Loading...
HomeMy WebLinkAboutProduct Approval Silorida Building Code Online Page 1 of 4 Professional Regulation bpr ^^ BCIS Home i Log In User Registration i Hat Topics Submit Surcharge s Stats&Facts Publications FBC Staff BCIS Site Map Links Search ✓7 Product Approval OU SER:Public User Product ADD(DVal Menu>Product or Application Search>Amlicatlon L!, Application Detail FL# FL242-R21 Application Type Revision Code Version 2014 Application Status proved '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 drua rk@pgtindustries.com Authorized Signature Jens Rosowski j rosowski @pgti ndustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 j rosowski @pgti ndustries.com 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 09/07/2016 Date Validated 10/17/2016 Date Pending FBC Approval https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7... 5/2/2017 Florida Building Code Online Page 2 of 4 Date Approved 10/17/2016 Summary of Products FL# Model,Number or Name Description 242.1 HR-210(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C GAC 16-0629 02 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/05/2022 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0629.02.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: 242.2 HR-510(Impact) WinGuard Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C GAC 15-0612.14.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 It 15-0612.14.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: 242.3 HR-610(Non-Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.14.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/27/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.14.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: 242.4 HR-710(Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714 13.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/21/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.13.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: 242.5 HR-810(Large Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714 10 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.10.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: 242.6 HR-610(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714 15 Rdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.15.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: 242.7 1 HR-2710M(Impact) 2LT HR-271 OM PVC Horizontal Rolling Window https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDquUsDrhuM3DG,CgL7... 5/2/2017. Florida Building Code Online Page 3 of 4 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 15-0528.23 M.Ddf 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 R21 11 15-0528.23 M.pdf 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. (2-lite XX only) Evaluation Reports Created by Independent Third Party: 242.8 HR-2710M1 (Impact) 2/3 LT HR2710MI PVC HORIZONTAL ROLLER LMI Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 13-1125.03 MI.pdf 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 R21 11 13-1125.03 Ml.pdf 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. (2-lite XX&3-lite XOX) 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 R21 C CAC 16-0714.18.Ddf 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 R21 11 16-0714.18.pdf 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 Li Certification Agency Certificate Approved for use in HVHZ:YesFL242 R21 C CAC 16-0714.17.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 essure:N/A Installation Instructions Other:Please see a rami-Dade County Notice of FL242 R21 11 16-0714,17.0 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-770 Window(Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0629.09.1)df 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 R21 11 16-0629.09.pdf 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-2500 Window(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 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 R21 11 15-0609.09 WDW.pdf 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: 242.13 SGD-5570 Window(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0505.01.