2020 g11 g J!'" Approval Date: September 24,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)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 series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-8072, dated 02/03/15, 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 series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. 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 series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511' Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 Manuel V- 0310 Product Controer HOANo. Expiration Date: September 24,2020 Approval Date: September 24,2015 E-1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAUCERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "ButaciteO 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 "SentryGlas® (CIear 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-5t'' Edition (2014),dated August 28,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest,dated August 28,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14,signed by Jaime Gascon,P.E. Supervisor,Product Control Section. G. OTHERS 1. None. Manuel re ,P.E. Product Contr E. miner NOA No. -0903.10 Expiration Date: September 24,2020 Approval Date: September 24,2015 E-2 DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LARGE&SMALL MISSILE 2-5 ANCHORS.SEE LEVEL,SEE SHEETS 6-8 IMPACT RESISTANT CLUSTER DETAILS SHEET 5 12-314'MAX.O.C. 1.1/4' SEE SHEETS 8,MAX I�—� - ,—,�B,SEE {r MAX. 9.16 r•_•#D,SEE 2d ANCHORS,SEE CLUSTER 15.85' �.I 18.84"MAX.O.C. SNEET4 DETAILS SHEET I r— SHEET3 �- --- SHEET 3 1 MAX.p•p• I B,SEE '----- -- . . \--------- ASEE r-- ._�1�".MAXI _._.__._�._..r. --, C,SEE _�_.—_._._._ .� _ SHEET3T 1y 1 10"MAX. _ ----- C _ SNEET4 E,SEE •� I C SHEET3'` E EQUALLY PACED / MAX. .C. Mme. MAXEQUALLY / / / 63' / 1T •� j BUCK SPACED MAX. APER HEIGHT ANCHORS PER TABLES 17-27 HEIGHT SEE TABLES 17-27 HEIGHT / SHEETS J 9.18 AX D. O X O X X O X MAX oC. 8'MAX 8"MAX. _ _ — SEE SILL LEPHOLES II SEESRLWEEPHOLE� _it WEEPHOLE SEE SILLDETAILS, C. � 3'MAX. -- IDETAILS, 4"O.C. 3'MAX WEEPHOLE 4'O.C.BETWEEN 3"MAXSHEET3 N 1BSNEET4 BETWEEN D DETAitS, WEEPHOLES EEPHOLES SHEET3 140'MAX.BUCK WIDTH 75"MAX.BUCK WIDTH 75'MAX.BUCK WIDTH ' ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUSTTEMPERED. 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 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GENERAL NOTES.. AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR)." ELEVATIONS...............................1 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 FRAME,GLASS&ANCHOR SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. OPTIONS.............................2 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 APPUED LOADS. INSTALLATION,FLANGE& 7)DESIGN PRESSURES: EQUAL LEGIBOX.................3 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. INSTALLATION,INTEGRAL FIN B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. &J-CHANNEL......................4 B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN GLAZING DETAILS........................5 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 WITH OTHER DISSIMILAR MATERIALS DESIGN PRESSURES...................0-8 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9-16 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES..,........_....EXTRUSION PROFILES..BOM17 10)REFERENCES:TEST REPORTS FTL-8072,8073&6074;ELCO ULTRACON NOA:ELCO CRETEFLEX NOA:ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER ASSEMBLY ......................................18 ..1 SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MUAL . AN - annrovrd..complyi.a Nur Ir. 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. Floral. uldl 0 J Dole USER INSTRUCTIONS: NDAa 11I IID deProduU Ceehal 1)DETERMINE THE SITE SPECIFIC.WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING 1(JINDLOAD STANDARD ASCE 7. \�\ � LYNNN /�� Rebleed By: Date: ReWelon: 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,X0,XOX),SIZE,GLAZING OPTION FROM(TABLE 1)AND �� ,rpN........M/(4 i�� — REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING ``�'�.• \,\CENSE.'•, ;p TABLES 6.16(SHEETS 6-B).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING . C':' Rebleed By: Date: Revlelon: OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. 'lt:• •• 3)DETERMINE THE MOST.SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION = N0.58705 _ CONDITIONS - /)VE 0ro _ ® DeaMptbn: nn Of. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES I7-27(SHEETS 9.18),VERIFY THE ANCHOR/SUBSTRATE WILL MEET •:-O•,Dl. �� GENERAL NOTES&ELEVATION REQUIREMENTS FOR YOUR OPENINGS J ROSOWSKI G'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET WjSET ARE MET. �� •, F ; 1070 TECHNOLOGY DRIVE Till. 5)INSTALL AS PER SHEET 3 FORFLANGEIEQUAL LEG INSTALLATION OR SHEET4 FOR INTEGRAL FIWJ-CHANNEL INSTALLATION. %'��'•.,FCORIOt',.•'•G,�;�` N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. •"'• (G�`� P.O. BOX 1529 Sl�O NAl- �� NOKOMIS:FL 34274 SeAee/Ilodeol el. Scole: Sh : Drawing No. Rev: NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, ,A-LVldo HILLER,P.E. HR-551 O NTS 1 OF 18 MD-HR5510-01 INTEGRAL FIN OR EQUAL LEGIBOX).SEE FIGURE B ON SHEET 2 REA 58705 CERT. OF Aum. X29296 TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glave Conditions Frame Gloss Typo Description(Listed from Exterior to Interior) Types Options Installation substrate Option Detail Sheet (see Flg B) (see Table 1) 5 7/8'Laminated I.O.:118"A Exterior Cap+7/16"Air Space+5116"Laminated;(2)Utes of 118"A Glass with.090"PVB Interlayer " 6 718"Laminated I.G.:118'T Exterior Cap+7/16"Air Space+6/16'Laminated;(2)Lltes of 1/8"A Glass with.09D"PVB Interlayer Through the Into 2X Wood Fremeleuckatrip-sheet 4,cellon 6 7 7/8"Laminated I.O.:3/16'A Exterior Cap+3/8°Air Space+5/16"Laminated;(2)Lites of 118"A Glass with.090"PVB Intedayer J�hannal 1-4 Integral fin...... ....Into Metal-sheet 4,option 8 l#1) Through the frame ....Into 2X Wood Frame/Buckstrip-sheet 4.Option 6 B 7I8°Laminated I.G.:3/16'T Exterior Cap+3/8"Air Space+6/16"Laminated;(2)Lites of 1/8"A Glass with.090°PVB Intedayer ofthe window...... ....into Metal-sheet 4,option 7 10 718"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5/16'Laminated;(2)Little of 116°H Glass with.090"SG Intedayer Into 2X Wood Frame/Buckstdp-shoot 3,option 1 11 '7/8"Laminated I.G.:3/16"A Exterior Cap+31W Air Space+5116"Laminated;(2)Utes of 1/8'H Glass with.090'SG Interlayer Flange 1 4 Through the frame....into Concrete/CMU-street 3,option 2 12 718"Laminated I.G.:3116'T Exterior Cap+Wit"Air Space+5116"Laminated;(2)Lites of 1/8"H Glass with.090'SG Intedayer (H2) of Ore window...... ....through 1XBuckstdp Into Concrete/CMU-sheet 3,option 3 14 7/8'Laminated I.O.:1/8"T Exterior Cap+5/161 Air Space+7/16"Laminated;(2)Lltes of 3/10'A Glass with.0901 SG Intedayer Into Metal-sheat 3,option 4 15 71W Laminated I.G.:3116"A Exterior Cap+114°Air Space+7/16°Laminated;(2)Liles of 3116"A Glass with.090"SG Intedayer Through the Into 2XWood FremetSuckship-sheet 4,option 5 Integral Fin 1-4 Integral fin...... ....Into Metal-sheet 4,option 8 16 7/8"Laminated I.G.:3116'T Exterior Cap+1J4"Air Space+7/16"Laminated;(2)Lites of 3116°A class with.090°SG Intedayer (rya) Through the frame••••into 2X Wood Frame/Buckstrip-shoat 4,option 6 EE SHEET 6,TABLE 5 FOR LAZINGIDESIGN PRESSURE ANCHORAGE INDEX. of the window...... ....into M010I-nhael 4,option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,11&15 ...Into 2X Wood Freme/Buoketrip-sheet 3,option 1 MAY NOT BE USED IN THE Box I Through the frame....into Concrete/CMU-street 3,option 2 Min.Edge Min. Equal-Leg 1-4 ofthewindow...... through p GroupAnchor Substrate HVHZ ABOVE 30'. ugh 1XBuckslri Into Concrete/CMU-sheet 3,option 3 Distance Embedment' • (a4) ....Into Metal-sheat 3,option 4 #10 SMS P.T.Southern Pine(SG=0.65) 16" 1 •MIN.OF 3 THREADS (etea.18-8 S.S. Steel,A36' 318° 0.050" BEYOND THE METAL Or 410 S.S.) Steel Stud,A653 GL 33' 3/8" 0.0451"(18 Ga.) SUBSTRATE.FOR FIGURE B:FRAME TYPES 'A'=ANNEALED 0.050" STEEL STUDS, "H"=HEAT STRENGTHENED A Aluminum,8083.75• 3/8' MIN.Fu=45 KSI& 'T"=TEMPERED P.T.Southern Pine(SG=0.55) 7/16" 1-3/8' MIN.Fy=33 KSI. PVB'PVB'=.090'BUTACITE®PVB 3116'steel Ultracon Concrete(min.2.85 Rai) 1" 1.3/8" 2 4 BY KURARAY AMERICA,INC. Ungrouted CMU,(ASTM G-90) 2-1/2' 1-114' 'UNGROUTED CMU' 0 VALUES MAY BE 'SG'=.090'SENTRYGLASQJ #12 SMS P.T.Southern Pine(SG=0.55) 9/16° 13/8" USED FOR GROUTED BOX OR INTERLAYER BY KURARAY B (steel, SM S.S. Steel,A36• 316' 0.050' CMU APPLICATIONS. FLANGE EQUAL- AMERICA,INC. or 410 S.S.) Steel Stud,A653 GG 33' 3/8° 0.0451'(18 Ga.) INSTALLATION NOTES,SEE SHEETS 3&4 FOR ILLUSTRATIONS: LEG Aluminum,8063-T61 3/8" 0.063" Concrete(min.2.85 kat) 1" 1.3/4° 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON 0 1/4"steel-Ultracon Ungrouted CMU, ASTM C90 2-112° 1_1/4" TABLES 2&3.THIS SHEET.FOLLOW EMBEDMENT AND EDGE _ 9 ( ) DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE 1/4"steel Creteflex Concrete(min.3.35 Rai) 1° 1314° USED ON ANYSIDEOFTHEWINDOW. 114"steel Ultracon Concrete(min.2.85 ksl) 2-1/2° 13/4" 2)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1316" 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO 1 3 1/4"steel Cretegex Concrete(min.3.35 Rai) 2-1/2' 13/4" BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE INTEGRAL Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD J-CHANNEL FIN D 1/4"steel Creteflex P.T.Southern Pine = SG0.55 " 13/8" BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER.IX AND 2X ( ) 1BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 1/4"steel Aggre-Gator Concrete(min.3.275 kat) 1-112" 13/8" TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND P.T.Southem Pine SG=D.55 1" 13 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR 114'steel Aggre-Gator Grouted CMU,(ASTM C-90) 2" 2' ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. Approvrd m asmplying with lh� Fbrhle idl C�I nO Min.Edge Min. Oete Group Anchor Substrate 4)SEE SHEET 14 FOR OPTIONAL EGRESS LOCK DETAILS. NOAa Distance Embedment• lilt O E 2-1/2"x.131'Common Nall P.T.Southem Pine(SG=0.55) 318° 2-7/18' ��\\\ LYNN Il/ Revved ey: Dote: Redston srnl a erodact �dtrol 2-112'Ring-shank Roofing Nail P.T.Southern Pine(SG=0.55) 318" 2-7/16° � 2�C.f"••• "M/<< � B� �'�'/ P.T.Southern Pine(SG=0.65) 1/2' 1.318° '�C:• v.