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/04/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0505,01,Q0 Acceptance(NOA)for product performance information. Verified By: Miami-Dade BCCO-CER https://flori dabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgLiU sDrhuM3DGCgL7... 5/2/2017 M IAM 1-DiADE MIAMI-DADE COUNTY ts�U PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidede.ew/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-IIR5510-01 titled"Horizontal Roller-LM", sheets 1 through 18 of 18,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. )MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0903.10 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 16-0714.17 MIAMFDADE COUNTY Expiration Date: September 24,2020 Approval Date: September 01,2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0903.10) 2. Drawing No. MD-E[R5510-01 titled"Horizontal Roller- LM", sheets 1 through 18 of 18, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseale spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of 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. (Submitted under previous NOA No.15-0903.10) 3. 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. (Submitted under previous NDA No.15-0903.10) Manuel Per Product Control Emin NOA No.16-0 .17 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-1 PGT Industries. Inc. -NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(corr Pmm) 4. 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. (Submitted under previous NDA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5t" Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. Manuel Pe E. Product Control gxamkfier NOA No. 4.17 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition(2014), dated August 28,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.10) 2. Statement letter of no financial interest, dated August 28,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.10) 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. (Submitted under previous NOA No.15-0903.10) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda,P.E. E. OTHERS 1. Notice of Acceptance No. 15-0903.10, issued to PGT Industries, Inc. for their Series"HR-5510"PVC Horizontal Rolling Window-L.M.I., approved on 09/24/15 and expiring on 09/24/20. Manuel Pe • . Product Controlln*U7 er NOA No. Expiration Date: September 24,2020 Approval Date: September 01,21016 E-3 2-5 ANCHORS,SEE DESIGN PRESSURE RATING IMPACT HATING CLUSTER DETAILS SHEET 5 -- 12-3/4'MAX.O.C. VARIES PER REINFORCEMENT LARGE 8 SMALL MISSILE 8"MAX. -�•I �--- _ _ r+ r'-"B'SEE 1-114' SEE SHEETS LEVEL,SEE SHEETS 8A IMPACT RESISTANT --••----- SHEET 3 MAX. 9-18 D.SEE 2-5 ANCHORS,SEE CLUSTER 15 f-'SHEET 4 DETAILS SHEET 5 18.94"MAX.O.C. _ MAX.O.C. OS SEE A,SEE -.-.10"MAX _ 0"MAX. -�{ I'4- SHEET 3 SHEET3�.-'. .- A C,SEE -10"MAX __ SHEET/� + _ __._._._._._._._ -:- E.SEE t- I i C SHEET3+ � 19' 76' E EQUALLY a MO.C. MAXSUCK MAX. 83" ANCHORSPER HEIGHT I BUCK EQUALLY63" UC TABLES 17-27 / / / / I HEIGHT ANCHORS PER BUCK 1 SEE / / I TABLES 17-ZF HEIGHT I SHEETS 9.18 15.87' O X O X X O X MAx.O.C. _ - - r MAX - _ 8"MAIC. --_ SEE SILL SEE SILL -- WEEPHOLE� - 4'O.C. 3'MAX. -� WEPF L3'MAIC. 4'O.C. 3'MAX WEEPH(X� 4'O.C.BETWEEN -'B DETAILS, DETAILS. BETWEEN SHEET4 BETWEEN L_ DE WEEPHOLES SHEETS EPHOLES �- B EPHOLES D SHEETS 75"MAX BUCK WIDTH —+ 75'MAX.BUCK WIDTH - 140"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 STANDARDS USED: _ GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER •2014 AST FLORIDA BUILDING CODE(FBC),STH EDITION • STM E7300-09 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ANSVAFSPA NDS-2012 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND43ORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. -ALUMINUM DESIGN MANUAL,ADM-2010 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 •AISI-5100-07/52-2010 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. --- 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS 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.. 1 ELEVATIONS.................................1 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT,INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. FRAME,GLASS..ANCHOR 8)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. OPTIONS..............._....._.....2 INSTALLATION,FLANGE 8 7)DESIGN PRESSURES: EQUAL LE ................. A.NEGATIVE DESIGN LOADS BINSTALLATION.BASED ON STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM El3DO. INTEGRAL FM B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. ALLATION,NTEG 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN 8 CHANNEL...................... 4 GLAZINGGDETAILS THE DESIGN OF THIS PRODUCT,THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS DESIGN PRESSUREESS...................8.8 ...................5 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 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.................9.18 - 10)REFERENCES:TEST REPORTS FTL-8072,8073 8 8074;ELCO ULTRACON NDA;ELCO CRETEFLEX NDA;ELCO ADORE-GATOR NDA;ROYAL WINDOW AND DOOR PROFILES,LTO WHITE 8 BRONZEILIOHTER EXTRUSION PROFILES 8 BOM....17 SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AFBPA NDS 8 ALUMINUM DESIGN MANUAL ASSEMBLY.....................................18 PRODUCT REVISED 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. •e eomd7ine with the Florida Building Code USER INSTRUCTIONS: Eean�OW 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. MWeed BY: Defe: ReNabn: 2 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,KOX).SIZE,GLAZING OPTION FROM(TABLE 1)AND JR 05/05/16 A)ADDED SPACERS TO BY REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING SHEET 5. 1'diami / Y TABLES 8-18(SHEETS 8-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING Rerleed By. Dofe: RMNoo: 1 OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 8 TO HELP FIND THE APPROPRIATE TABLE. 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION CONDITIONS. - ® D••odpilorc 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 8-18).VERIFY THE ANCH(XLSUBSTRATE WILL MEET 1 1 C GENERAL NOTES Et ELEVATION J ROSOWSKI REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET SET ARE MET. b 1070 TECHNOLOGY DRNE Till.: �•' 5rNSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIN/J-CHANNEL INSTALLATION. N. VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. P.O. BOX 1529 � - NOKOMIS. FL J4274 Serfu�MedeL Scole: 57leet Drvehp No. Re NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE. A.LYNN;MBLER.P.E\ CERT. OF AUTH. /29298 HR-5510 NTS 1 OF 18 M D-H R 5510-01 A INTEGRAL FIN OR EQUAL LEG/BOX),SEE FIGURE 8 ON SHEET 2. P.E.B 58705 TABLE 1:ALLOWABLE GLASS TYPESGlass TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Type Type Description(Listed from Exterior to Interior) Frame Glass Inetenation Types Options Conditions Substrate Option Detail Shoat 5 718"Laminated I.G. 1/8'A Exterior Cap+7/18'Air Space+5/16"Laminated,(2)Utes of 1/8"A Giese with.090"PVB Interlayer (we Fig B) (see Table 1) 6 7/8'Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5116"Laminated;(2)Liles of 118"A Glass with.090"PVB Interlayer Though the ....into 2X Wood Frame/Bucksldp-sheet 4,option 6 7 7/8"Laminated LG 3116'A Exterior Cap+3/8'Air Space+5/16"Laminated,(2)Lltes of 1/8"A Glass With.090"PVB Interlayer .1-Channel 1-4 integral nn...._ Into Metal-sheet 4,option S 8 7/8"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+5/16"Laminated;(2)LBes of 1/8"A Glass with.090'PVB Interlayer (#1) Through the home .._into 2X Wood FremeSmkstrip-shoot 4,option S of the window...... ....Imo Metal-sheet 4,option 7 10 7/8"Laminated I.G.:1/8"T Exterior Cap+7/16'Air Space+5/16"Laminated,(2)Liles of 1/8'H Glass with.090"SG Interlayer ....info 2X Wood FramaJBuckatrip-al7eel 3,option 1 11 7/8"Laminated I.G.:3/18"A Exterior Cap+318"Air Space+5/16"Laminated;(2)Utes of 1/8"H Glass with.090"SG Interlayer Flange Through the frame ....brio Concrete/CMU-sheet 3,option 2 12 7/8'Laminated I.G.:3/18'T Exterior Cap+318"Air Space+5116'Laminated;(2)Lites of 1/8"H Glass with.090'SG Interlayer (w2) 1-4 of the a4ndow..._. .,..tlxolgh 1X Buckstrlp Into Corcrete1CMU-shed 3, ion 3 14 7/8"Laminated I.G.:1/8"T Exterior Cap+5/16'Air Space+7/16"Laminated,(2)Utes of 3/16'A Glass with.090'SG Intedayer ....Into Metal-sheet 3,option 4 15 7/8'Laminated I.G.:3116"A Exterior Cap+1/4"At,Space+7/16"Laminated;(2)Utes of 3/16'A Glass with.090'SG Interlayer Through the .-Imo 2X Wood Frame/Buckstrip-sheet 4,option 6 ...... 