\GENSF•'•.FP Rerlaed By: Dote: RoNe7on: `f #10 Trusshead SMS _ /c: Aluminum,808375• 316° 0.050' No.56705 (steel,18$S.S. Steel Stud,Or.331 3!8" 0.0451'(18 Ga.) _ _ ® OeseApR 0no"n or 410 S.S.) MIN.oF3 :Q:_ GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F Steel,A38" 3/8' 0.050' -13 THREADS BEYOND IS W . #12 SMS P.T.Southern Pine(SG=0.55) 9116' 13/a' THE METAL 1O L T�OF 4/ 1070 TECHNOLOGY DRIVE title: Date: Aluminum,6063.751 318' 0,083' SUBSTRATE.FOR % �`•'••,/'<OR1UI`.•'••�•�: tt.VENICE. FL 34275 HORIZONTAL ROLLER-LM 05/15/15 (steel,183 S.S. STEEL STUDS.. �i�v •..... �V'�� P.O. BOX 1529 or 410 S.S.) Steel Stud,GG 33' 3!8' 0.050' MIN.Fu=45 KSI 8 �i�s�5�/(�N �v�� NOKOMIS;FL 34274 Serfas/Modeh Scale: Sneet: Drow7ng No. Rer. Steel,A36* 31e• 0.050" MIN.Fy=33 KSI. n LYryr1 g4t'aR;P.E. HR-5510 NTS 2 OF 18 MD-HR5510-01 REA 59705 CERT.OF AUrH. X29298 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION 21 OR 22 OR 23 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU. INSTALLATION EMBEDMENT AND EDGE OPTION 4 SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8) SEE NOTE 2,SHEET 2. OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH TYPICAL FOR ALL ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2,SHEET 2. FRAME INTO METAL "XO"OR'OX'SASH 1/4"MAXSHIM EMBEOME FRAME INTO 2X WOOD 16 29 FRAME OR BUCKSTRIP. 1/4'MAX.SHIM 19 18 30 28 SEE NOTE 2,SHEET 2. 13 OPERABLE EMBEDMENT 43 EDGE 20 40 SASH DISTANCE FLANGE ------ SMS SEE 37-39 I #10 OR 012 STEEL o _ FRAME i i - SHOWN J—J.. TABLE 2,SHEET 2. 2 29 TYRANCHORTYPE, �1l4'MAX SHIM FIXED 41 ^' I o �� O _ EMSEDMENTAND 2 ❑❑ 13 ❑ LITE r_ I VISIBLE SUBSTRAE,SEE DISTANCE PER LIGHT WIDTH .. TABLE 2,SHEET � -�f �❑ TABLE 2,SHEET 2. 72 0 o it 85 87 J DADE APPROVED MULLION, �Da� I - 42 D 29 FSC COMPLIANT _ I VISIBLE I _ EXTERIOR ' ALUMINLJWSTEEL FRAMING FLANGE 72 LIGHT WIDTH III"'�� 14 fl.. 4 EQUAL OR STEEL STUD.MAY BE FRAME 24 OR 25 OR 26 \/ LEG (1)AT MID-SPAN OF INTERLOCK VISIBLEFIXED VERTICAL OR HORIZONTAL. SHOWN SEE SHEETS 6-8)TYPICAL FOR ALL FRAME 43 (1)3-1/2 FROM EACH SASH LIGHT SEE SUBSTRATE PROPERTIES, (' ' " SHOWN CORNER AND(1)AT CENTER OF LITE XOOROX"FIXED MEETING RAIL HEIGHT TABLE 2,SHEET 2 BUCK WIDTH SASH STILESIRAILS 29 HORIZONTAL SECTION A-A(OX) 22 OREE23 28 19 16 (SEE SHEETS 6.8)TYPICAL BUCK 30 16 FOR ALL'XOX"SASH HEIGHT EXTERIOR 43 OPERABLE 20 OPERABLE 43 OPERABLE o SASH 40 - o SASH o SASH r 3739 VISIBLE ❑ ;I ,I f =;r r 21 OROOR 23 LIGHT 0 it .I (SEE SHEETS 6-8) HEIGHT IL , 28 TYPICAL FOR ❑ _� _ ti 41 FIXED o o ❑ ALL SASH 16 ❑� VISIBLE LITEo VISIBLE 86 45 47 LIGHT WIDTH ir- `� --,( LIGHT WIDTH 81 43 r -97 29 FLANGE o i. FRAME 85 o ' o 87 WEEP k_@ 29 , 15 SHOWN C=��_f _�L_ NOTCHES =0 O �� 42 EXTERIOR 0 VISIBLE �(J 3/4'X1/4' n O 1-1/4'X 1/4• 34 I 25 OR 28 LIGHT WIDTH 72 14 v - 2 (SEE SHEETS 6.8)TYPICAL FOR 33 4 ALL"XOX"FIXED MEETING RAIL BUCK WIDTH '14 MAX: f'r EQUAL-LEG 4ppror In.eamplying nitY thr SHIM HORIZONTAL SECTION E-E(XOX) FRAME FIaHdO Ml C INSTALLATION AS PER SECTION A-A ABOVE SHOWN Dnta QUALLEG NOAO FRAME SHOWN �T ��, .I LYNN /��ii ReNa�d By: Date: R�Wolon: Mleml b de ProduN Irol INSTALLATION EMBEDMENT \`��otJ"' ....M/�l�c''� °y^ OPTION 2 y;T� >GL'NSF - RaNeed By Date: Revlefon: ANCHORED THROUGH '• `�t No.58705 •;Tr FRAME DIRECTLY INTO •" _ - Drawn BY: CONCRETE/CMU. EDGE _ ® Deserfptlon: TYP.ANCHOR TYPE, DISTANCE VISIBLE LIGHT FORMULAS -'U - c� I�rlg ;�y FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSK{ EMBEDMENT AND EDGE VERTICAL (EQUAL-LITE,XO&(EQUAL-LITE.XO O)Q ��p•'., STAI E r• �` 1070 TECHNOLOGY DRIVE iItle: Dote: D NCE PER SUBSTRATE, WIDTH:BUCK WIDTH/2.4.1/4" %��(''•,FIORIDP.•'G,\`\� N P.O. oNI B4OXFL 34 75 HORIZONTAL ROLLER-LM 05/15/15 S E2 S SECTION B-B 29 HEIGHT:BUCK HEIGHT-7-114' isS' rr /OP�A�-�\�� NOKOMIS; FL 34274 Sedee/Ftodel: Scale: Sheet: Drawing No. Ror. r A.LYNN MICL�R,P.E. CERT. OF Aunt. y2B290 HR-5510 NTS 30F 18 MD-HR5510-01 P.E.#58705 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 @ORn22 OR 23 WOOD FRAME OR BUCKSTRIP,SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME (SEE SHtETS 6-8) NOTE ZSHEET 2. ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL PIN INTO 2X EMBEDMENT FIN/FLANGE REMOVED) 'XO'OR'0XSASH WOOD FRAME OR BUCK- STRIP.SEE NOTE2, EDGE 1/4'MAX.SHIM 19 1 30 16 SHEET 2. DISTANCE 2 J�l 3D 20 40 OPERABLE 4 EDGE J-CHANNEL #10 OR#12 STEEL SASH 28 DISTANCE FRAME SHOWN SMS(GS),SEE 37-39 TABLE 2,SHEET 2. XYZ1 CD28 i TYP.ANCHOR TYPE, 1/4"MAXSHIM 41 EMBEOMSNTAND FIXED JLJ EDGE DISTANCE PER TYP.ANCHOR TYPE, FIN AND/OR / LITE VISIBLE SUBSTRATE,SEE EMBEDMENT AND EDGE FLANGE MAYBE / I LIGHT WIDTH TABLE 2.SHEET 2. 72 DISTANCE PER SUBSTRATE, REMOVED IN-FIELD (SCREW SHOWN) SEE TABLE 3,SHEET 2. � F 85 87 W 13 FRAME DADE APPROVED MULL, VISIBLE 42 EXTERIOR SHOWN 29 FBC COMPLIANT LIGHT WIDTH ALUMINUWSTEELFRAMING 72 14 3 VISIBLE OR STEEL STUD.MAY BE 24 OR 2@5 OR 26 LIGHT FIXED VERTICAL OR HORIZONTAL (SEE SHEETS 6-8)TYPICAL FOR ALL LITE SEE SUBSTRATE PROPERTIES, *XO'OR'OX"FIXED MEETING RAIL HEIGHT TABLES 2 8 3,SHEET 2. — BUCK WIDTH INSTALLATION HORIZONTAL SECTION C-C(OX) 22 OR(23) OPTION 8 (SEE SHEETS 6-8) ANCHOREDTHROUGH 29TYPICAL FOR FIN INTO METAL 28 30 16 '19 '16 ALL 700 (FLANGE MAY BE REMOVED) SUCK EXTERIOR OPERABLE 20 OPERABLE 43 SASH HEIGHT <3 SASH 40 SASH 0100R#12 STEEL VISIBLE O[j SMS(GS).SEE 21 R 2@2 OR 23 LIGHT f11. OPERABLE TABLE 2,SHEET 2. MmE SHEETS 6-8) HEIGHT SASH 28 0 TYPICAL FOR 41 c: ALL SASH— 16 o I I O FIXED VISIBLE LITE U 45 47 LIGHTWIDTH L OPT. N-(8)0 81 FRAMEFIN 87 85 WEEP 29 SHOWN NOTCHES 29 0 42 C= 3M'A*X 1t4' VISIBLE EXTERIOR i-114"X 114"lz, 15 3 k5o LIGHTWIDTH 14 J-CHANNEL (SEE SHEETS 65-8)TYPICAL FOR ALL'XOX'FIXED MEETING RAIL FRAME 33 SHOWN SUCK WIDTH 3 1 HORIZONTAL SECTION F-F(XOX) 4ppmvd as cvmpl*g with th" SHIM AT MID-SPAN OF INTERLOCK I Flotilla Idle Cws 1 1 3 INSTALLA.11?VAS PER SECTION DO ABOVE 0.1. nphiT 114.r2oll; FIN FRAME (gl(m) -Ilr FROM EACH SASH "'AkIl ItIl'. NOAH SHOWN CORNER AND(1)AT CENTER OF LYNN HOW"d Br. Date. m MID Pmductc,nw SASH STILESIRMLS Rafalon: TYP.ANCHORTYPE. EMBEOMENTAND EDGE DISTANCE PER 'iMD D �=EDGE DISTANCE Dote: ftevislan; SUBSTRATE,SEE SEE No.54705 U == TABLE 3,SHEET 2. EMBEDMENT z Description: Drown By., VISIBLE LIGHT FOR //� J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI _2' -7 FORMULAS INSTALLATION OPTION VERTICAL (EQUAL-LITE,XO&OX) TfE A!®r ANCHORED THROUGH INTEGRAL FIN SECTION D-D 1070 TECHNOLOGY DRIVE Title., Date. WIDTH:BUCK WIDTH 12-4-1/4' N.VENICE. FL 34275 INTO 2X WOOD FRAME OR BUCK- HORIZONTAL ROLLER-LM 05/15115 STRIP.SEE NOTE 2,SHEET 2. HEIGHT.BUCK HEIGHT-711,r P.O. BOX 134274 1 NOKOMIS; L 34274 Serf.,/Afodalk cum OF AUTIL#29296 HR-5510 JSNTS Sheet: I'Mg-AOR' 5510-01 1,7- 4'MAX.O.C. --� r- 7/B'NOM. —►{ 718'NOM. 7/0"NOM. 718'NOM. 5116"A/A PVB 5/16"A/A PVB I 5/16"A/A PVB I 5116"AIA PVB �j/ 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 1/8:'A GLASS 1/8"T GLASS 3/16"A GLASS 3/18"T GLASS ' c]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 5-ANCHOR CLUSTER DETAIL DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR 4"MAX.O.C. CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 71B'NOM. � � 7/B'NOM. � � 7!8"NOM. � � 7/8' O.M. �—• 5/16"H/H SG 5116"H/H SG 5/16"H/H SG 7/16"A/A SG 3/8"AIR SPACE 5/16"AIRSPACE -ANCHOR CLUSTER DETAIL 7/16"AIR SPACE 3/8"AIR SPACE 4 1/8"T GLASS--\ 3/16"A GLASS 3116"T GLASS--\ 1/8"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 4'MAX.D.C. r-- DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 —►{ 718'NOM. 718"NOM. LASS 3-ANCHOR CLUSTER DETA78IL OR 77 R 78 BTETYPGI I 7/16"A/A SG 7116"A/A SG 72 74 1/4"AIR SPACE 114"AIR SPACE 8"MAX.O.C. EXTERIOR ' 4'MIN.O.C. 1 a 3/16"A GLASS 3/16"T GLASS 28 a EXTERIOR a EXTERIOR 29 75 DURASEAL, DURASEAL, 29 SUPERSPACEROR— SUPERSPACER CARDINAL PACER CARDINAL PACER Fl.dd acamplyln8wllh Iln• GLASS TYPE 15 GLASS TYPE 16 Nat Aalal g e NOAH Rev/sed 8Y: Dote: Ravielon: 61 aml De a■a Pant 2-ANCHOR CLUSTER DETAIL � � • ``` I LYNN 8, " a e .•�tcENSF' FP • "• •' Revised W. Date: Revlslon: TYP. GLAZING DETAIL `�':` ND.58705 GLASS TYPES 5,7,11 8 15 _ = Drawn W. MAY NOT BE USED IN THE GLAZING NOTES: 71( ® Desariptlon: HVHZ ABOVE W. "A'=ANNEALED �d1 ctl; GLAZING DETAILS J ROSOWSKI. "H"=HEAT STRENGTHENED �1 1 1 S 'T'=TEMPERED () S TE F - L/� 1070 TECHNOLOGY DRIVE Ttue: Dote: 'GLASS TYPES 10.12814-18 "PVB"=.090'BUTACITEG PVB BY KURARAY AMERICA.INC. %��( FLORIOP,.•'G\� N. VENICE. FL 34275• HORIZONTAL ROLLER WINDOW-LM 05/15/15 MAY NOT BE USED WITH 'SG'_.090'SENTRYGLASG INTERLAYER BY KURARAY AMERICA,INC. �S$/S"T �`?``\\ NOK MIS;FL1529 314274 Serias/Modet: Saab: Sheet: Drawing No. Rev. FIN FRAMES R INTEGRAL FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. 'rv�!LYNN�"JLER,P.E HR-5510 NTS 5 OF 18 MD-HR5510-01 P.E.N 59705 CERT. OF AURi. X29296 TABLE 6: TABLE 7: Glass TYpes Design pressure(IbBRt2) oleos Types Design Pressure(Ibsfft2) forXOorOXW1ndaws 5-6 for XO or OXVVIndowe Relnf.Level Rl A0 Buck Heights up to 54• Retnt Level R2 A0 Buck Heights up to 54• All Buck Widths +50(-50 AO Buck Widths +05(-70 up to 75' up to 75• SEE TABLE iT FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE o p HEADER HEADER TABLE 5: Index to All Design PrGBBure and Anchor Quantity Tables SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 21 FOR WINDOWS WITH 9 O 21 Max. Max. Glass Rent. Design Pressure Anchor Quantity LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT ' Width Haight Type Laval (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH IN FIGURES APPLY TO ALL HEIGHT IN FI GU RES APPLY TO ALL HEIGHT 64 f 0 8 FRAME TYPES 8 FRAME TYPES 8 75• 54' SCONFIGURATIONS) D 21 CONFIGURATIONS) 21 83' 3 8 7 19 10 ` 72' 4 10 B 20 10 XD 54' —1 -6 8 T 9. D or 64• 2 , ..8_ 1B 9 OX 75' 83' 0.0 3 8 7 !8 10 03• 4 it 0–1 21 11 RIOR SILL MIKIVOR SILL 72' 10 .8 20 10 75• 78• '10.12 4 !2 a 22 11 o 1! S-0 3 e 7 23 12 120• 83' S SASH MOTH – SASH WIDTH — kDx 7 8 8 4 14 8 26 14 140• gig• 10.12 4 15 8 28 15 0 14-18 4 10 a 27 10 MEETING RAIL O MEETING RAIL 24 25 n 21 21 0 21 21 JAMB EXTFRIOR - JAMS g pOR n o o n a V Approwd u complying with 294 Pler11 a g C Oats NOAB Rased 81DotRayleforn I.YNN mi Dde Predect (IhLLa ..........,l(F No.60705 Rewind,DDote: tn r_I} NOTES: --'�'., DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ';O�'•. C 1070 TECHNOLOGY DRIVE We: Date: 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILA2)FRAME DIMENSIONS ARE SUCK WIDTH AND BUCK HEIGHTBLE WIDTH OR HSHEETS 3-4). EIGHT DIMENSIONH SIZE IS AS ERTHE FIGUREHOWN ON THE TABLE, �� SS•.tURiO., �i j; N.PO.B OX 54275 HORIZONTAL ROLLER-LM _ 05!15/15 4)`114.1/2.114•AND'113-113-113-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH fit (�+`IA S`' NOKOMIS, FL 34271 RANGE IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN I I Sadee/Modeh Scale. sheeC Dmwing No. Ras THE RANGE. A.LYPE0M181705'P'E' CERT.OF AUTH.#20296 HR-5510 NTS 6 OF 18 MD -HR5510-01 _1 QATI ee Design Pressure(lbse)for XOOrOXWiindowsR3 All Buck Heights up to 63'0ths +50/-50 HEADER SEE TABLE 19 FOR ANCHORAGEDesign Pressuro(Ibsf e)1brXOX 22 Sash Saah ReJnLLove] CotJiOureilon Wie(i 1owBuck 6 Range(in) Window Buck Height SASH R9 48' 64- 03' HEIGHT 35.1!4' Yi-�- 11.391-11.391 +50,0 -50.0 +50.0 -%0 +50,0 750.0 O 38' 12.300-12.300 +50.0 .50.0 +50.0 50.0 +50.0 .50.0 22 45.118• Y- -Y 111.391-13.397 +5D.O -50.0 +50,0 50.0 +540 54.0 %-Y.-Y. 13.396.14.683 +SD,D •50.0 +50.0 50.0 +50,0 •50.0 O 47.314' y-YA-y4 11.391-12.297 +5D.0 50.0 +50.0 -50.0 +50.0 50.0 12.296-15.556 +50.0 Sao +50.0 s9.0 +50-0 50.0 exreRIOR SILL Custom 11.391•12.010 +50.0 5QO +50.0 -50.0 +50.0 50.0 a 52.1!8' TRY,. 12.017-13.397. +5D.0 I •Sao +50-9 450.0 1+5D.0 -5o.D %-%-Ya 113.398-17.016 +50.0 Sao +50.0 -50.0 1 +50.0 -50.0 Custom 11.391-13.397 +50.0 50.0 +50.0 -50.0 +5D.0 -50.0 SASH WIDTH - 60" Y.-X4 13.398-15.350 +50.0 I 50,0 +50.0 -50.0 +50.0 -50.0 %-%-% 15.361.19.641 +50.0 50.0 +50.0 -50.0 +50.0 •50,0 Custom 11,391-13.397 +50.0 %0 +50..0 50.0 +50.0 50.0 MEETING RAIL D 75" X-%-Y, 13.398.19.110 +50,0 •50.0 +50.0 50.0 +50.0 50.0 25 y%Z-Ya 19.111-24.841 +50.0 •50.0 +50.0 -50.0 +50.0 -50.0 Custom 18.360.19.397 +50.0 •50.0 +50.0 50.0 +49.1* .49.11 22 22 0 90" y_y.4 19.398-24.360 +50D %0 .50.050.0 +50.0 1 50.0 JAMS Exrn ron o %-Ys--% 24.361-30.300 +50.0 -54.0 +50.0 .50.0 1+50.0 1 56.0 v 120" %l-y. -30.360 +50.0 -%0 +50.0 -50.0 1449111 49.1' •+501-50 FOR GLASS TYPES 6.0 SEE TABLE 23 FOR ANCHORAGE _•'MIN.SASH SIZE_VVIN°OW WIDTH-5928 SECTION DETAIL 2 FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLYTO ALL FRAME TYPES 8 Approved u mmplyiu$WM IM CONFIGURATIONS) - Flo, dl C Pete `\\ LYNN•M((!r!!!/ RevbvdBy: Dare: Radalon: Ax De hWaN � c'ENS (F % _ Qom;• 41 'p C Red-d 8y. Doter .Revis ; No.587055 0 DeearlpBon: Drawn By: NOTES: ='6 sl TE)`S .'� DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. "" d _ DRIVE Title: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4).SASH SIZE IS AS PER THE FIGURE. �' C�'•. FLORIDP.•'�,`�� 1 R4 TECHNOLOGY 42 5 HORIZONTAL ROLLER-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE �i!!s4.,'•N •'�t.1``�` P.D.BOX 1529 4)'114.112-174-AND 9!3.113-113'IND16AATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH !!�/O �- ``�� NOK.O.B, FL 34274 Sadea/Madeh SCo(e: Sheep growing No. Rev: RANGE R IN THE AbJACENT COLUMN,'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A,LOOS MIL'A.�R,P.E. THE RANGE' 5 CERT.OF AU1H.RE.#5e70P22906 HR-5510 NTS 7 OF 18 MD-HR5510-01 TABLE 11_ TABLE 12: TABLE 13: Glass Types Design Pressure(tbstitr)for Glass Types Design Pressure(Ibs(tt')for Glass Type e TABLE 10: 5-8 XO or OX Windows 10-12 6 14-16 XO or OX Windows 5&6 sash Wide, Design Preasuro(tbsW)forXOX Windows Remi.Levet Window Buck H 1 Reint.Lent Window Buck Ha Retnt Level Conigum8on Range¢m} Window Buck lie Glace Types Design Pressure(Ibalit�) R4 4B' 54' 63" R4 54" 63" 76" R4 30" 48' 54" 83' 6-8 for XO or OX Windows 25-112' +850 -70.0 +65.0 -70.0 1+65.0 -740 25.112' +85.0 -110.4 +65.0 .118.0 +B50 .1140 Custom 11,391-13.397 +e5.0 -7oA +a5.0 7oo +BS.o -7o.4 +85,0 -65.3 Relnt Level R4 All Buck Heights up to 72' f3 28_ +850 .70.0 +85.0 -70.0 +65.0 -740 28" +65.0 -110.8 +88.0 -110.0 +05.0 .110.0 W. Y+-)5-Y 13.398-15.360 +85.0 1 •78.0 1+65.0 -70.0 +65.0 •70.0 +65.0 -70.0 36" +65,0 70.4 +05.0 -700 +65.0 -70.0 36" +65.0 -110.0 +85.0 -118,0 +85.0 -110.0 l+-'f"'Y+ iS•381`19.841 'ta5.0 70.0 +65.4 -10.4 +65.4 70.0 +65.0 740 AB oto TV +50/-50 ;; 42• 70.. .. Cwlom 11.391.13.307 +65.0 -70.0 +65,0 -69.6 +83.3 •63.3 +53.2 -53.2 +507-50 +850 70.0 +85.0 0 1650 -740 42 +65.0 .110.0 +86,0 .110.0 +65.0 -710.0 SEE TABLE 20 FOR ANCHORAGE 48 +85.0 -70.0 +65.0 -70.0 +85.0 -740 48" +65.0 •110.0 +66.0 -110,0 +65.0 .110.0 m T5' X-y_X 13.390-ig.110 +65.0 -70,0 +65,0 70.4 +65.8 .60.5 +58.2 -0.2 60' +650 -70.0 +65.4 -78,0 +65,0 .740 60" +65.8 -110.0 +65.0 -110.0 +85.0 •939 %-X-% 19.111-24.041 +BS.a -70,0 +85.0 -70.0 +65.4 -70.0 +65.0 -66.0 T5' +850 -70.0 +85.8 -70.0 +84.3• 84.3' 75" +65.0 -110.0 '+65.0 •103.5 +650 .80.0 Custom 18.360-18.397 +65.0 •70.0 +594 •59.9 +55,5 55,5 +49.1 -49,1 +851-70 FOR GLASS TYPES 6-8 SEE TABLE 22 FORANCHORAGE 8g• X-X-X 19.398-24.360 +55.4 70.8 +62.1 52.1 +50,0 -%0 +50.3 50.3 SEE TABLE 21 FOR ANCHORAGE X-y-X 24.381.30.388 +65.0 -70.0 +85.0 -70.0 +BSD 51,3 1$7.0 5740 TABLE 55: 0 120' X.}y_X .• -30.380 +65.0 -70.0 +09.8 59.9 +SSS 55,5 +49,1 49,1 Giese Types Design Pressure(lbslfe)for XOX WINDOW WIDTH-59.26 70-12 Seeh Width HEADER ••MIN.SASH SIZE_- 2 SEE TABLE 24 FOR ANCHORAGE Gonigula"On •. ... TABLE Types Rainf.Lav711 Wldlh n Ows � Range{in} window Beak tis M Glace 7#000 A8" I 64' 63' 7&8 Sash Sash Design Pressure(Wee)for XOX Windows C6stam 11.391-13.397 +65.0 -1110.0 +BSA -110.0 +85.0 -1to,0 ReinL tsvot Coorawation Width Range on) wrMSow Buck Haight 60' X-)/,-X 13.398-15.360 +65.0 410.0 +65.0 -118.0 +65.0 •110.0 R4 38" 48• 64• or X-Y-X 15.381-19.841 .850 -110.0 +65.0 -itD.O +85.0 -110,0 O 23 Custom 71.394.13.397 +85.0 -70.0 +65,0 70.0 +85.0 70.4 +650 70.0 Custom 11.391-13.397 +65.0 -110.0 +85.0 -110.0 +65.8 -1140 6V y,-y,-Y, 13.398-15.360 +65.0 -70.D +65.0 -70.4 +85.0 -78.0 +65.0 •70.0 75" X_Yz_X 13.308-19.118 +85.0 -110.0 +65.0 •Ilo.o +05.o -110.0 SASHX-X-X 15.381-19.441 +65.0 70.0 +65.0 -70.0. +65,0 10.0 +65.0 -70.0 %-%-X 19.111-24.641 +65.0 -110.0 +85.0 -110.0 +85.0 •i10,o HEIGHT } Custom 11.391-13.397 +05,0 -70.4 +65,0 -70.0 +65,0 -70.0 +65.0 -70.0 cO Custom 17.841`19.397 +115.0 •110.0 +65.0 -110.4 +65.0' 484.61 75' X Y Y -,- 13.398-19.110 +ss.o ao.o +65.0 ao.o +ss,o aa.o +Bs.o 70.0 98" %-%.X 19.398-24.380 +65.0 1.110.01+85.0 1-110.0 +65.0• -109.5' 23 SS-Y,-)f 19.111-24.641 +65.0 70.0 +65,0 -70.0 +WO 70.o +65.0 70,0 24.367-31.641 +850 -110.0 +85.4 -110.4 +85.0 -110,0 Custom 10.388.19.397 +840 1 -70.0 +65.0 -70.0 +65.0 -70.0 +85.0• 87.2' 112, X-Y,-% 29.641-32.515 +65.0 -110.0 +85.0 -110.0 +05.0' •104.6' �+ X-X-X 19.398-24.360 +65.0 -70.0 +0.54 -70.0 +85.0 70.0 +85.0• 88:8' %-Y,-X 32.616-34641 +65.0 •710.0 +85.0 -Iio.o +65,0 -"0.0 24.361-30.360 +65,0 -70.4 +65.4 -70.0 +65.0 -7iA +85.o -700 exrEMR 12o' +-X.X -30.380 +65.0 -70.0 +85.0 70.0 +65.0 -70.8 +65.0' 87.2' 140'" Custom -39.841 +65.0 -110.0 +850 -110.0 +85.0• -/04.8' SILL +651.110 FOR GLASS TYPES 11 812 •+651-70 FOR GLASS TYPE 8 SEE TABLE 25 FOR ANCHORAGE SEE TABLE 26 FOR ANCHORAGE YANDOW WIDTH-89.28 WINDOW WIDTH-60,72 "'MIN.SASH SIZE "MiN.SASHSiZE= 2 2 TABLE 18: Glass TypesSASH WIDTH - 14-isSash Sash DesignPressure(Ibolftz)for XOX Width Windows_ SECTION DETAIL R41n1.Level Custom 17.391013.397 ..d0' OA�+85A�"110.0 t• 83" n +65,0 11 _Book HalOhl 115.0 ..- MEETING RAIL FOR WINDOWS WITH Rang. n __ ndow - LEVEL R4 REINFORCEMENT -110,0 28 (REINFORCEMENTS SHOWN 13.398-18.380 s8S,0 -118.0 +85.0 -118.0 +85.0 -110.0 IN FIGURES APPLY TO ALL 15.301-19.841 +65,0 -110.4 +650 410.0 +65,0 -140.0 23 23 FRAME TYPES& Custom 11.391-11397 +050 -110.0 +85.0 -110.0 +65.0 -109,3 JAMB s,rBRmR CONFIGURATIONS) �n1 0 76' X_y_X 13,398-19.114 *6540 -118.4 +65.0 1410.0 +65.0 402.01 V Fducaavply ). 3ng,+rtYntA- X-X- 19.111•24.841 +85,0 -110,0 +85.0 -110.0 +65,4 -102.9 Floridabllde sial a' Custom 17.041-18.387 +66.0 -110.0 +65.0 1-110.0 +65.0 57,4 Best 98' X-X l 19.388-24.380 +65.0 -110.0 +85.0 -118.0 +85.0 -92,0 vvvvv771Il1((77!/ Revised 8Y late: ttOAa a 1yq Y,-Y-Ys 24.387-31.841 +85,0 -170.0 +85.0 -110.0 065.0 58,4 \�� ( LYNN Y.-X•X 28.645-32.515 4854 -110.8 jim +85.0 -84.3 .` �.• �1 120" �a�•.•'�tCENSF'•,F"Q !, Revised Dy: Doty. Rawsram. -X% 37 610-39.641 +85.0 -110.8 +65.8 -80.0 j 140' Custom -39.641 +65.0 -110.0 +65.0 -80,0 :• No•58705 NOTES: •• SEE TABLE 27 FOR ANCHORAGE _ _ In. Description: Drown ey. /11 �+ DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ` � / 1470 TECHNOLOGY DRIVE 77De: Date: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34).SASH SIZE IS AS PER THE FIGURE. GG Ai SOF .<{!M1� 3)FOR SIZES NOT SHOWN,ROUND UPTOTHENEXT AVAILABLE WIDTH ORHEIGHT DIMENSION SHOWN ONTHETABLE. %fi•• R a,, N.VENICE, HORIZONTAL ROLLER-LM 05/15/15 LO{;IDP.•' P.O. BOX 1529 4)-1/4-112-114'AND-113413.173'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH ifii4 "•••• ��` NOKOMIS,FL 34274 RANGE IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN // vs/ v SerBs/41odaC Seats: ShiM1: pro No. Rev: THE RANGE. (n71,r�A'6{IL�ES,.R>r. CERT.OF Aum. #29296 HR-5510 NTS 80 _01 18 MD-HR5510-01 �.Ete Said TABLE 17'. Glass Types Anchor Quantities for XO orOX Windows Max.Anchor O.C. Anchor Anchor — 5-8 Sash 30"Height 3B"Height 48"Height 54'Height 30"Height 3B"Height 48"Height 54"He(ght Spacing for"integral- Group E Group F Width Head Head " Head Head Head Head m Head Head Fln"Installation 3.8" 4" Relnt Level (in) E R1 $sm � $sm � $Sill m � a sm � &stB � &Sill g $sm t GUIDE TO USING ANCHOR QUANTITY TABLES Anchor Group A Anchor Group C 25112" 12.147 1+C2+1 2 I+C2+1 3 1+C2+1 3 1+G2+1 3 I+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 4pMuvedcrrompgfn�wp6ge FOR OX WINDOWS(XO SIMILAR): aI c . 28" 13.397 I+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 t+C2+1 2 1+C2+1 3 1+C2+1' 3 1+C2+1 3 ANCHOR QUANTITY It. x 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 PER JAMB -mi. dc, do 101 D 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 t5 m HEAD AND SILL ANCHOR QUANTITY: 48" 23.397 1+C2+1 2 1+C2+1 3 i+02+1 3 1+C2+1 3 1+C2+1 2 i+C2+1 3 S+C2+1 3 1+02+1 3 (2)ANCHORSATTHE FIXED SECTION +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAL 80" 29.397 2+02+2 2 2+G2+2 3 2+02+2 3 2+G2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+02+2 3 +(2)ANCHORS ATTHE SASH 75" 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+02+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL w Anchor Group B Anchor Group D SEE ELEVATION,SHEET 25.1!2" 12.147 1+C2+1 2 1+C2+t 3 1+C2+� 3 1+C2+i 3 1+G2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 In SEE ELEVATION,SHEET 1 t.. � 28" 13,397 i+C2+1 2 1+C2+1 3 t+G2+1 3 t+C2+1 3 1+G2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 SEE CLUSTER DETAILS,SHEtTS t) '^aL m 38" 17.387 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+G2+1 3 > r m 42" 20.397 t+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 t+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION, lK O 0) 0 48" 23.397 1+G2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SE / p )( j SHEETI 80" 29.397 2+G2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+G2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ELEVATION. / / tri ^s SHEET t 75" 38.887 2+02+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 MEETING RAIL JO-1 01 0 �B x a TABLE 1e: SEE TABLE 8 FOR DESIGN PRESSURE REPEAT ANCHOR PATTERN AT SILL +'LU < - "AJ M �W Vl FOR XOX WINDOWS: N z M 0 w °N �1.