16 /8"Laminated I.G.:3/18'T Exterior cap+114"Air Space+7116"Laminated;(2)Utes of 3/16"A Glass with.090'SG Interlayer Integral Fin t-4 integral In ....into Meld-shoot 4,option 8 SEE SHEET 6,TABLE 5 FOR GLAZINGIDESIGNURFJANCH GE INDEX. (M3) Thragh the tame ...Into 2X Wood FramalBuckstrip-shot 4,option 6 of the window...... ....Imo Metal-sheet 4.option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7.11 d 15 ....Imo 2X Wood Frame/Buckstrlp-sheet 3,option 1 GroupAnchor Subsfrrate Min.Edge Min. ' MAY NOT BE USED IN THE Through the hems ....Into ConoratHCMU-sheet 3,option 2 HVHZ ABOVE 30'. Equal{eg 1-4 Distance Embedmenr • ( ) of the window_.... ....through IX Buckstillp Into ConerelelCMU-shsel 3, ion3 P.T.Souihem Fine(SG= 7/16 13/8' -Imo Metal-sheet 3,option 4 #10 SMS 'MIN.OF 3 THREADS (stem,18-8 S.S. Steel,A36" 3/8" 0.050" BEYOND THE METAL Or 410 S.S.) Steel Stud,A653 Gr.33' 3/6" 0.0451'(18 Ga.) SUBSTRATE.FOR Aluminum,(7"063-TS' 3/8" 0.050" STEEL STUDS, 'A'=ANNEALED P.T.Southern Pine(SG=0.55) 7/16' 1_3/8• MIN.Fu-45 KSI B "H'=HEAT STRENGTHENED MIN.Fy=33 KSI. FIGURE B:FRAME TYPES T=TEMPERED 3/16"steel Ultracon Concrete(min.2.85 kel) 1" 13/8" "PVB'_.090"BUTACITEID PVB LkWOUted CMU,(ASTM C-90) 2-1/T 1-1/4" 'UNGROUTEO CMV' o BY KURARAY AMERICA.INC. P.T.Southern Pine(SG=0.55) 9/16' 13/8" VALUES MAY BE / #12 SMS USED FOR GROUTED (2 L/ / /u SG'_ .090'SENTRYGLASm B (steel,18-8 S.S. Steel,A36' 3/8" 0.050" CMU APPLICATIONS. INTERLAYER BY KURARAY Steel Stud,Afi53 Gr.33' 318" 0.0451' 18 Ga. AMERICA,INC. or 410 S.S.) ( ) INSTALLATION NOTES,SEE SHEETS 3 g 4 FOR ILLUSTRATIONS_ Aluminum,6063-T5• 318' 0.063" BOX OR 1 USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON FLANGE EQUAL- 1/4'steel Ultracon Concrete(min.2.85 kel) 1" 1-3/4' ) LEO C Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" TABLES 2 d 3.THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE 114"steel Crete6ez Concrete(min.3.35 kal) 1" 1-3/4" USED ON ANY SIDE OF THE WINDOW. 1/4'steel Ullrecon Concrete(min. k .85 2kat) 2-1/7 1-3(4' 1/4'steel Ultracon P.T.Southern Pine,85 si 55) 1' 1-3/8" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/T THICK ARE TO 114"steel Cretellex Concrete(min.3.35 k9l) 2-112" 1-3/4' BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE / D 1/4"steel Cretellex Urlgmuled CMU,(ASTM C-90) 2-1/2" 1.1/4" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD �'�/Q 3 0 P.T.Southam Pine(SG=0.55) 1" 1-3/8' BUCKS DEPICTED AS ZX ARE 1-1/Z"THICK OR GREATER.1X AND 2X v ._ BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 1/4'steel Aggro-Gator J-CHANNEL INTEGRAL Concrete(min.3.275 ksl) 1-1/Z' 1-3/8" TRANSFER LOADS TO THE STRUCTURE.WOOD SUCK DESIGN AND FIN 1/4'steel Aggro-('alOr P.T.Southam Pine G-0 55 1" 1 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR Grouted CMU,(ASTM C-90) 2" 2^ ARCHITECT OF RECORD. TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISM) Group Anchor Substrate Min.Edge Min. I es cemprying.vhh the Find& 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. Building Code Distance Embedment* 4) N. E 2-1/2'x.131'Common Neil P.T.Soulhem PIr7e(SG=0.55) 318" 2-7/16" Ss.4ed BY Dt.: RerNren: ndion Dere 2-1/2"Ringahank Roofing Nall P.T.Southern Pine(SG-0.55) 3/8" 2-7/16" Dy W. �: Mi a wndnct C T. outhem Pine(SG=0.55) 1/T 13/8' R.rre.d R.WWon- 1 010 Tr 1,18-8 SMS Aluminum 8083-15, 3/8" 0.050" (steel,0 S.S.S. Steel Slug Gr.33' 3/8' 0.0451"(18 Ga.) a 410 S.S.) ® Description: Drown By: F Steel,A36* 316" 0.05D' THRE MIN.os BEYOND (, /K I6 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pine(SG--0.65) 9/16• 1 Vii THE METAL .112 SMS 1070 TECHNOLOGY DRIVE Tab: per; (steel,1&8 s.s. Muminum,6063-T5" 3/8' 0.083" SUBSTRATE.FOR N. VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 Steel Stud,Gr.33" 3/8" 0.050" STEEL STUDS, P.O. BOX 1529 or ,410 S.S.) MIN.Fu=45 KSI d NOKOMIS, FL 34274 Steel,A38 3/8" 0.050" MIN.FI-33 KSI. A.LYNN MILLER,RE SerNe/MedM: ScaN: D very Na.FRev: REA M705 CERT. .17 Aures. 12.29. HR-5510 NTS 2.OF 18 MD-HR5510-01 A INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION 21 R@ OR 23 ASUCKSTDTHROUOONCREEAMU. INSTALLATION EMBEDMENT AND EDGE OPTION 4 BUCKSTRIP INTO ,SHEET 2.CMV. DISTANCE PER SUBSTRATE, SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS ) SEE NOTE 2,SHEET 2. OPTION� ANCHORED THROUGH TYPICAL FOR ALL ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2,SHEET 2. FRAME INTO METAL "XO"OR"OX"SASH 1/4'MAX SHIM � EMBEDMENT FRAME INTO 2X WOOD 18 29 FRAME OR BUCKSTRIP. 