� d O .i DMO Glass Types nchor Quantities for XO or OX Windows PANNC JAOMRB UANTITY o 7 O X tYl J 5-8 Sash 30"Height 38"Height 48"Height 54"Height 30"Height 38"Height 4B"Height 54"Height <-2i a:z ° )_ W — co Wtdth Head J° Head F Head Head .o Head Head Head r Need HEAD AND SILL ANCHORQUANnTY• LIJ LL Relnt Level Qn) E E E E E E p '1+C3+2+C3+1 A -I O $5iA .-� $SIB $ Sill $Sill -tea $SIU -`°� $S)ii $SUI $5111 `� (1)ANCHOR AT SASH J R2 +A CLUSTER OF(3)ANCHORS CENTERED ATTHE MEETING RAIL F- O Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION 0 9 Z 251/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+CZ+1 3 +A CLUSTER OF(3)ANCHORS CENTERED ATTHE MEETING RAL � < J t +(1)ANCHOR AT THE SASH Q go 2111" 13.397 1+02+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL d !— 38" 17.397 a 2 �e 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 aO O m 42" 20.397 Not Allowad 1+C2+1 2 1+C2+i 3 1+C2+1 3 1+G2+1 3 SEE ELEVATION•SHEET I ° = P3 LOP 4SEE ELEVATION,SHEET I yp� u] ' 8" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 {, SEE ELEVATION,SHEET t Q 0 lL' 60" 29.397 2+C2+2 2 2+C2+2 3 2+02+2 3 2+C2+2 3 II x _ AA1L 75" 38.897 2+G2+2 2 2+02+2 3 24G2+2 3 2+02+2 3 x C x'� SEE ELEVATION, S _ Anchor Group B P Anchor fl SHEETI— SEE vt`tttILYNNJJlI��i 251/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+11311+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ELEVATION, 28" 13.397 1+C2+1 21 1+C2+1 3 1+C2+1 31 1+02+1 3 1+C2+1 21 1+02+1 131 i+02+1 3 1+02+13 SHEETI MEETING RAit SEE CLUSTER DETAILS, `1�;' - No. 58705 •.f Y 36" 17.397 t+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SHEETS 0 REPEAT ANCHOR PATTERN AT SILL 42" 20.397 1+C2+1 J22+C2+2 C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3• 1+C2+1 3 1+C2+1 3 ~ m q 1 w dB" 23.397 1+C2+1 C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 t)FTRAMEDIME NSIONSARE BUCK WIDTH %A IAtS ` 80" 29.397 2+C2+2 C2+2 3 2+C2+2 3 2+C2+2 3 2+02+2 2 2+02+2 3 2+C2+2 3 2+C2+2 3 Max.Anchor O.C. Anohar AND BUCK HEIGHT SHEETS 3-4). '�.(t`•. t E p; ` SASH SIZE IS AS PER THE FIGURES ON 'i t�S•'•.tORtO.• ��\ 75" 38.897 2+02+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Spacing for"Integral- Group SHEETS 6-e F/Qf1A� •I SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation 4., 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGH7 J!l 1 I l I I S tt A.LYNN MRLER,P.E. DIMENSION SHOWN ON THE TABLE. P.E.$58705 TABLE 19: Glass Types Anchor Quantities for XO or OX Windows Mex.AnchorO.C. 5-e Sash Spacing for"Integral- 30"Height 36'Height 48"Height 54'Height 63"Height 30"Height 36"Height 48"Height 54"Height 63"Height Fin"Installation Width Head Head Head Head E Head Head Head Head Head Head Relnf.Leval �D) III IIIIIIAnchor Anchor R3 $Sill &SIII ' 8 SIII ' 8 Sill &SIII &SIII &SIII &SIII -, &SIII &SIII `,° Group E Group F Anchor Group A Anchor Group C 3,6' 4" ♦pprovrd..r°mplrinA�Ilh the 25-1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 F7°ddn i idinyic e Dalr T 9 28' 13:397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 NOAn M I D e Produrl 'm 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 �' In 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+03+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 n Anchor Group B Anchor Group D 25-112' 12.47 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 i 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 ?: •A°" 36° 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 o 0 Q m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Q O o also Lo 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 N 60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 O chi N 75" 35.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Z LL Lo LL W SEE TABLE 8 FOR DESIGN PRESSURE U U_ X y d fl) IN 1--Z m O 2 cc J ams TABLE 20: J Glass Types Max.Anchor O.C. C. 0 0 H Anchor Quantities for XO or OX Windows z n.Z u- 5-8 - Sash Spacing for"Integral- W 6-8 30°Height 36"Height 48"Height 54"Height 63"Height 72"Height 30'Height 36"Height 48'Height 54'Height 83°Height 72°Height Fin"Installation J O Width Head Head Head Head Head Head Head ° Head a Head Head Head Head J O Relnt Level (In) ,� Anchor Anchor Z O laays &SIII ' &SIII -� &SIII -� &SIII � &SIII &SIII -, &SIII ' &Sill &Sill &SIII -� &SIII -� &Sill -� Group E Group F ® � Q R4 Anchor C Q Z Anchor Group A P 3.2' 4' 25-1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 Z 41 45 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 6 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 6 1+C2+1 6 p O O Y 36° 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 IJ R LO m 42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 6 Z O 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+03+1 5 Q _ _ 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 NOTES: ally •asap soyas 1)FRAME DIMENSIONS 75' 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2tC3+2 4 2+C4+2 5 2+C4+2 5 ARE SUCK WIDTH AND Anchor Group B Anchor Group D BUCK HEIGHT(SEE \YNN SHEETS 34).SASH SIZE IS .•�vOEIJSF 26-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 .1+C2+1 ji+C3+1 5 1+C2+1 5 1+C2t1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 AS PER THE FIGURES ON Q:• 9 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 6 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 SHEETS 6-8. ;YY;' N",S87o5 _ 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 5 1+C3+1. 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 2)FORSIZES NOT SHOWN.ROUNDUP TO m 42° 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 THE NEXT AVAILABLE 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 WIDTHORHEIGHT . sTEDIMENSION SHOWN ON ��.t�•'•. FtORtO60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 6 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4t2 5 THETABLE.EE78FORA , 5,/0-N L�75' 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 6 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 53)SEE SEE TABLE 10 FOR DESIGN PRESSURE GUIDETO USING THESE A.LYNN MILLER P.E. TABLES. P.E.n 68705 TABLE 21: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 5-8 Sash 30"Height 38"Height 48"Height 54"Height 63"Height 30"Height 38"Height 48"Helghl 54"Helght 83"Height Spacing for"Integral. croup F Width ` a Fin Installation q' Head Head '9Head' aHead ; Head EHead Head Head Head E Head E &SIII &Sill &sill $SIII &SIII � &SIIReinL Level (in) E &SIII ; ♦ppmvrd m mmpljug Wmb O+ R4 Anchor Group A Anchor Group C U0. ul 1°IOL4 5 25.1/2" 12A 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 noAN � 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 41 �I dehoawl 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Y VVV m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 ' 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 80" 29.397 2+C2+2 2 2+02+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 H 75" 38.897 2+C2+2 2 •2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 Anchor Group B Anchor Group D LO 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 LO 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 w j O O x 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 of o O p m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 0,� °I0o 0to 4B" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 C4 a - 80" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 O J N o °Moo 75" 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 z LL LL fO SEE TABLE 11 FOR DESIGN PRESSURE 0 U_ X 6 ro C 1--Z 000 0 1 J JM0 TABLE 22: O Glass Types Anchor Quantities for XO or OX Windows 10-12&14-1GLASS 6 MAY C. o 0 co 1012&14-16 Sash NOT BE USED c Z a Z °i .� W LL 30'Height 36"Height 48'Height 54'Height 63"Helght 76"Height 30"Height 36"Helght 46"Helghl 54'Height 83"Height 76'Height WITH J-CHANNEL } W O Width OR INTEGRAL FIN (- Head Head E Head E Head E Head Head Head Head Head E Head Head Head FRAMES J `- Relnr.Level (In) 8 SIII 10 &SIII m &SIII A 8 SIII m &Sill &Sill &Sill itl &SIII m &Sill f0 8 SIII '� &SIII '� &SIII 1 m F- O R4 -a '� '� -� -� '� 'v -7 ® m Z x Anchor Group A Anchor Group C J 251/2" 12.147 1+C2+1 2 1+C2+1 3' 1+C2+1 4 1+C2+1 4 1+C2+1 6 1+C3+1 5 (�J Z 28" 13.397 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 Z °1°°S O o Y 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 0 = N U-) A 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 6 1+C4+1 6 � z Vz 0 g 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 Q S T 60" 29.397 2+C2+2 2 2+C2+2 3 2+03+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 NOTES: 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+G1+2 5 2+C4+2 5 1AR ARE WIDTHRAME AONS ND \��`�NpW LYNN Anchor Group 8 Anchor Group D BUCK HEIGHT(SEE ��,.• '••.4>/( 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 b 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 SHEETS 3.4).SASH SIZE IS �:•' 610Erys�•-(�P AS PER THE FIGURES ON 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 SHEETS 6-8. _ No.58705 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 2)FOR SIZES NOT = � � SHOWN,ROUND UP TO l 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 t4l+C3+1 5 1+C4+1 5 =Q '• �� sm THE NEXT AVAILABLE EO• �48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 +1 5 1+C4+1 5 WID7HORHEIGHT C� F<ORIDA•,DIMENSION SHOWN ON %SS 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 +2 5 2+C4+2 5 7HETAeLE. �i,�O1VALEC175" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 +2 5 2+C4+2 5 3)SEE SHEET B FORA SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER,P.E. TABLES. P.E.N 58705 TABLE 23: Glasa Types Anchor Quantities for XOX Windows 6-8 Sash Sash Width 24'Height 30Y Height 38`Height 48`Height 54'tierght 83'Height 24'Haight 30"Height 38'Height 40`Height 5q"Hetght 83•Height Configuration a a a n a r� RetnL Letol Range#n) Head&SIR Head&Sill ' Head&SBI ,� Head&St1i * Head&Sill Head&Sill Head&SBI Head&Sig y F4aad&Sig Head&Sili Head&518 Head&SIII R3 Anchor Group A Anchor Group C 35-1/4' 3i-'t/s-Y 11.391-11.391 1+C2+0+C2+1 2 1+C2+0402+; 2 1+C2+0t C2+1 3 14C2+OtC2+1 4 1+C2+0+C2+1 4 1+02+0+02+1 4 1+C2+o+C2+i 2 1+C2+0+C2+1 2 i+G24p+C2+i 3 1+C2+O+C2+1 4 1*C24p+C2+1 4 1+C2+p+C2+1 4 +PProrWaeeorn lying with Ib. Fl-,W- tale C 38` s- 's 72.300-12.308 NC2+O+C2+1 2 1+C2+0+C2+1 2 1+(32*0402+; 3 1+C2+O.C2+1 4 1+C2+p+C2+1 