1 'MAX.SHIM 19 16 30 N28 SEE NOTE 2,SHEET 2. 13 40 OPERABLE - 20 EDGE C> EMBEDMENT (� FLANGE 1 #10 OR 012 STEEL 3739 SASH o '-L� DISTANCE FRAME _.1_ SMS(G5).SEE - - SHOWN �+ TABLE 2.SHEET 2. 2 28 1/4'MAX SHIM 41 v' o 'V ❑ O TYP.ANCHOR TYPE, EMGE DISTANCE PER BEDMENT AND 2 FIXED 13 LITE o VISIBLE ED Imo- SUBSTRATE,SEE LIGHT WIDTH TABLE 2,SHEET 2. 72 OII 86 87 DADE APPROVED MULLION, o D 29 FBC COMPLIANT I VISIBLE 42 EXTERKMt ALUMINUM/STEEL FRAMING FLANGE 74 LIGHT WIDTH FFJ� EQUAL OR STEEL STUD.MAY BE FRAME 72 24 OR 25 OR 26 4 LEG (1)AT MID-SPAN OF INTERLOCK VISIBLE FIXED VERTICAL OR HORIZONTAL. SHOWN FRAME ®(1)3-1W FROM EACH SASH LIGHT LRE SEE SUBSTRATE PROPERTIES. (SEE SHEETS 8-8) ICAL FOR ALL SHOWN CORNER AND(1)AT CENTER OF HEIGHT TABLE 2,SHEET 2 'XO'OR"OX"FIXED MEETING RAIL BUCK WIDTH SASH STILES/RAILS �— 29 HORIZONTAL SECTION A-A(OX) 2z 23 BUCK 28 30 16 19 i- ALL (SEE S�S 8-8)TYPICAL HEIGHT EXTERIOR T OPERABLE 20 OPERABLE FOR ALL"XOX"SASH } OPERABLE SASH 40 o SASH SASH37-39 _VISIBLEZI21 R�222 OR 23 LIGHT I 0 EE SH ETS8-B) HEIGHT 28 41 -�j TYPICAL FOR - FIXED SASH 16 VISIBLE 1 _ LITE Z VISIBLE 46 47 LIGHT WIDTH Ir_ o � - - �'i LIGHT WIDTH 4 F 81 29FLANGE r o o O FRAME 87 WEEP OPT. 29 15 SHOWN L_�L_� �_JL_ NOTCHES 80 O 42 3/4'X 1/4' 25 R 28 VISIBLE EXTERIOR 1-1/4'X 1/4' LIGHT WIDTH 14 4 2 (SEE SHEETS 6-8)TYP�F R 4 ALL"XOX'FIXED MEETING RAIL _ 33 1M MAX r BUCK WIDTH EQUAL.-LEG PRODUCT REVISED SHIM a<complying with the Florida o HORIZONTAL SECTION E-E(XOXFRAME Building Code IN EQUAL LEO INSTALLATION AS PER SECTION A-A ABOVE WN SHO ..' Aeoeptmon No l0•Q] .2 ^^ FRAME SHOWN MWead By: A.W.W.Tj L�q.intion Dere ` -!i/ EMBEDMENT R7 INSTALLATION .• OPTION 2 Rrl Data: Rert�om ANCHORED THMy ROUGH FRAME DIRECTLY INTO - man B1' ® Deantptlm.* coHCRETErcMu. EDGE _ :C{• FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI TYP.ANCHOR TYPE, DISTANCE VISIBLE LIGHT FORMULAS ( `� 16 EMBEDMENT AND EDGE VERTICAL (EQUAL-LITE,XO&OX) 1070 TECHNOLOGY DRNE TM: Daft: DISTANCE PER SUBSTRATE, WIDTH:BUCK WIDTH/2.41/4' N. VENICE, Fl 34275 HORIZONTAL ROLLER-LM 05/15/15 SEE TABLE 2,SHEET 2. SECTION B-B HEIGHT:BUCK HEIGHT-7AW P.O. BOX 1529 NOKOMIS, FL 34274 �p/ o".. SCOW. Shae1: Drawbq Me. Mr. 'A.L�{IMgIh:.k'PE. CERT. OF AUTFI. '29296 HR-5510 NTS 3 OF 18 MD-HR5510-01 A P.EJ 58705 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 OR 22 R 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME EE SH ET3 ) NOTE 2.SHEET 2. ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2 INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X EMBEDMENT 1 FINIFLANGE REMOVED) 'XO'OR'OX"SASH a WOOD FRAME OR BUCK- L STRIP.SEE NOTE 2, EDGE SHEET 2. DISTANCE 1/4'MAX.SHIM13 19 18 30 18 28 EDGE JLHANNEL110 OR 112 STEEL 20 40 OPERABLE 4 - DISTANCE FRAME SHOWN 0 SMS(05),SEE 3739 TABLE 2,SHEET 2. I J p 1 28 TYP.ANCHOR TYPE. n 41 .! �t, EMBEDMENT AND 1/4'MAX SHIM 1 a�� FIXED o 0 o EDGE DISTANCE PER TYP.ANCHOR TYPE, FIN AND/OR LTA fes_ _ I VISIBLE 1 _ SUBSTRATE,SEE EMBEDMENT AND EDGE FLANGE MAY BE -i� LIGHTWIDTH 111 - TABLE 2,SHEET 2. DISTANCE PER SUBSTRATE, REMOVED IN-FIELD 'I', (SCREW SHOWN) 72 SEE TABLE 3•SHEET 2. o i 0 13 FEE-- 85 87 FIN FRAME DADE APPROVED MULL COMPLIANT , VISIBLE LIGHT WIDTH 42 EXTERIOR 0 SHOWN 29 FSCALUMINUM/STEEL COMPLIANT ALU OR STUD. 72 24 ROR 28 14ID 3 VISIBLE OR STEEL STUD.MAY BE "�� LIOINT FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 8$) PI FOR L HEIGHT T LITE SEE SUBSTRATE PROPERTIES, 'XO'OR'OX'FIXED MEETING RAIL TABLES 2 8 3,SHEET 2. BUCK WIDTH INSTALLATION HORIZONTAL SECTION C-C(OX) 23 OPTION 8 � 18 (SEE T PEIC LEFOR 6.8) ANCHORED THROUGH FIN INTO METAL 28 30 18 19 ALL"LOX' (FLANGE MAY BE REMOVED) SUCK EXTERIOR OPERABLE 40 Z0 OPERABLE SASH HEIGHT - o SASH o e /���ED VISIBLE I -� = 37-38 SASH 110 OR ). STEEL `1 RI 7l ARO LIGHT OPERABLE 0 ~�- SMS(GS),SEE EE SH ETS 8.3 HEIGHT SASH I ' O TABLE 2,SHEET 2. TYPICAL FOR _LJ L �J ALL SASH 16 41 FIXED - - � Ay II 1� VISIWIBLDTH E LITE _ I VISIBLE OPT 88 `— e o _�' ~~"II LIGHT WIDTH r- . 46 q7 LIGHT ' 80 81 f FINWEEP L- FRAME 87 85 NOTCHES 29 29 SHOWN 3/4'X1/4- o I VISIBLE I _ EXTERIOR00 1-1/4'X 1N' 3 25 R 28 —��11 LIGHT WIDTH 1� 72 (SEE SHEETS 8.8)TYPICAL FOR 14 1 J-CFRAME HANNEL 16 ALL'XOX"FIXED MEETING RAIL SHOWN 33T BUCK WIDTH + 3 114*MAX HORIZONTAL SECTION F-F(XOX) o PRODUCT REVISED O SHIM (1)AT MID-SPAN OF INTERLOCK INSTALLATION AS PER SECTION D-0 ABOVE ae�'PIYl g wtlb m.Flood.-1/2-FROM OEACH SASH fRV FRAME 43 (1)3Duil t SHOWN CORNER AND(1)AT CENTER OF Acrepl-.eoce NH o -4•,I']2D Reviesd BY: Dote: RsHeion: TVP.ANCHOR TYPE, SASH STIIESlRAILS Toa Drlc EMSEDMENTAND EDGE DISTANCE PER EDGE DISTANCEMi - W Re Need By: Dots: ReHelon: en odact SUBSTRATE,SEE SEE TABLE 3,SHEET 2. __i EMBEDMENT //.. _ _ W. VERTICAL VISIBLE LIGHT FORMULAS Lt- CHANNEL&INTEGRAL FIN FRAMES ROSOWSKI INSTALLATION OPTION 5 (EQUAL-LITE,XO&OX) —(I f b oae.: ANCHORED ORED THD FRA INTEGRAL FIN SECTION D-D 1070 TECHNOLOGY DRIVE TINS: WIDTH:BUCK WIDTH/2.4-1H- N. VENICE, FL 34275 ST HORIZONTAL ROLLER-LM 05/15/15 0J2X WOOD FRAME BUCK- HEIGHT:BUCK HEIGHT-1.1/4' P.O. BOX 1529 STRIP.SEE NOTE 2.SHEET 2. - NOKOMIS; FL 34274 5.rw/wow. S-4: Dowhp No. Rar. A LYNN ItA14LFJ1,PE CERT. OF AM. #29295 HR-5510 NTS 4 OF 18 MD-HR5510-01 A P.E.155705 SILICONE STRUCTURAL --�{ 7I6"NOM. 7/8'NOM. �I 7!8"NOM. �— —�{ 7A1'NOM. POLYISOBUTYLEN 1/4'NOWWITH DESICCANT EXT.GLASS O KODISPACE 5/18"A/A PVB 5/16"AIA PVB 5116"A/A PVB 5/16"A/A PVB 4O TPS 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 3/16"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR INT.GLASS le 79 7a7B 7679 7679 ALUMINUM REINFORCEMENT GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 5/18"NOM. BUM 8 DESICCANT FOAM 7A1'NOM. -+{ 7A3"NOM. -+{ 718"NOM.. � 7/6'NOM. EXT.GLASS O DURASMO I I SPACER 5/16•HM SG 5/16"H/H SG 5/16"H/H SG 7/16"A/A SG 7/18"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE INT.GLASS 1/8"T GLASS 3/18"A GLASS 3/16"T GLASS 118"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR HOT-MELT BUTYL 7679 76-79 76.79 79.79 STRUCTURAL SILICONE 3N8"NOM. WITH GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 DESICCANT SUPER EXT.GLASS O SPACERO NXT 7M _..{ 71B"NOM. Tre-NOW 1/2'NOM.GLASS 76.79 SITE TIP. 72 Q 74 7/1e"A/A SG 7/16"A/A SG INT.GLASS EXTERIOR ' MAY N TYPES S,7,11 81S 1/4"AIR SPACE 1/4"AIR SPACE MAY NOT BE USED IN THE 28GLASS--\ � HVHZ ABOVE W. POLYISO- tiNT.GLASS NT FILL AREA 3/16"A GLASS 3/16"T GLASS BUTYLENE5/18"NOM. 29 75 a EXTERIOR a EXTERIOR GLASS TYPES 10-12&14"16 SEAL ,� 'MAY NOT BE VSED WITH ROLL-FORMED SILICONE SEAL 7&� 7679 •FINN FRAMES R INTEGRAL -- STAINLESS STEE XL EDGET1' PRODUCT REVISED Exr.GLAssSPACER o ❑� o GLASS TYPE 15 GLASS TYPE 16 �`""P'Y'"ewith 1iF1o"a' Dega;nBcAee ,1 Ac .ptanoe No /t0"f7 1Y•„ RMeed Bl: Detc RwMon: nC Dale JR 05/05/16 D SPACERS. MOVED CLSTR.DETAILS. By TYP. GLAZING DETAIL Mn' Dude�`adq`t ReNeed By: nett. RMNerr: "A"=ANNEALED ® Dauptbn: Dronrr Part Daeedp9en Ma1.dd I "H"=HEAT STRENGTHENED GLAZING DETAILS J ROSOWSKI 'T'-TEMPERED 6 I I K.. /G �: 76 Kanmeding 4S0 TPS Spacer SyMam "PVB"_-.090"BUTACITE®PVB BY KVRARAY AMERICA,INC. 1070 TECHNOLOGY DRIVE TBA: 77 ouene.Super SpacernXrwkhHot Mail Butyl $B°" 'SG"".090"SENTRYGLASOINTERLAYERBYKURARAY N.VENICE, FL 34275 HORIZONTAL ROLLER WINDOW-LM 05/15/15 3h met br AMERICA.INC. - P.O. BOX 1529 78 Ouenee Dumseai Spacer Meledela NOKOMIS, FL 34274 Ser1°a/MotNF. Soele: Slwtr nrewlnp No. Rev: 79 Cardinal XL Edge Spacer FOR LAMINATED GLAZING COMPONENTS.SEE TABLE 1, A.LYN14MILLEA,P.E. CERT OF AUTH. /29296 HR-5510 NTS 5 OF 18 MD-HR5510-01 A REFE ENCE TEST REPORTS:FTL-8717,8988 8 8970 SHEET 2. P.E 0 58705 TABLE 5: Index to All Design Pressure and Anchor Quantity Tables Ms. M, .. Glass Rs W. Bastille.Pra." Malan pwrtlly TABLE 0: TABLE 7: cAr41p Wdth Height type La..l Glss•7a Pas Design Pressure(lb*W) Glass Types Design Pressure(lbsRtz) r r 5.6 Tor XO or OX Windows 5'9 for XO or OX Windows 59" 1 e 75' 59• 5 2 7 a /a 9 RMnf.Leal RI A6 Buek Hill up to 54• Relnf Lerel R2 All Buck Heights up to 54" ar 3 0 7 19 10 72' 4 1 6 10 A6 Owk Widths +$0/-50 All Buck Widths +65/-70 AD 34" 1 e e 1 up to 75" up to 7s' 65/-70 o 6/ 2 7 6 16 9 Ox 75• 6.6 3 6 7 19 10 SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE 11 21 R 72" 4 10 6 20 10 L75• 76' 10.12 4 12 a 22 11 U-1e 4 12 6 22 11 O ps-e 7 3 12 120- 61• 596 1 13 24 1 HEADER HEADER 7 4 U a 25 14 t40• eJ' 10-12 4 1a 26 1 14.1 f e a 27 16 f 4"MAX.D.C. SECTION DETAIL 21 SECTION DETAIL FOR WINDOWS WITH z1 0 o FOR WINDOWS WITH LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH / IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT 5-ANCHOR FRAME TYPES 6 FRAME TYPES 6 CLUSTER DETAIL CONFIGURATIONS) 21 CONFIGURATIONS) O 21 4"MAX.O.C. EVER SILL n - SILL ' - 7//// MCHORUSTER DETAIL SASH WItrH SASH WIDTH NG RAIL a MEETING RAIL 4'MAX.O.C. �-.