q 1+C2t0*C2+1 b 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1402+D+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+D+C2+1 4 Date '/+--%-YA ;1,391-13.307 1+C2+0+C2+1 2 f+C2+0+02+;2 1+02+0*C2+1 3 14C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 t+C2+o+C2+1 2 1+C2+p+02+1 3 i+C2+p+C2+f 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 NOA# A5-1/8" Mt■ •ed+Product set Ys-yi-� 13.308-14.883 1+0210+CZ+1 2 ;+C2+0+C2+1 2 f+C2+p+C2+i 3 1+C2+0+G2+1 4 i+C2+0+02+1 4 1+0210+C2+1 4 1+02+0+02+1 2 1+C2+0+C2+1 2 1+02+0+G2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1*C2+0+C2+1 4 47-3/4" %-Ys-y ;1.391-12.207 1+C2+i+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+14C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+i+C2+i 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 ;*C2+1+C2+1 4 1+C2+1+02+i 4 BY. -3a-3s 12.208-15-558 S+C2+0+C2+1 2 1+C2+0+C2+1 2't+C2+0+C2+1 3 1+02+O+C2+1 4 1+C2+O+C2+/4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+02+1 2 1+C2tOtC2+1 3 1tCZ+0+C2+1 4 t+C2+O+C2+1 4 1+C2+O+C2+1 4 Custom 11.3111-12.010 1+02+1+C2+1 2 i+C2+i+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+14C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+i 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 14C2+1+C2+i 4 g 62-1/8' %-y_Y 12.017-13.397 1+02+;+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 3 1+G2+1+C2+1 4 1+C2+1+C2+i 4 1+C2+1+C2+1 4 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2*1 3 14C2*1+C2+1 4 1+C2+1*C2+1 4 1+C2+1402+1 4 a N ''/s-3`s-}�� 13.398-17.010 4102+0+02+1 2 1+C2+0+02+1 2 i+C2*0402+1 3 1+02+0+02+1 4 i*C2+#02+1 4 1+C2+p+C2+y q 1+ 40+C2+1 2 1+C2+O+C2t1 2 1+C2+0+C2+1 3 1102+0+02+1 4 1102+0+02*1 4 4402+0+02+y d a 10 Custom 11.391-13.397 t+C2+1+C2+1 2 1+02+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 54(32+1+C2+i 411402+1+02+1 4 1+02+i+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 60• +/._jg- 13.396-55.380 1402+1+02+1 2 1+C2+1+C2+; 2 y+C2+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+02+1 4 1+C2+1+C2+1 4 ;+C2+1+C2+1 2 1+C2+1+CZ0 2 i+C2+1+C2+1 3 4+C2+1+C2+1 411+C2+1 4 t+02+1+C2+1 q rte-• Y Y.-YiAX 16.381-19.841 1+C2+0+C2+1 2 y+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+02+0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+02+1 3 i+C2+D+C2+1 4 S*C2+O+C2+1 4 1+C2+O+C2+1 4 {y� L4J > '"oa > > Custom ;1.391-13.397 1+C2+3+C2+; 2 1+02+3+tom+1 2 1+C2+3+02+1 3 1402+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+0211 4 1402+3+C2N 2 1+G2+3+02+1 2 i+02+3+C2+1 3 1+C2+3+02+1 4 1+C2+3+C2+1 4 1402+3+C2+1 4 � (� O 75' Y.-Y,-Y, 43.390-18.110 1+C2+2+C2+1 2 S+C2*2+02+1 2 i+C2+2+02+1 3 1+C2+2tC2+7 4 1+02+2+C2+;4 ;+C2+2+G2+1 4 1+C2+2+CZ+1 2 1+CZ+2+C2+t 2 i+C2+2+C2+1 3 1+C2+2+02+1 4 i+C2+2+C2*1 4 1*C2+2+C2+1 4 0 0) Q ii-Ys-Y 119.111-24.641 1+C2+1+C2+1 2 1+G2+1+C2+1 2 1+C2+1+02+1 3 i+C2+1+C2+1 4 1+C2+t+C2+1 4 1+02+1+C2t1 4 1+C2+1+C2+1 2 1+C2+5tC2+t 2 1+C2+1+02+1 3 i+C2+1+G2+1 4 t+C2+i+C2+1 4 1+G2+1+C2+1 4 p °11-0 � 'n Custom 18.380-19.397 1+02+3+C2N 2 1+C2+3*f;2*1 2 12 1* 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+03+1 4 1+C2+3+02+1 2 1+C2+3+C2+i 2 t*02+3+C2+1 3 1+CZ+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+14 0 C4 N -ry U) r;o- *j+-%-� 18.398-24.360 1+C2+3+C2+1 2 i+C2+3+C2+1 2 i+C2+3+C2+1 3 i+C2+3+C2+1 4 f+C1+3+C2+1 4 1+C3+3+C3+1 4 1+02+3+C2+/ 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 cis'/s-35-'1. 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1402+2402+4 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+03+2+C3+1 4 1+C2+2+C2+1 21402+2+C2+f 2 1+C2+2+C2+1 3 t+C2+2+C2+1 4 i+C2+2+C2+1 4 1+C2+2+C2+1 4 Z _Cq4L 0%- -Y. `• -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2*1 4 1+02+3+C2+1 4 1tC3+3+C3+1 4 1+C2+3+C2+1 211+02+3+C2+11 2 1+C2+3+C2+1 3 1+02+3402+1 4 1+C2+3*C2+1 4 1+C2+3+C2+1 4 U U X N uu 1n Anchor Group 8 Anchor Group D ~WZ m O LU �a 35.114' 35-3; 11.391-11.391 1402+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+i 4 1+C2+0+C2+1 q 1+C2+0+C2+1 4 1+C2+0*C2+1 2 1+C2+0+C2+/ 2 1+C2+0+C2+1 3 i+C2+0+C2+1 4 1+C2+O+C2+1 4 i*C2+0+C2+i 4 h o p �• CLI .'I 00 38' 3i%-Ys 12 308-12.308 1402+0+C2+1 2 1+C2+0+02+i 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 i+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+O+C2+1 3 1+C240+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 ro x tL 2 m F a 41 45118, 3.-Y,-y4 11.391-13.397 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+(32+1 3 1+C2+0+C2+1 4 1+C2+0+02+1 4 I+C2+0+C2+1 4 i+C2+O+C2+1 2 1*C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+02+0+C2+;4 W o -y 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+i 3 1+C2+D+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+i 4 1+C2+0+C2+1 4 1+C2+0402+1 4 1 -Y:--% 11.391-12.207 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 i+C2+1+C2+f 2 1+C2+1+C1+1 2 1+C2+1+C2+1 3 1402+i+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2*i 4 0 47x/4' �+ � %- -3� 12.298-15.558 1+C2+0+C2+1 2 1+02+010211 2 4+C2t0tC2t1 3 1+C2+0+G2t1 4 4102+0+02+1 4 1102+0+02+2 4 1+C2+#0244 2 1+C2+O+t +1 2 1tC2+0tC2t1 3 1+02+0+C2t1 4 1+02+D+C2+1 4 1+C2t0+C2t;4 ® 4! _ F ..yy Custom 11,391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 31+C2+1+C2+1 41+C2+1+C2+1 4 1+C2+1+C2+1 4 i+C2+1+C2+1 21+C2+1+C1+1 21+C2+1+C2+; 314(32+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 �i a H F- :g 62-1/8` f-%_+/. 42.017-13.397 1+02+1+C2+1 2 1402+;+02+1 2 1+0211+C2+1 3 1+0241402+1 4 1+C2+1+02+;4 1+02+4+02+1 4 1402+1+C2+t 2 1+C2+1+C2t1 2 1+C2t1tC2+4 3 1+C2+1+C2t1 4 1+CZ+1+C2+f 411+02+14C2+1 4 °tees 3 %-Y-3s 13,395-17.016 i+C2+0+C2+i 2 y+C2+D+C2+i 2 1+C2+O+C2+1 3 i+C2+O+C2+1 4 1+C2+O+C2+1 4 1402+0+02+1 4 1+02+0+C2+1 2 1+02+O+C2+1 2 1+02+O+G2+1 3 1+C2+0+C2+1 4 y+C2+0+02+1 4 1+C2+0+C2+1 4 0 0 Q m Custom 11.391-13.307 1+02+1+C2+1 2 1+0211+02*1 2 1+02+1+C2+1 3 1*C2+1*C2+1 4 1+C2+1+C2+1 4 NC2ti+G2+1 A l+G2+1+C2+1 2 1+C2N+C2t1 2 1+02+1+0244 3 1+C2+1+0214 4 1*0241+C2+1 4 1+C2+1+C2+1 4 . LO $ Ix BO" Y*-Y-3; 13,398.16.380 1102*1+02+1 Z i4C2+1tC2+1 2 i402ti+02+1 3 1402+1+0211 q 1+C2+1402+1 4 4102+i+C2+1 4 i+CZ+i+C2+1 2 14C2+1+C2+1 2 1402+1+C2+1 3 1402+1+C2+1 4 1*C2+1+C2+1 4 1+G2+1tC2t1 4 Q 0 a }5-3a-}5 15.361-19.841 1+C2+0+C2+1 2 1+C2+O+G2+1 2 1+C2+O+C2+i 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 i+C2+0+C2+1 4 1+C2+O+C2+1 2 1*C2+0+C2+1 2 i+C2+0+G2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 I+C2+0+C2+1 4 Custom 11.391-13.307 1+C2+3+C2+1 2 1+C2+3+C2+; 2 1402+3+C2+1 3 i+C2+3+C2+1 4 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+02+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+i 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 °9n 'S0O 6dt'Bs 75' )7--%% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 14C2+2+02+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+02+2+C2+1 2 1+C2+2+C2+1 2 ;+C2+2+C2+1 3 1+C2+2+C2+1 4 4+C2+2+C2+1 4 1+C2+2+C2+1 4 `\tittttlitt//777 %-3'a-}7a 50.711-24.641 4+02+1+02+1 2 1+C2414C2+1 2 1+G2+14C2t1 311+C2+ 4 1+02+i+C2+t 4 t+C2+;+C2+f 4 ;+C2+f+C2+1 2 1+C2+t+C2+i 2 1+G2+1+C2+i 3 1402+1+02+1 4 4102+y+C2+1 4 f+C2+t+C2:1 4 ;'`Qy+{LYNN��j 77�/ Custom 18.380-19.397 1+0243+C2+1 2 NC2+3+C2+1 2 1+C2+3+02+1 3 1402+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3402+1 14 �1+012+2+Q+ l+C2*3+02+1 2 1+C2+3+(32+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 ti��,"„��•'•�tGEN se"..F� 98" -%- 19.398-24.380 1*C2+3tC2+i 2 1402+3+C2+1 2 1+02+3+02+1 3 y+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 3+C2+1 2 1+CZ+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 q i+C2+3+C2+1 4 1+C2+3+C2+1 4 = 3r Y--35-Ys 24.361-30.300 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 i+C2+2+02+1 4 1+C2+2+C2+1 i 2 1+C2+2+C2+1 2 1+C2t2+C2t1 3 1+C2+2+C2+i 4 1*C2+2tC2+1 4 i+C2+2+02+1 4 > No.58705 420' %-y-3+ '• -30.300 1+C2+3+C2+1 2 1+C2+3+02tt 2 1+C2+3+G2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1*C2+3+C2+1 C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+0243*C2+1 4 1+02+3+C2i•1 4 1+C2+3+C2+1 4 ' +, WINDOW WIDTH-5928, SEE TABLE 9 FOR DESIGN PRESSURE ' .; '•MIN.SASH SIZE= NOTES: S Air FFF Max.Anchor O.G. Anchor Ant hor 2 1)FRAME DIMENSIONS ARE SUCK WIDTH AND BUCK HEIGHT(SEE SHEETS-4) '�r FtOklyOi.' Grow E Group F SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 7 �.`,'••.......• G Spacing for"Integral- p p 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 7777s'S/QNA�- Fin"Installation 2,9" C 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. ttrt11jj1 i 4)-1/4-1/2-1/4"AND-1/3.1/3.1/W INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A,LYNN MILLER-P.E, IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.q 58705 TABLE 24: Glans Typos Anchor Quantities for XOX Windows 6 8 6 Sash Seah Width 24'lielght 30•Ha10ht 38•Height d8•Fietght 54`Height 63•HeightFd Height 30"Height 38•Haight 48•Height 54'Height 83'Height Contigura0on A A A A A Retni.Leoei �n�6e) Head 8 Sltt Heed d Sib Nead&SOI Fa Head 8 SO( Head 8 Siil bead 8 Sill Bill Mead b Sig Head 8 Slfi Heed&S01 Heed 8 Silt Head 8 301 R4 Anchor Group A Anchor Group C 35-114' 'h YrYs 11.381-11.301 C2+1 2 taC2+0+C2+1 2 i+C2+0+C2+1 3 i+C2+0+C2+1 4 l+C2+OtG2+1 4 1+C2+o+C2+!4CU15 38' Ya-Ya-y 12,306-12.308 C2+1 2 1+C2+O+C2+y 2 1+C2+0+C2+1 3 y+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 D■+e P•NOAH 45-118, �s-1-Y 11.391-13.397 C2+1 2 i+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+102+1¢ y+0210+02+1 4 NG2+O+C2+14 or) dthvdcatC -�-% 13.3@8-14.883 C2+1 2 1+G2+O+C2+y 2 1+C2+0+C2+i 3 1+C2+0+02+1 4 1+C2+10+02+i 4 1+02+0+C2+1473!4• %-%-Y. 11.391-12.287 C2+1 2 1+CZ+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+112208-15.558 2+1 2 1+02+0+C2+1 2!+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+G2+1 4Custom 11.381-12.016 2+1 2 1+C2+1+C2+1 211+C2+1+02+1,3 1+C2+1+C2+1 4 1+C2+i+C2+1 4 1+C2+1+C2+1 4 rc 52-118' +/._J,_y 12,017-19.397 [1-r-,2+1++C2+j02+1+C2+1 2 1+C2+1+C2+1 2 1+CZ+1+C2N 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 i+C2+i+C2+1 4 n ,K Ya--'la- 13.3@8-17.018 C2+0C2+! 