— 25 21 21 21 JAMB EXT KM JAMB ExTgmM -- V � 7// 3-ANCHOR CLUSTER DETAIL NOTES: PRODUCT REVISED es camoyfirtlil with the Florida Btildfnti Code 1)USE THESE TABLES FOR ALL WINDOWS Aoaptrtoe No IG�O INSTALLED THROUGH THE FRAME OR RaMaad W. Dote: Rwwon: ntion�O 2RM EL FIN.DIMENSIONS ARE BUCK WIDTH AND JR 05/05/16 A)MOVED CLUSTER 7 S'MAX O.C. DETAILS BY 4'MIN.O.C. I I BUCK HEIGHT(SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. RaNsad W. Odd: RaviMnn. Miami>.de Pn.de<t Caorr�i 3)FOR SIZES NOT SHOWN.ROUND UP TO THE - NEXT AVAILABLE MOTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4)'1/4-1/2-1/4"AND•1/3-1/3-1/3'INDICATE THAT - /' (NIu ® DESIGN PRESSURE TABLES J ROSOWSKI Z AN(.`HOR THOSE STANDARD SASH D COTH NFIGURATIONS TIN T - O 1070 TECHNOLOGY DRIVE 11th: Was: CLUSTER DETAIL ADJACCEENTICOLLUMNs CUSTOMINDICATES E N. VENICE FL 34275 HORIZONTAL ROLLER-LM 05/15/15 P.O. BOX 1529 THAT NO STANDARD SASH CONFIGURATIONS NOKOMIS� FL 34274 •�y Sc l.: FALL WITHIN THE RANGE. A.LYNN MILLER,P.E. Rm P.Ex5e7o5 CERT. OF Aures. /2929e HR-5510 NTS 6 OF 18 MD-HR5510-01 A TABLE 8. Glass Types Design Pressure(Ibslft') 5-B for XO or OXMndows Relnf Leel R3 All Buck Heights up Io 83' O As Buck Wkhhs HEADER up to 75- -501-50 SEE TABLE 19 FOR ANCHORAGF TABLE 9. Glass Types Design O 22 5-8 Bas„ Sasn Pressure Ibs o ( ift1AxXOX Rdnl Le-ell Caf91 W10n WIdIh VMndows SASH R3 Rerge fn) Widow Buck Height 41r 1 54" 1 63" HEIGHT 35.1/1 K-K_K 11.3M.11.391 -50.0 1 -500 •50.0 -50.0 1•50.0 1 50.0 O36• K-K-K 12.308-12.306 -5D.o Sao .50.0 -50-o .So.o -5o o 22K-K->< 11.391-13.397 .50.0 .so.o .50.0 50.0 •50.0 -500 45.vr 13.398-14.083 •50.0 -50.0 .50.0 .50.0 .50.0 -SO.o 4734 K'K'K 11.391-12.297 -50.0 .50.0 .50.0 -50.0 .60.o .500 K-K-K 12298-15.556 .50.0 -Sao .50.0 S0.0 .50.0 50.0 E""0N SILL Glom 11.391-12.016 •50.0 5110 1.50.0 .50.0 .50.0 .50.o 52-118' %-%-g 12.017-13.397 -5D.0 -50.0 .500 %o .50.0 -%.0 o K-K-K 1130-17.016 .50.0 -5110 -50.0 .50.0 .50.0 50.0 Custom 11 391-13 397 -50.0 50.0 .50.0 50.0 .M.0 50.0 SASH*MDTH 60' K-K-K 13.396-15.300 .9D.0 5110 -50.0 50.0 *50.0 50.0 K-K-K 15.361.19.541 .50.0 Sao .50.0 50.0 .50.0 -W.o rJAMB CI■10m 11.391-13397 -50.0 -%0 -50.0 50.0 -50.0 50.0 NG RNL 75' K-K-K 13.398-19.110 -50.0 Sao -500 50.0 .50.0 50.0 K-K-K 19.111-24.641 -50.0 -50.0 .50.0 .50.0 .50.0 .50.0 22Custom 16360-19.397 .50.0 -500 .50.0 -500 .491• -491• 96" K_K_K 19.396-24.300 -51.0 50.0 -50.0 5(.0 .50.0 -50.0 1 Custom 24.361-30.30) .50.0 50.0 -50.0 50.0 -S0.0 -50.0 n v 1p" K-K-K -3o.3eo .SD.a -so.o .so.o So.o H9.1• -49.1' -50/-50 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR ANCHORAGE MIN.SASH SIZE_WINDOW WIDTH-59.28 SECTION DETAIL 2 FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES 8 PRODUCT REVISED CONFIGURATIONS) as complying wifi the Florida Building Cod, Revised By Dofs: Revlsbn: AcoepI-No 'O ./7 'rasion Utle / By jUTRsvlssd W. Dofs: R.W f., Ml-Dade Prode�t Coat)tlF+ Do NOTES: 6T 16 ® DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34).SASH SIZE IS AS PER THE FIGURE. 1070 TECHNOLOGY DRIVE TfIN:N. VENICE, FL 34275 asks, 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. NOKOMIS, FL 34274 HORIZONTAL ROLLER-LM 05/15/15 4)'1/4-1Q-114'AND•113-1/3-113"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH P.O. BOX 1529 S.rfsa/Ifeds/, SmN: Rar RANGE IN THE ADJACENT COLUMN. 'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYNN'MILLER.P.E. THE RANGE. PEA6IM CERT. OF AUM. /29290 HR-5510 NTS 7 OF 18 MD-HR5510-01 A TABLE 11: TABLE 12: TABLE 13: G1ew Types Glass Types Design Pressure(Ibslfl3)for Glass Types Design Pressure(bsMe)for s 6 e Bwll awn Design Pressure pbslll2)for XOX Windows 5.8 70.12 4 1418 TABLE 154: XO or OX Windows XO or OX Windows 14ek7t LeM �pii6oi, watn Wlydow Buck 1 Reith Level Window Buck Height Relnf LeM Window Budc Height �s 0^) 36,Gieae Types Design Pressure(Ibslft) R4 