2 1aC2+0+C2+1 2 i+C2+0+02+1 3 1+C2t0+C2+y 4 1+02+0+C2+1 4 1+C2+O+C2+1 4 a m Custom 11.391-13.397 NotAllowed 2 y+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+i+C2+1 4 BO• to -y 13,388-15.380 C2N+C2+1 2 t+CZ+1+C2N 2 1+G2+1+C2+y 3 1+C2N+C2+1 4 1+C2N+CZ+1 4 1+C2+1+C2+1 Y-Y-Y 15'2,51-18.641 C2+O+C2+1 2 1+C2+0+C2+1 2 i+C2+O+C2+1 3 l+C2+O+C2+1 4 1+C2+o+C2+34 1+C2+,O+C2+y 4Custom 11.391-13.397 02+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+y 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2N 4 > O 9 d5' /-a-� 13,398-19.110 laC+2+C2+1 2 1+C2+2+0211 2 1+C2+2+02+1 3 1+02+2+02+1 4 1102+2+C2+1 q 1+C2+2+02+1 4 � Q � n olag X ti? %-a-}i 18.111-24.641 y+02+1+C2+1 2 1+C2+1+C2+1 2 l+Gl+y+C2+1 3 y+C2+1+02+1 4 1+02+1+G2+1 4 1+C2N+C2+7 4 Custom 18.380-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+y 3 1+C2+3+C2+1 4 4+C2+3+C2+i 4 1+C2+3+C2+1 4 0 04 (� tib' 3:_ji_y 19,388-24.360 1+G2+3+C2+1 2 1+02+3+02+1 2 l+C2+3+C2+1 3 1+C2+3+02+1 4 1+02+3+02+1 ¢1+02+3+C2N 4 0O J Ya-)i 24.381-30.360 y+G2+2+C2+1 2 1+C2+2+CZN 2 i+C2+2+02+1 3 ttC2+2+02+i 4 y+C2+2+C2+1 4 1+C2+2+C2N 4 Z LL e � 120• -� " -30'380 y+C2+3102+1 2 1+C2+3+C2+1 2 1+C2+3+C2+y 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 0<.) X 6 (n Anchor Group a 111-• O Do W 'ax F Anchor Group D F-�Z1 -1 35.1!4' )3-Ya-}�s 11.391-11.391 1+G2+10+02+i 2 1+C2+O+C2N 2 1+C2*O+C2+1 3 i+C2+0+C2+1 4 1+C2+O+C2+1 4 I+C2+O+C2+1¢ 1+C2+O+C2+! 2 1+C2+O+C2+1 2 i+C2+0+02+1 3 1+02+O+C2+1 4 1+C2+O+C2+1 4 l+C2+O+C2+1¢ tp.> p 38' Y5-Ya-Y3 12.308-12.308 1+C2+O+C2+t 2 1tC2+0+C2+1 2 1+C2tO+C2+1 3 1+C2+10+02+7 4 1+02+O+C2+1 4 1+C2+10+02+1 4 y+C2+0+C2+1 2 1+C2+o+C2+1 2 1+02+O+C2+1 3 1+02+O+C2+1 ¢y+C2+0+C2+1 4 1+C2+0+C2+1 4 d LL 45418' y-Y+-)s 11.391-13.397 1+C2+0+C2+1 2 4+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 d 1+C2+0+C2+1 4 1+02+0+CZ+1 4 l+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 l+C2+0+C2+1 4 l+C2+0+C2+1 4 1+C2+0+C2+1 4 W O Ya-Ya-Y 13.398.14.683 }+02+0+02+1 2 }+02+0+C2+1 2 1aC2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 I+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+o+C2+1 3 1+C2+0+C2+1 4 1+C2+o+C2+1 4 1+C2+0+C2+1 4 -1 I- O 47.3!4, -y:-% 1!,391.12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2N+C2+1 3 NC2t1+C2+1 4 1+C2+1+C2+i 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+i+C2+1 4 1+C2+1+C2+1 4 ® `i, �" tY Ioa4S -Ya-3i 12,258-15.658 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+G2+1 3 1tC2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 y+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 i+C2+0+C2+1 4 1+C2+o+C2+1 4 < 3 Custom 11.391-12.018 1+C2N+C2+1 2 1+C2+1+C2+i 2 1+C2+l4C2+1 3 i+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1402+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2N 3 1+02+1+C2+y 4 1+C2+1+C2+i 4 1+C2+1+C2+1 4 CJ f" Z x Z ejoas 52-116• y-y_y 12,017-13.387 NG2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 7+C2t1+C2+1 4 1+102+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1102+1 2 1+C2+1+C2+1 2 1102+t+C2t1 3 1102+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 Q" - -y 13.398-!7.018 1+02+10+02+1 2 1+C2+0+C2+1 2 1+102+0+C2N 3 1+02+O+C2+y 4 1+C2+10+02+1 4 i+C2+(}+C2+1 d 1+02+O+C2+1 2 1+102+0+G2+1 2 1102+0+G2+1 3 1+C2tOtC2+1 411+C2+0+ 4 1+C2+o+G2+1 4 o O ON C> Custom 11.381-13.397 NC2t1+C2+i 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+02+y+02+1 4 1+C2t1+C2+1 4 NC2+1+C2+1 4 1+C2+i+C2+1 2 1+02+y+C2+1 2 1+C2N+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 t+C2+i+C2+i 4 U to 80' Y-Y-y 13,398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+O2+i+C2+1 4 1+C2+1+C2+1 4 14C2+1+C2+1 4 i+C2+1+C2+1 211+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+14 U Z O 0,-Ya-35 15.381-19.601 1+C2+o+C2+1 2 l+C2+0+C2+1 2 i+C2+0+C2+1 3 1+C2+0+C2+1 4 i+C2+0+C2+1 4 1+C3+0+03+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 i+C2+0+C2+1 4 1+C2+0+C2+1 4 Q Z Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 i+C2+3+C2+1 4 ogq -sop sauos 75' Y4-Y2-Y4 !3,388-19.110 i+C2+2+C2+1 2 1+C2+2+C2+1 2 t+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2N 4 t+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 g1+C2+2+c2+l¢ \1111-}i-Ya 19,111-24.641 1+G2+l+C2+1 2 S+C2+1t02+1 2 1+G2+i+C2+1 3 1+C2+1+02+1 4 l+C2+l+C2N 4 1+02+1+C2+1 4 1+C2+1+CZ+i 2 1+C2+1+C2+1 2 itC2+l+C2+y 3 1+C2+1+C2+1 4 t+C2+1+C2+1 ¢ 1 4 `� �'YNNCustom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 41+C2+3+C2+1 4 1+C2+3+C2+1 2 i+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 qa-a-Y !9,388-24.380 t+C2+3+C2+t 2 t+C2+3tC2+y 2 i+C2+3+C2+1 3 1+C2+3+02+1 d t+02+3+C2+!4 1+C2+3+C2+! -0 1+C2+3+C2+i 2 1+C2+3+02+1 2 l+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 4 -;r: No.5870Y.-%-Y 24.381-30-380 t+02+2+C2+1 2 l+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+G2+1 4 1+C2+2+C2+1 4 i+C2+2+02+i 2 1+C2+2+C2+y 2 y+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 ¢Ya-y-y -30.380 1+02+3+02+1 2 1+C2t3+C2+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+02+3+C2+1 2 1+C2+3+C2+i 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1 4 / WINDOW WIDTH-59.28 NOTES: SEE TABLE 13 FOR DESIGN PRESSURE f !+ MIN.SASH SIZE " � %�•••, S,SE ;•J�: Max.Anchor O.C, Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). ' Q SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. FLOR14?;• (:j��` Spacing for'9ntegral- Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Fin"Installation 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. t t r l 4• l f l i t r 111' 4)'114-112-114'AND•113-113-113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE l ,P.E. A.LYNN MILLER IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.#MILLER, TABLE 26: Glass Types Anchor quantities for XOX Windows 7&B Sash Sash Width 24"Height 30'Height 38'Helghl 48'Helghl 5q"Helghl 83`HelghtPH lghl 30•Heiphl W.Helpht 48•Helghl 64"Helghl 63'Height Conrgutelion a a a Reinf.Level Range(in) Head 8 Sill Heed&Sill Heed&S01 ' Heed 8 SIII Heed&571 a Head&S01 aIo E J° a a R4 1. ,� Hoed&S01 Head&SN € Heed&Sill Head&Sill Head&Sill E Anchor Group A Anchor Croup C Approved w mwplgla&Whh 96 35-IW %-%-Y. 11.397-11.391 2+1 2 i+152+0+G2+12 1+C2+O+C2+S 3 1*152+O+C2+t 4 itG2+0+t' +1 4 i+152+0+152+1 4 FtaMilk Qt C 12.308-12.3082+1 2 HC2+0+C2+t 2 1+C2+O4C2+1 3 1+C2+0+C2+1 4 1+C2*0+C2+1 4 1+C2+D+C2N 4 11oAN j-Y% 111.391-113.397 C2 t 2 1 152 0 02+1 211+02-04C2+11 +C2++ tam! do Product C rot 45-5/B" i+152+0+ + + + Ys-%-Y 13.398-14.883 1 3 1 0 152 1 4 HC2+0.02+1 d 1+02+0+152+1 d * 1+C2+0+C2+t 2 1+C2+0+C2*1 2 1+C2+0*C2+1 3 1+C2+0+C2N 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 17Y 47-3/4' y- -� 11,391-12.297 1+C2N+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2N 4 1+C2+1•C2+1 4 1+C2+1+C2N 4 Tfa-'ls-Ya 12.298.15.558 11+02+0462+1 2 11+C2+0402+1 2 i*C2+0+C2+1 3 1+C2+0+C2N 4 I+C2+0+C2+1 4 1*C240*G2+1 4 Custom 11.391-12.Ote m c 1+C2+1+C2+1 2 1+C2+1*C2+1 2 1+C2N*C2+1 3/+C2+i+C2N 4 1*152+1+C2+1 4 I+C2+1*C2+1 4 62-1/8" %%/ 12.017-13.397 1+C2N+C2+1 2 1+C2+1+C2+1 2 I+C2+1+C2*1 3 1+C2+1*C2+1 4 1*C2+1+C2+1 4 1*C2+1+C2+1 4 13.398-17.018 1+152+0+C2+1 2 1+C2+O+C2+1 2 1+152+O+C2+1 3 S+C2+0*C2+1 d 1+152+0+152*1 d 1*152+O+152*1 A a m Custom 11.391-13.397 Not Allowed [1+C2+l+C2+1 C2+1+C2+1 2 I+C2+t+C2N 2 1+C2+1+152+1 3 1+C2+i+C2+1 4 1*C2+HC2+1 4 1+C2+1+152+1 4 80' Y-j�-� 13,398-15.300 to C2+1+02+1 2 1+C2+1*152+1 2 1+152*1+152+1 3 1*152*1+02+1 4 1+C2N+152+1 4 1*152+1+152*i 4 h-/a- 55.361-19.841 152+O+C2+t 2 1+C2+O*C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2*1 4 i+C2+0+ • Lf7 j xey Custom 11.391-13.397 G2 t 4 t+152+0+152+1 d �^ > 75' C2+3+C2+1 2 t+C2+3+152+1 2 1+C2+3+C2+1 3 1*C2+3*C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 � 0 r %%x-y. 13.398-19.150 - 152+2+C2N 2 HC2*2+02+1 2 1+02+2*C2N 3 1*152+2+02+1 4 1*02+2+152+1 4 /+152*2+152+t 4 0�''/a-•/a 19.111-24.eat ci „ad O 2 1+C2+1+152+1 2 1+C2+1+62+1 3 I*C2+i+C2.1 4 t+C2+i+G2+i 4 1+C2+1+C2+1 4 S-fl-D - Lo Lo Cost In 18.380-19.397 1+C2+3+C2+1 2 I+C2+3+C2+1 2 I+C2+3+C2N 3 1+C2.34C2N 4 1+C2+3+C2+1 4 I+C2+3+C2+1 4 �O' C11 '�' X 98" -jlr_y 19,398-24.380 1+C2+3+C2+1 2 t+C2+3+C2+5 2 t+G2+3*C2N 3 i+C2+3+C2N 4 1+C2+3*C2+1 4 i+Ci+3+C3+1 4 '-A...t G m Q '� i LLI %-%-+/s 24.381-30.360 1+C2+2+C2*S 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+ 4 1+G2+2+02+ ++ Z L 24 W coo uaad Q 1 1 4 1*C3 2 C3+1 4 120' % % ++ -30.380 1+C2+3+C2+1 2 1+02+3+62+1 2 1+C2+3+C2N 3 1+02+3+152+1 4 1+152+3+cm 4 1+C3+3+C3+1 4 U U X'0 d U) AnchorGroupB AnchorGroupD h 2 m�` CO U � -ax > x m e� 35-1/4' }4-y- 51.391-11.391 1+152+0+02+1 2 1+G2+O+C2N 2 I+152+0+0241 311+C2+0-C2#114 1*152+O+G2+1 4 1+C2+Q+C2+1 4 1+152+0+152+i 2 1+C2+o+C2N 2 S+C2+O+C2+1 3 1+152+0+C2+1 4 i+C2+0+C2+14 I*C2*0+C2+1 4 t`• 00 " _ 30' Y.-Y,-Yb 12.300-12.308 1+152+0*152*1 2 1+152+0+02+1 2 1+152+O+C2+1 3 1+152+0+02+1 4 1402+0+152+1 4 1+02+0+02+1 A l+152+0+152+1 2 1+G2+O+152+1 2 1.02.0+02*1 3 1*152+0+02+1 4 1+152+0+152+1 4 1+02+0.02+1 4 Z tl Z �+ 45-118' Y4-%-Y451.391-13-34T 5+152+O+G2N 2 t+152+0+C2N 2 NC2*D+152+t 3 t+152+0+02+1 4 1+C2+0+C2+1 4 1402+0+C2+1 411+C2+O+C2+t 2 I+C2+D+C2+1 2 1+C2+0+152+1 3 t*G2+O+02+1 4 1+C2+0+C2+1 4 I+C2+D+C2N 4 J 0 ya-�-S'S 13.398-14.863 1*152+0+152*1 2 1+152+0+02+1 2 1+C2*D+152+1 3 1+02+0+02+1 4 1402+0+152+1 4 NC2+p+C2+1 d 1+152+0+02+1 2 1+152+O+C2+1 2 1+C2+O+C2+1 3 t+G2+0+C2+1 4 1+C2+O+C2N 4 1+C2+O+C2+1 4 Q -t 47.7/4, Y-Y•J 15.391-12297 NC2N+152+1 2 HC2*1+152+1 2 1+C2+HC2+1 3 I+C2+i+C2+1 4 I+C2+1+C2+1 4 1+C2+1+C2N 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i*C2N*C2+1 3 1+C2+1+C2+1 4 1+C2N+C2+1 4 1+C2+1+C2+1 4 ® m Z ' 7�a4B 12296-15.55$ 1+152+0+G2+1 2 S+02+0*G2+1 2 1+152*Q+152+f 3 t+02+0+152*1 4 1+01+0*G2+1 4 1+02+D+C2+1 d 1+152*0+02+1 2 1+152+6+02+1 2 1+CZ+O+C2+t 3 t+C2+0+62+1 4 1*02+0+02+1 d NC2+O+152+1 d v < Q i) Custom 11.391-12.016 1*C2N+C2+t 2 1+C2N+G2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 HC2+1+C2+1 4 1*152*1+152N 2 1+152+1+152+1 2 1*152+1+C2N 3 1+C2N+152+1 4 1+152*1.02+ ' t� )„-, Z 52-118' +t- 1 4 1+C2+HC2+1 d /z Y f2.01T-13.397 S+C2+i*C2+1 2 1+C2+t+C2+1 2 1+C2+i+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2N 4 1+C2+1402+1 2 S*C2+1+C2+i 2 t+C2+1+C2+5 3 1+C2+1+152+1 41+C2N+C2+1 4 1+C2+1+C2+1 4 < iY Z '/s-Ys-Ys 73.348-77.678 1*152*0+152*1 2 1+02+0*C2N 2 1*152+O+G2+1 3 t+G2+0+152+1 4 1+G2+0•G2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2N 2 1+62+0+C2+t 3 i+C2+O+C2N 411*152+6+C2+1 4 1+C2+0+C2+1 4 P 0 Q O m Custom 11.391-13.397 I+C2+1+C2N 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2N+C2+1 4 1+C2N4C2+1 4 1+C2+1+C2*1 4 1+C2+14C2+1 2 1+C2N+152+1 2 I+C2N*152+i 3 1+152+1+152N 4 I*C2N+02+1 4 1+152+1+152+1 4 = U DC urt 80' %-%-Y4 13,390.15.300 HC2+1+C2+1 2 f+C2N+C2+I 2 1+C2+1*C2+1 3 1+G2+1*C2+1 4 1+C2+HC2N 4 1+C2+HC2+i 4 1+62+1*C2+1 2 1+C2+t+C2+i 2 t*C2+1+C2*1 3 1462*1*C2+1 4 1+C2+1+C2+1 4 1+C2N+C2+1 4 t Z 0 -}�a 15.381-19.841 1*152*0+02+1 2 1+C2+0+C2+1 2 t+C2*0+C2+i 3 i+C2+0•C2+1 4 1+152+0*C2+t 4 1*153+0*C3+1 4 1+152+0+152+ 2 1+C2*6*C2+1 2 S+152+0+152*1 3 1+152+0+152+1 4 i+C2*0*C2+t 4 l+152+0+02+1 4 �` Custom 11,391-13.397 1+C2+3+152+1 2 HC2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 i+C2+3+C2+1 4 I+152+3+C2+1 4 1*152+3+ • + cult -ora0 ra,rag 152 1 2 1 C2+3+152+t 2 1+C2+3+C2+1 3 1+C2+3+152+1 4 1+C2+3•C2+1 4 1+C2+3+152+1 4 T5' f- % 53.398-19.110 1+62+2+C2+1 2 1+C2+2+C2*1 2 1+152+2+02+1 3 t*C2+2+C2+1 4 1+C2+2+C2+i 4 1+C3+2+C3+1 4 1+C2+2+62+1 2 1+C2+2+C2+t 2 S+152+2+C2+1 3 1+C2+2+C2+1 4 HC2+2+C2+1 4 HC2+2+CZ+S 4Y. ``11t1411tit1///r -%-% 19.111-24.841 II-C2+1-C2+1 2 1+C2.1+C2+1 2 1+C2+1+02+1 3 1•C2N+C2+1 4 1+G2+1+C2+1 4 1+G3+1+C3N 4 1+C2+1*C2+1 2 1+C2+1*C2+1 2 1+C2+1-+C2+1 3 1+152+HC2+1 4 HC2+l4G2+t 4 1+152++152+1 4 �� QNV LYNN 4f Custom 16.300-i9.397 1+C2+3+C2+1 2 HC2+3*C2*1 2 HC2+3+C2N 3 1+C2+3+C2+1 4 1+C2+3+C2N 4 1463+3+C3+1 4 HG2+3+C2N 2 HC2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2N 4 1+152+3+152+1 4 1+152+3+02+1 4 ��''• GENS "t .. LS F '•."P 9' f 1 !9.398-24.360 HC2+3+C2+1 2 HC2+3+C2+1 2 t+C2+3+02+1 3/•C2+3+C2+1 4 1+C2+3+C2+t 4 1+C3+3+C3+1 4 '1+C2+3+C2+1 2 /+C2+3+C2+1 2 1+C2+3+152+/ 3 1+152+3+152+ 4 1+152+3+152+1 4 f+{2+3+02+1 4 Y%-'/e 24.38i-30.360 1+C2+2+C2+1 2 1+C2+2*C2N 2 1+C2+2+C2N 3 I+C2+2.02*1 4 5+152+2+152+1 4 1+153+2*153+1 4 1*152+2+C2N 2 I+152+2402*1 2 1+02+2+C2+1 3 1+152+2+02«1 4 1*152+2+02+1 4 HC2+2+C2+1 4 No.58705 120" %%- •' -30.380 i+152*3+152+I 2 1+02+3+02+1 2 1*152*3*152+ 3 1*152+3+C2N 4 1*C2+3+152+1 4 t+C3+3+C3+1 4 1+C2+3+C2N 2 1+C2+3+C2N 2 1+C2+3+C2+S 3 1+C2+3+C2+1 4 1+G2+3+C2*t 4 /+C2+3+C2+1 4 _ ''--'+_ "MIN,SASH SIZE a WINDOW WIDTH-58.28 NOTES: SEE TABLE 14 FOR DESIGN PRESSURE �%j3'. 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-0).SASH SIZE Is AS PER THE % T '•� �` Max.Anchor O.G. Anchor 2 U'. AT Spacing for"Integral- Group F FIGURES ON SHEETS 88. ;(C LORSOa,•''�\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, Fin"Installation 3.7- 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4)"1/4-1/2.5/4"AND'i13-1/3-1/3•INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.F-#58705 TABLE 26. Gl8ss Types Anchor Quantities for XOX Windows ' 10.12 Sash Sash 24"Haight 3D"Hulghl 38"Height 48'Helght 64"Height 83"Heigh! 24'Helghl 30'Height 36"Height 48"Height 64"Height 63'Height Configuration Width a a a a a a a a a a a Rslnf.Leval Range gn) Head&Sill Head&SIII Head&SIII Heed&SIII Head&SIII Heed&SIII Head&801 Head&361 Head&SIII Heed&Bill Head&Sill Head&Sill R4 Anchor Group A; Anchor Group C 36.114" Ys-- -Y 11.391-11.3D1 1+C2+#C2+1 2 1+C2+#C2+1 2 1+C2+#C2+1 3 1+C2+0+C2+1 4 1+C2+#C2+1 4 1+02+#C2+1 4 36" 1;-)s%-Y+ 12.300-12,3DO 1+C2+0+C2+1 2 1+C2+D+C2+1 2 14C2+D+C2+1 3 1+C2+O+C2+1 4 1+C2+#C2+1 4 i+C2+0+02+1 4 N"w1cm*14wilbet 46.1/6" Y+1-Y+ 11.391-13.397 - 1+C2+0+C2+1 2 1+C2+9+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+p+0-p+1 4 Hsp Y+-Y-14 -13.396-14.863 1+02+#C2+1 2 S4C2+#C2+1 2#C2+# # q C2+1 3 1+C2+0+C2+1 4 i+CZ+ C2+S 4 i+ +#p+1 4 "M x-14-y 11.391-12.297 de r+t 47.34" 1+C2+#C2+i 2 1402+#C2+1 2 1+024#C2+1 3 1+C2+#C2+i 4 1*p+#p+1 4 1+p+O+p+1 4 Ya-14-34 12 298-16.566 1+C2+#C2+1 2 1+C2+0+C2+1 2 1+02+0.C2+1 3 1+C2+G+C2+1 4 1+C3+D+C3+1 4 1+C3+#p+1 4 - Custom 11.391-12.016 1+C2+0.C2+1 2 S+C2+0+C2+1 2 1+C2+D+C2+1 3 1+p+0+C3+1 4 1+C3+0+p+1 4 1+q+0+C3+1 4 52.1/6` %%-y 12.017-13.397 1+C2+#C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+03+0+C3+1 4 14C3+0+C3+1 4 1+C3+0+q+1 4 14--YIY3 13.398-17.0181+�2+#C2+1 2 6-+C2+#C2+t 2 1+C2+#C2+1 3 1+C2+#C2+1 4 14C3+O+pN 4 i+p+#ptt 4 Custom 11.391-13.397 }+C2+2+C2+1 2 14C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 14p+2+p+1 4 1+C3+2+p+1 4 h 1q 80" y-Y4_y 13.398-55.364 NOt Allowed 1+C2+1x02+1 2 1402+2+C2+1 2 1+02+2+C2+1 3 1+C2+2+C2+i 4 1op+2+pN 4 1+q+2+p+f 4 1i-Y+-34 115.361-19.641 1+C2+#C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+#p+1 4 1+p+#p+1 4 1+04+0+04+1 4 Custom y 11.391-13,397S2 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+03+3+C3+1 4 1+p+3+p+1 4 r" Y 76- Y3-y-4' 13'396-18.640 }+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 14p+3+p+1 4 1+C3+3+q+1 4 1+C4+3+C4+1 4 -"+x Y3-YJ-Y) 19.111-24.841 1+C2+0+C2+1 2 1+C2+0+C2+1 2 14C3+#p+1 3 1+C3+D+pN 4 1+C440+CA+1 4 1+C4+0+04+1 4 yw` tf�'1 O Custom 17.641-19.397 ll+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 14C3+4+p+1 4 1+q+4+p+1 4 1-04+4+04+1.4 0: O Q O 98' +/,- .y 18.398-24.380 }4C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C241 3 1+03+4+03+1 4 1+q+4+C3J41+044+4+041+1 4 0�,,,� slop tX Yi-Y-% 24.381-31.841 }+C2+2+CZ+1 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+p+3+C3+2 4 2+C3+3+C3 +3+CA+2 4 4J N120' Ya- �)' 29.641-3251fi 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+03+2 4 2+C3+4+p +4+C4+2 4 0 m c"WYi-%-14 32.516-39.641 Q J140' GUstOm -39.641 2+C2+2+C2+2 2 2+02+3+G2+2 2 2+02+3+G2+Z 3 2+C3+3+p+2 4 2+04+3+04 +3+CA+2 4 2 LL �[- co uro10 •" 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+p+4+p+2 4 2+C4+4+C4 +4+CA+2 41 S 1U try Anchor Group B Anchor Group D W U p- q8• W 'ex 36-1/4" Y.-%-Y- 11.391-11.391 1+C2+0+C2+1 2 1+C24#q+1 2 1+C2+#C2+1 3 1+C2+0+62+1 4 1+C2+#C2+1 4 1+02+O+C2+1 4 1+C2+#C2+1 2 HC2+#C2+1 2 1+C2+#C2+1 3 1+C2+#p+1 4 1+C2+#C2+i 4 1+C2+#CZ+1 4 n Z m X '/" [JJ J Oma 38' j=/4-Y4 12.366-12.399 /+C2+#C2+i 2 1+C2+#02+1 2 1+C2+#02+1 3 1+02+9+02+1 4 1+C2+0+C2+1 4 i+C2+#C2+i 4 1+C2+#C2+1 2 1+C2+#CZ+1 2 1+C2+#02+1 3 1+02+0+C2+1 4 1+C2+#C2+1 4 1+C2+#02N 4 a Z 4.2 � t r %-y-y 11.391-13.397 1+C2+O+C2+1 2 1+02+0+02+1 2 1402+#C2+1 3 1+q+0+0264 4 1+p+0+C3N 4 1+C3+0+C3+1 4 1+CZ+#C2+1 2 1+02+O+C2N 214C2+#C2N 3 1+C24#C2+1 4 1+C2+#CZ+1 4 1+C3+#p+1 4 W U- 45-il8' O Y-Y-Y 13.398-14.863 1+C2+#C2+1 2 1+C2+0+C2+1 2 1+C2+#C2+S 3 1+C2+O+C2+1 4 7C2+0+C2+1 4 1+C340+C3+1 4 1+024#C2+1 2 1+C2+#C2+1 2 1+C2+#C2+1 3 1+C2+#C2+i 4 1+C2+O+C2+1 4 !rpt#q+1 4 J 0 47-x4" %-%-Y4 11.391-12.297 1+C2+#C2+1 2 1+024#C2+1 2 i4C2+o+C2+1 3 1+C2+#C2+1%4 1+C3+0+q+1 4 1+p+#p+1 4 1+C2+#C2+1 2 1+C2+#C2N 2 t+C2+#CZ+1 3 6-+C2+O+C2+t 4 t+p+#p+t 4 S+q+#p+5 4 t-• {1 c- y,-16-.15 12.296-16,558 1+C2+0+C2+1 2 1+C2+#C2+1 2 1+C2+O+0264 3 1+02+O+C2+1 4 1+C340+p+1 4 i+p+0+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 HC2+O+C2+1 3 1+C2+#C2+1 4 1+C3+0+C3+1 4 1+C3+#C3+1 4 ® ¢ X te�5 Custom 11.391-12.016 i+C2+#C2+1 2 1+C2+#C2+1 2 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4 1+q+3+p++1 4 1404+3+CA+1 4 �\��••CE . % , a 24.301-31.841 2+C2+2+02+2 2 2+02+3+02+2 2 2402+3+02+2 3 2+C3*3+q+2 4 2+p+3+p+2 4 Z+CA+3+C4+2 4 6-+C2+2+C1+1 2 1 C2+2+{l+1 2 i+C2+2+C2+1 3 t+p+2+q+1 4 i+C3+2+p+1 4 14CA+2+C4.1 4 120 X-% 4 29.841-32.616 2+C2+3+C2+2 2 2+C2+3+02+2 2 2+02+4402+2 3 2+C3+4+p+2 4 2+C3+4-03+2--411 2+04+4+C4+Z 412-C2+3+02+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 24C3+4+p+2 4 2+C3+4+C3+2 4 2+C4+4+C4+2 4 N0.58705 _ Y-34-Ya 32.516-39.841 2+C2+3+02+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+ 4 2404+4+C4+2 4 2+C5+44C5+2 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+02+2 3 2+C3+3+q+2 4 2+CA+3+CA+ 4 2+C4+3+Cd+2 4 140' Custom -39.841 2+02+3+C2+2 2 2+C2+3+02+ 2 2*C2+4+02+2 3 24p+44q+2 4 2+04+4+C4+2 4 2+05+4405+2 4 2402+3+024 2 2+C2+3402+2 2 2+C2+3+02+2 3 2+p+4+p+2 4 2404+4+C4+2 4 2+04+4+04+ �-t�Ojl!i NOTES: SEE TABLE 15 FOR DESIGN PRESSURE 6-7 _ 1)FRAME DIMENSIONS ARE BUCK WIDTH AND SUCK HEIGHT(SEE SHEETS 3-4), %� ':'40RIOP,. \ GLASS TYPES 10.12&14.16 "MIN.SASH SIZE=WINDOW WIDTH-60.72 SASH SIZE 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MAY NOT BE USED WITH 2 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. �/�6-10 J-CHANNEL OR INTEGRAL 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. ///1 t NFLL 11777 FIN FRAMES 4)-1/4.1/2-1WAND•1/3.1/3.1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER.P.E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, P.EJ$58TOS TABLE 27: Glass Types Anchor Quantities for XOX Windows 14.16 Sash Sash Wash 2A"Height 311'Height 38"Height 48"Height 54'Height 63"Height 24"Height 30"Height 38'Halghl 48"Height 54"Helghl Sr Height Conigumlran a a a a Feint Level mange P^) Head 8 81 � Head 8 5111 � Heed 8 SIII � Head 8 SIII � Head 8 SIII ' Head 8 SIII � Head 8 6111 ,� Heed 8 SIII S Head 8 SIII � Heed 8 SUI Heed 8 SIB ,� Head 8 SIII R4 ' Anchor Group A Anchor Group C 35.114' Y-Y-Y 11.391-!1.391 i+C2+O+C2+1 2 l+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+!4 t+C2+0+C2+1 4/+C2+O+C2+t 4 '- 38• Y-Y,-Y 12.308.12.308 ;+C2+O+C2+1 2 1+C2+0+C2+i 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+O+C3+1 4 - castptylgwlijsy+ -Y-Y. 11.387-13.397 1+C2+0+C2+1 2 7+C2+0+C2+1 2 i+C2+0+02+1 3 1+03+O+C3+1 4 1+03tO+C3+1 4 itG+O+C4+i 4 Date ez 45-718" ? ro Y-Y-Y 73.398-14.8&7 i+C2tO+C2+t 2 1+C 2+0+C2+i 2 1+C2+0+C2+1 3 1+C3+O+C3+i 4 1+C3+0+C3+1 4 t+C3+0+C3+1 4 47 /4" Y-Y-Y 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+cA+0404+1 4 ^d dehodaaC %-Y.-Y. 12.208-15.558 1+C2+O+C2+1 2 t+C2+0+C2+1 2 1+C2+0#CZ+1 3 1+C3+O+C3+1 4 1+C3+0tC3t1 4 t+C3+0+C3+i 4 111 Custom 11.391-12.018 ;+C2+0+C2+1 21+(�+0+02+!2 HC3+0+C3+1 3 1+03+0+03+1 4 1+CA+0fC4+1 4 1+(:4+0+04+1 4 g 62-118' Y_y-Y 12.017-13.397 1+02+0+02+1 2 i+C2+0+C2tt 2 1+C3+O+C3+1 3 1+03+0+03-1 4 1+04+0+04+1 4 1+C4+O+C4+1 4 g Y.-%-Y. !3.398-17.018 - 1tC2tQ+CZ+1 2 1+(x+0102+7 2 l+0310+C3+1 3 1+G3+O+C3+1 4 1+0477}+0471 4 1+C4+O+C4+i 4 a 6 _ Custom 11.391-13.397 1+C2+2tC2+1 2 i+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+04+t 4 ; m Sl Y4-Y2-Y4 13.398-15.3611 Nat Allowed 1.02+1+C2+!2 i+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+04+2+04+1 4 '#-Y 15.361•19.841 7+C2+0+02+1 2 1+C2+0+C2+1 2 1+03+0+03+1 3 1+C4+0+04+1 4 1+C4#O+C4+1 4 14C5+O+C5+1 4 u3 Y Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 7+C2+3+C2+1 3 1+C3+3+C3+1 4 1+04+3+C4+1 4 1+04+3+04+1 4 75' Y#-Y-Ya 13.398-19.110 1+C2+2+C2+1 2 i+C2+2+C2+;2 1+C2+3-C2+1 3 1+C3+3+C3+1 4 1+04+3+04+1 4 140473+04+1 Y +-Y 119111-24.641 7+C2+O+C2t1 2 1+03+0+q+1 2 1+C3+O+C3N 3 1+C4+0+C4+1 4 1+05-0+05+1 4 1+CS+O+CS+!4 j �` O Cueiam 17.641-19.387 1402+3+C2+1 2 i+C2+3+C2+1 2 1+C2+3+C2+1 3 1403+4+C3+1 4 i+C4+4+07+1 4 itC4+4+O1+1 4 OC C> Y+-Y:-% 19.398-24.380 itC2+3+C2+1 2 74C2+3+C2+1 2 1+C2+3+C2+1 3 i+C4+4+C4+1 4 1+04+4+C4+1 4 7+C4+3+C4+1 4 24.381-31.84! 1402+2+C2+1 2 2+Cx+2+C2+2 2 2+C2+2+C2+2 312-04+3+C4+2 4 2+C4+3+Ci4+2 4 1+04+2+04+1 4 U' C4 -� 120" Y-Y-Y 29"641-32'515 2+02+3+02- 2 2+02+340,7+ 2 2+C2+3+1:2+ 3 2+C4+4+04+ 4 2+01+4+01+ 4 2+04+3+04+ 4 1 C+� O �O Y.-%-Y. 32.516-39.641 2+02+2+C2+2 2 2+C2+3+02+2 2 2+C2+3+C2+2 3 2404+3+04+2 4 2+C443+C4+2 4 2+04+3+04+ 4 Z u [i 8 uMo a 0 140' 1 Custom •• -39.645 2+C2+3+C2+ 2 2+CZ+3+0242 2 24C2+3+C2+2 3 2404+4+04+214 2-01+4404+214]2+04+3+ 724 tL Anchor Group B Anchor Group D 1 U U_ X c5 m Y `-Wd Oreo 35-7/4" Y-Y-Y 11.381-11.381 ifC2+0+02«5 z t+C2t0«C2+1 z t.cz+0+02+t 3 1+C2+p+C2+1 4 1+C2+p#C2+1 4 1+C2f0+Cx+1 4 1+C2#6+C2+1 2 1aC2+0+C2+1 2 i+C2+p+C2+1 3 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+0270+02-1 4 O w _I 38• Y-Y-Y !2.306-12.308 t+C2t0+t2t1 2 1+tx+tNC2+t 2 5+C2tp+C2+; 3 l+02+0+tx+!4 l+C2+O+C2+1 4 1+C3+6+C3+!4 l+p2+0+C2+;2 1102+0+C2+1 2 1+C2+p+C2+t 3 1+0270402+t 4 1+Cx+0+CI+t 4 l+C3+O+C3+!4 O 0 00 ti> O - t CO 45-178" Y4-%-Y4 11.391-!3.397 1+02+04(x+1 2 1+C2+o+C2+1 2 1+C2+D+C2+1 3 1+C3+0#C;3+1 4 1+C3+O+C3+1 4 1+04+0+04+1 4 1+C2+O+C2+1 2 14Cx+0+C2+1 2 1+C2+O+C2+!3 1+C3+D+C3N 4 1+p40+(�+1 4 1+CAfO+C4+1 4 `-Z G.Z f.-. LL Y-Y.-Y 53.398-14.683 l+C2+0+C2+1 2 1402+0+C2+i 2 1+C2+0+024! 3 1+03+0703+t 4 l4C3+O+C3+1 4 1+C3#0+C3+! 4 1+C2+o+C2+1 2 1+02+O+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C340+C3+1 4 1+C3+0+C3+i 4 J 0 LU YY.-Y4 11.391-12.297 i+C2+04C2+1 2 1+C2+0+C2+1 2 1+C2+0+Cx+1 3 i+C3+0+C3+1 4 1+C3+O+C3+1 4 1+04+0+04+1 4 5+C2+ J 47.114' 0+G2+1 2 itC2f0+02ti 2 1+02+0+C2+1 3 S+C34D+03t1 4 l+C3+0+C3+1 4 1+04+0+07+1 4 pp 0 Y-Y-Y 12.298-15.555 t+C2+0+02+1 2 1+C2+0+C2+1 2 1+C240+C2+1 3 1+C3+0+C3+1 4 1+C3+D+C3+1 4 1+C340+C3+1 4 1+C2+D+C2+1 2 1+C2+0+02+1 2 1+C2+O+C2+1 3 1+0340+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 ® Xt (L^ Na45 Custom 11.381-12.016 t+C2+0+C2+1 2 t+C240#C2+1 21+C3+G+C3+1 31+C3+(Y+C.t'+1 4 5+C4+0+C4+1 41+04+O+C4+1 4 1tC2+0+C2t1 21+C2+0+C2+1 2 1+C3+0+C3+1 3 t+C;3to+C3+1 4l+CA+0+O4+1 41+C4+0+04+14 bbii J F = 52-718" Y4-%-Y4 72.017.13.397 1+fx+D+C2+1 2 1+02+11+02+7 2 1+C3#D+C3+1 3 1+C3+0+C3+1 4 1+C4+0+07+1 4 1+04+0+04#1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+03+0+03+1 3 1+C3+11+03+1 4 1+C4+0+C4+t 4 1*C4+p+O1+1 4 ( F<- 2 A-Y-Y 13.398-17.016 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C.3+1 3 1+03+0+C3+1 4 1+C44D+C4+1 4 1+C4+O+C4+1 4 1+C2+0+C2+1 2 7+C2+0+C2+1 2 1+C34O+C3+1 3 14C3+0+C3+1 4 1+C4+O+C4+1 4 1+C4+O+C4+1 4 K Z ar°as Custom 11,391-13,397 1+C2+2+C2+1 2 5+C2t2+C2+1 2 i+02+2tC2+1 3 i+q+2+pt1 4 1+C3t2+C3+1 4 1+C4+2+C4+1 4 t+C2f2+C2+1 2 1#C 2+2+Cx+1 2 7702+2tC2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+7 4 j 0 sY� 13.398-15.350 7+02+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+C2+1 3 1+C3+2+C 3+1 4 1+C3+2+03+1 411404+2+04+1 4 1+C2+1+C2+1 2 14C2+1+C2+1 2 1+C2+14C2+1 3 1403+7+C3+1 4 1+C3+1+C3+1 4 1#C 4+1+04+1 4 U Q: EY.l-Y 15.361.19.841 1+tx+O+C2+1 2 1402+0+02+1 2 1*ca+0+Q3t1 3 1+04-0+G9+f 4 5+C4+O+04+7 4 1+C5+D+C5t7 4 1+C2+D+C2+1 2 1+C2+0+C2+!2 1tC3+0+C3+1 3 7+C4+0+C4+!4 l+Cd+6+C4+i 4 t+CS+O+CS+i 4 C^Ij ¢ W Custom 11.391-13.397 t+C2+3+C2+1 2 1+C2+3+C2+i 2 1+C2+3+C2+1 3 1+C3+3+03+1 4 1+0473+04+1 4 1+C4+3+04+1 4 1+C2+2+C2+1 2 1+C2+2+C1+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+04+3+01+1 4 1+04+3+C4+1 4 x 75" Y-Y-Y 13.398-19.110 1+C2+2+02+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C3+34q+1 4 1404+3+04+1 4 1+C4+3+04+1 4 1+C2+2+C2+1 2 1+C2+2402+1 2 1+02+2.02+1 3 1+03+2+03+1 4 1+C4+2+04+1 4 1+C4#2704+1 4 ant •a+oO sau° %-Y-% 19.61-24.641 1+C2tO+C2+1 2 1+03+O+C3+1 2 1+C;3+0+C3+i 3 1+0.7+0+04+1 4 1+CS+0+CS+1 4 1+CS+O+C5+1 4 1+C2+0+C2+1 2 1+C3+O+C3+1 2 1+C;3+0+03+1 3 1t04+O+C4+1 4 7+CS+O+CS+7 4 1+CS+O+C5+1 4 nWlt", ff Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1fC2+4+02+1 3 7+C3+4+C3+1 4 1+C4+4+C4+1 4 1+04+4+04#1 4 1+02+3+02+1 2 1402+3+C2+1 2 1+02+3+C2+1 3 1+C3+4+C3+1 4 1404+4+04+1 41404+3+C4+1 4 g8' Y4- -Y4 19,398-24.380 i+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+01+4+0471 4 l#C4+4+C4+!4 1+C4+3+07+1 4 i+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+i 3 1+04+3+C4+5 4 ;+C4+3+0471 4 1404+3+01+1 4 'y+r'•t.tCEN SCF�i t .-Y 24.36!-31.847 2«02+2+C2+2 2 2402+3+C2+2 2 2+C2+3+G2+2 3 2+C4+3+01+ 4 2+C4+3+C4+ 4 1+C4+2+04+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1402+2+02+1 3 1+C4f2+C4+1 4 1104+2+C4+1 4 1404+2+C4+t 4 1211" -Y 29,041-32.515 2+C2+3+C2+2 2 2+Cx+3+02+ 2 2+02+4+02+2 3 2f C0+4+C4+2 4 2+C4+4+C4+2 4 2+114+4+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+02+3+02+ 3 2+04+4+CA#2 4 2+CA+4+�+2 4 2+04+3+04+2 4 No•50705 Y 32.516-39.641 2+C 2+3tC2+2 2 2+02+3+02+2 2 2+02+3+CZ+2 3 2+04+4+04+ 4 2+01+4+04+ 4 2+C4+3+C4+ 4 2+C2+2+C2f 2 2+C2+3+C;2+2 2 2+tx+3+02+ 3 2+04+3+04+2 4 2+04+3+01+2 412+04+2-r,4+2 140' Custom -39.047 2+C2+3+02+2 2 2•C2+3+C2+2 2 2+02+4+02+2 3 2+G1+4tC4+2 4 2+CA+4+C4+2 4 2fC4+3+(14+2 4 2+0243+C2+2 2 2+02+3402+2 2 2+C2+3+C2t2 3 2-04+4+C4+2 4 2+C4+4+04+2 4 2+C4+3+C4+2 4 � '; ~ NOTES: SEE TABLE 16 FOR DESIGN PRESSURE Ofi•'•, SAE O 4Q 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4). %�`�5S•F,CORIDA,,.•�. WINDOW WIDTH-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6.8. ' 'GLASS TYPES 10-12 814-18 "MIN.SASH SIZE_- 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ��i,0NALJ-C �•N t�� MAYNOTL USED WITH 3)SEE SHEET 9FOR AGUIDE TOUSINGTHESE TABLES. 1tttt11ttC�t FIN FR NEL OR INTEGRAL 4)'1/4-1/2-1/4'AND"1/3-113.1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. FIN FRAMES 7 IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, PEA 59705 TABLE 28: BIII of Material 3.500' 3.500' 3.600' 3.500' a Part# Description Material �I 1 620121 Frame Head,Bill and Jambs-JChannel PVC �I� •062^ I� '062^ I(�J�j�- •062' -�{� •082" 2 620122 Frame Head,SIII and Jambs-Flange PVC a a U a 3 620123 Frame Head,Sill and Jambs-Fin PVC 4 620124 Frame Head,Sill and Jambs-Equal Leg PVC 2.445" n 2.445" 2.445" 2.445^ 13 20172 ift Insert/Trim Coyer PVC ❑❑� �a� �a� ❑❑� 16Fixed 4 820131 Fixed Meeting Rail PVC 15 620158 Track Insert 6063 TO AIC:I1 1 16 820129 Sash Rail(Sides,Top&Bottom) PVC 1__ T 1 O 0 0 0 17 620166 Monorail 6063 T6 At .625" T J•CHANNEL •625 FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 620168 Pull Rail Interlock 6083 T6 AI - 1.37 1O FRAME S HEAD,SILL -r-- O2 .SILL& 1.37 O HEAD, BILL& 4O HEAD,SILL& 20 620144 Pull Reil Interlock Cover PVC 1 ( 1 i MBS 21 620150 Light Sash Reinforcement 6063 TO AI 1 22 620151 Standard Sash Reinforcement 8083 TO At 1.872' 1.641' �I 23 620152 HD Sash Reinforcement 8063 TO Al 1.437' 24 es- 24 820153 Standard Meeting Reil Reinforcement 6005 T5 At F� 1.507' 2.100" 2.178' 25 820154 HD Meeting Rall Reinforcement BOGS T5 Al 1.630' 28 620155 H.D.Hertz.Roller Meeting Rall Ralntorcement 8005 T6 At 772" 065• O o 1.020' 1.375^ 27 71OX114PPA #10 x 1.1hr PH.PH SDS(Monorail Screw) 4108S 590^ 471• 28 61844 Wealherstdp,.187"x.270'Fin Pile }-rl .o6s .050" I 1.231' �-• } 1.000 �- '070' 29 01718 Weatheretri ,.187'%.220'Pal PBe I LIFT RAIL LIFT RAIL 30 118 X 1'Ph.PH SDS(Interlock Mounting Screw) 410 SS 13 &TRIM COVERANTILIFTINSEFIXED 14 MEETING RAIL 16 WE RT 18 CK SASH RAIL 19 INTERLOCK 20 INTERLOCK COVER 31 78)312PPA 08 x 3-1/2"Ph.PH SMS(Fixed Meeting Rail Screw) 410 SS 32 71669SP Meeting Rail Screw Support Plate 6083 T5 AI 33 720210 Weep Hole Cofer PVC 316' �y 1 .070'.060^ � 1.100^ r� 34 720187 installation Screw Hole Plug PVC -^I .6604' ,175^ I.�+ .300^ 4L1 I,,I (,ISI 1-71 37 720197 Auto Lock C Steel I 754^ 760" ley 715^ •715" 38 720199 Sweep Lock Cast Zinc TT T IU t u J} +� 39 720198 Auto Lock Cover Assembly Cast Zinc .035 -�I�-f •026' -�I+� -�I 1•te5 '060' 40 96 X 1-118"Ph.FH SDS(Auto and Sweep Look Screw) SS LAMI IG EXTRUDED ROLLED LIGHT SASH STANDARD 41 7202DO Auto and Sweep Lock Keeper Cast Zinc 82 72 BEADING 81 SCREEN FRAME SCREEN FRAME 21 REINFORCEMENT 22 SASH REINFORCEMENT 42 78X34PPA !18 x 3/4'PH.PH SDS(Keeper Screw) SS 43 7612FPTX #6 x 112"FPH Tek(Reinforcement Screw) SS 070" -►{I+- 1.1827 1.182' �-. �^I I� .280- 44 Leadsl0e Top Comer Key Nylon -' -1-I� 45 Leadstile Bottom Comer Key Nylon 1.164" 070^ �4, 48 Lockstlle Top Comer Key Nylon .070' ,79P 1.036" 1.041'pz� 1.041" 1229^ 47 Locksllle Bottom Comer Key Nylon 810" ' 1 L .130" L 164' 074" 48 720204 Wheel Nylon .160' ��{ 1.331^ r- � 1.340^ I+ � 1.340" F� 72 620135 Leml.I.O.Bead PVC HD SASH STANDARD HD MEETING HD HR MEETING 74 Backbedding,GE 7700 or Dow 791 Silicone 23 REINFORCEMENT 24 MEETING RAIL 25 RAIL 28 RAIL 17 MONORAIL Approvedxl com °avwir6 ro" REINFORCEMENT REINFORCEMENT REINFORCEMENT Florlde-0°Id ptj 75 71684/5 Setting Block(7/8°x 2'x 118'),85+1-5 duro. EPDM hate 76 Super Spacer nXf with Hot Melt Butyl Co site NOTES: NOAM Pe p y rftp0 Revleed W. Date: Revfalon: At ml dei'rodogCo°trel Com site S N 78 DumseaCerdinallXL Edge Spacer Coinosite 351 6,49 71�73&79 ;�`� �%GENs. ,�� NJ.. F '•.� ARE NOT USED AND , '$; Revleed By: Date: ReNelon: 80 81011 Roil-formed Screen Alum h ARE NOT PART OF , 81 61012 Extruded Screen Frame Alum THIS APPROVAL. �.it No.58705 82 Extruded Screen Spreader Bar Alum - 1s� - ® DeaerlpBon: Dro"^W. 2)PVC BY ROYAL .; - WINDOW EXTRUSIONS&BOM J ROSOWSKI 83 47042W Screen Comer Key with PUII Ring PVC WINDOW AND DOOR '• v �11 II��,VCCC 84 47041WlCKGLB Screen Comer Key No PUII Ring PVC PROFILES,LTD.,TO �'• s 1TL=O` 1 1070 TECHNOLOGY DRIVE 71i1e: Dote' 85 7CASPM Tension Spring SS BE LABELED FOR �'li�'•.,FCORIO�',.•'('�,� N.VENICE,FL 34275 HORIZONTAL ROLLER-LM 05/15/15 MMA EXTRUDER % S �� P.O. BOX 1529 88 61816C40 Screen Cloth Fiberglass CODE. ��inNAt-�� NOKOMIS;FL 34274 SorleaylNodel: Scale: sheer: Orowlnp No. Raw 87 61635161614 .140'Screen Spline(Machine/Hand Rolled) Vinyl A.LI'AgwL��c,P.E. CERT. OF AUTH. J29296 HR-5510 NTS 17 OF 18 MD-HR5510-01 P.E ft 58706 TABLE 21: to SASH ASSEMBLY Egress Lock BIII of Material MITERED FRAME WITH 44 DETAILS O+ # Parti/ I Description Material 1 INTERIOR AND EXTERIOR FRAME WELDS 100 7MC7024 Multi•Pdnl Lock Operator Cast Zinc 105 101 73340 10peratormountingPlate Steel 16 42 ® 102 72016 IMultipoint Lock Keeper Aluminum 31 1113 720214 Multipoint Lock Guide Nylon EXTERIOR 48 ATTACHED TO 104 220217-221 Tie Bat Length Vades UStalnfesseelSASH RAIL105 71024X12HFX#10x117'HHMSeei108 78X1FPAX q8 x 1"Ph.FH SMSeel 72 X4 10778X75FPTX #8 x 314"Ph.FHSDS eel i I + \ 19 Q 17 ATTACHED TO 103 30 FRAME JAMB 27 EGRESS LOCK 16 37 DETAILS \\ 40 (NOTTOSCALE 39 88 83 OR 84 42 104 87 A . \ `�� OPT.AUTO LOCK 85 ` 45 \, � 20 ATTACHED TO Approved mcamplyfoaAnhHk- FRAME JAMB _ldtarids ae dude 106 qg NOA 42� - NOA4 .}tlrml adr WodralC + 101 14 \ 82 ` 10 a OPT. X4 41 `\ ` 0 47 '1 �• ATTACHED TO 81 42 1 OPT.SWEEP LOCK FRAME JAMB e0 OR 15 1070 TECHNOLOGY DRIVE MITERED FRAME WITH 0 N.VENICE,FL 34275 1 INTERIOR AND EXTERIOR 700 (941)-480-1600 FRAME WELDS tj • CERT.OF AUTH. X29298 SCREEN NO '1'/�g1'7v�iRevived Dy: Date: Ravlelon: ASSEMBLY ;' DETAILS V,CENgFRevlred Or. Dole: Revfelon: , ;• yr 33 JI = No.58705 Omxn By: 83 OR 84 — �(�{ EXPLODED WINDOW VIEW J ROSOWSKI EXTERIOR FRAME '"tt 'I�IS:W ASSEMBLY %��'.• PT tEo W. Title: Date, ORIOP• �-j: HORIZONTAL ROLLER-LM 05/15/15 NOTES: DETAILS I FS' ' 1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ~''••I �7i�`S/ONA� ��` Sedea/Model: Scale: Saeef: DraMnp No. Rev: 2)J-CHANNEL FRAME SHOWN.PART It 1.OTHER FRAME TYPES APPLY. �!L'YtIN,7uJII.IER;b.E. HR-5510 NTS 180F 18 MD-HR5510-01 3)FOR REINFORCEMENT TYPES.SEE DETAILS ON SHEETS 6-8. P.E.q 58705