48' 54' 63" R4 54' 63' 7e' • 15-11 for XO or OX Windows Coal. 11.x1-13.397 •65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +85.0 F5.3 25.112" +85.0 -70.0 +85.0 -70.0 •85.0 •700 25-12' +85.0 •110.0 +85.0 -110.0 +65.0 -110.0 Relnt Lewq R4 AN Buck Heights up to 77 g 28' +65.0 -70.0 +85-0 .70.0 •65.0 -700 15 28" +65.0 -110.0 •05.0 -710.0 +65.0 -110.0 �• Y4-y2-y4 73'390-15.360 +85.0 -70.0 +85.0 -70.0 +85.0 -70.0 +85.0 -70.0 g 36• +650 -70.0 •65.0 -70.0 +65.0 •70.0 36" +65.0 .110.0 +05.0 -110.0 +116.0 -no.o 15.x1-111.541 *116.0 -70.0 +116.0 -70.0 +116.0 70.0 +116.0 -70.0 All Buck Widlha up to 75' +501_5Q 42• +85.0 .110.0 •05.0 -110.0 +65.0 •110.0 ��^ 11.991-13.307 +116.0 -70.0 +66.0 -00.8 +63.3We.2 47 +850 •70.0 •65.0 •70.0 +65.0 -70.0 Y 1i 76• K_K_K 13.398-18.110 +65.0 •70.0 +66.0 -70.0 +65.0 .2 46.249' +850 •10.0 +05.0 -70.0 +65.0 -70.0 48" +65.0 .110.0 +05.0 110085.0 .08SEE TABLE 20 FOR ANCHORAGE 60' +650 -700 •650 -70.0 •65.0 -700 F W, +650 -110.0 +a55.0 .1100 +85K-%-% 19111-24.641 +�.0 •70.0 +65.0 -70.0 +05.0 .0 -06.0Ouilft m 711.316-19.x7 +65.0 -70.0 •69.9 �.9 +55.5 .1 49.175" +eSO .70.0 +65.0 .76.0 +64.3' -64.3' 75' +65.0 .110.0 +85.0 •103.5 +65.0 40.0 �. 10.398-24.x0 +86.0 -70.0 •62.1 42.1 +58.09 40.3+65/-70 FOR GLASS TYPES 84 SEE TABLE 22 FOR ANCHORAGE K-K-KSEE TABLE 21 FOR ANCHORAGE Cullom 24.x1-30.360 +65.0 -70.0 +850 -70.0 +85.07.0 47.0TABLE 15: p 126' }L-}S-yj •• -30.380 +65.0 -70.0 •60.949.8 +66.6 .1 -49.1 Glass TypesRangenge Q Windows SM) WINDOW WIDTH-59.28 SEE TABLE 24 FOR ANCHORAGE Wid Sash TABLE Pressure(1611th)forXOX HEADER "MIN.SASH SIZE= 2 10-12 Sash TABLE 74: Relnf.L.1 ConBg-mllon pe n) Window Buck Nei ht Glees Types7&8 gash Design Pressure(IbsW)for XOX Windows R4 40' S4" 63' Sash Wldlh Custom 11.391-13.397 +65.0 -110.0 +65.0 -110.0 +85.D -110.0 Rem Lewl Owdo"ion Row(y7) WIMow Busk hall 60' K-K-X 13.398-15.360 +65.0 -110.0 +65.0 -110.0 +66.0 -110.0 R4 36' 48' 1 W 63' K-K-K 15.361-79.041 •65.0 -110.6 •65.0 -110.0 +65.0 •110.0 D 23 Cultom 11.x1-13997 +05.0 -70.0 +65.0 -70.0 +05.0 70.0 +65.0 -70.0 (Custom t 1.397-13.397 +65.0 -110.0 +65.0 -110.0 +65.0 -710.0 60' X-K-X 1].390-78.300 +85.0 -70.0 +06.0 -70.0 +115.0 70.0 •05.0 -70.0 7s X K X 13.396-19.110 .116.0 -170.0 .116.0 •170.0 +65.6 -110.0 SASH K-K-K 15.x1-19.1141 +115.0 -70.0 +ea.o -70.0 .1111.0 70.0 •115.0 •70.0 HEIGHT Cuelan 11.301-13907 +65.0 -70.0 +65.0 -70.0 +85.0 -70.0 -M.O -70.0 %-K-% 19.111-24.641 +65.0 -110.0 +85.0 410.0 +55.0 -110.0 75• yj_K_K 13.396-19.110 +05.0 -76.0 +65.0 -70.0 +05.0 70.0 +65.0 -70.0 m Custom 17.641-t9.3W +116.0 -110.0 •66.0 -110.0 +Bs.o• -1a.e• 23 m K-K-K 19.117-24.641 +118.0 •70.0 +�.0 -76.0 •05.0 -70.0 •s5.o -70.0 EE5 w WX-X 19.396-24.300 I:: •05.0 -110.0 +05.0' -109.5• g (1letam 24.x1-31.641 •66.0 -110.0 •66.0 -110.0 Custom 111.300-19.307 •05.0 -70.0 +05.0 -70.0 •06.0 40.0 +68.0' 47.7 X-K-X 26.641-31.616 +05.0 -110.0 -1 -104.8'0.096 K-K-X 19.396-24.300 +65.0 -70.0 +05.0 -70.0 +05.0 -70.0 .e6.v -61l 120' Custom 24,x1-30.306 +05.0 -70.0 +65.0 -70.0 +115.0 -70.0 +05.0 -76.0 K-K-K 32.516-39.641 +05.0 -110.0 +05.0 -110.6 zo X-K-X 30.3110 *116.0 -70.0 +54.0 -70.0 .116.0 -70.0 -1115(r 47.r 140' Custom •' -30.641 +65.0 -110.0 +e5.0• -104.8• SILL SEE TABLE 25 FOR ANCHORAGE '+651 FOR GLASS TYPES 11 8 12SEE TABLE 28 FOR ANCHORAGE '+65/-70 FOR GLASS TYPE 8 ••MIN.SASH SIZE=WINDOW WIDTH-89.28 ••MIN.SASH SIZE=WINDOW WIDTH-60.72 2 TABLE 16: 2 GNas Types Design Pressure(IbsIR7)for XOX9-3'- SASH 14.10 Sash Sash WindowsSECTION DETAIL Relnf.LeM Contpure0on WidR■nget0.) Windm Buck Height VWtDTH GRAIL FOR WINDOWS WITH R4 46• 54• er LEVEL R4 REINFORCEMENT Cullom 11.397-13997 +66.0 -110.0 *66.0 -110.0 +85.0 -170.0 (REINFORCEMENTS SHOWN or K_K_yj 13.]96-15.300 +06.0 -110.0 +85.0 -110.0 +65.0 -110.0 IN FIGURES T P E TO ALL FRAMETWES6 )S-)6-% 15.x1-19.641 +95.0 -110.0 +88.0 -110.0 +05.0 -110.0 CONFIGURATIONS) GLASS TYPES 10.12 6 1418 Gsttsn 11.391-13.387 +85.0 -110.0 +85.0 -110.0 +65.0 -100.] � 'MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL PRODUCT REV]SW 7S X-K_J6 13.399.19.110 +65.0 -110.0 +85.0 -110.0 +05.0 Al •FIN FRAMES m oaoplying with the Piorkta K-%-K 119.111-24.641 +85.0 -110.0 +05.0 -110.0 +65.0 -1029 Buif4mg Code Acceptance No 17 Cui lom 17.641-11,31111 +66.0 -110.0 +66.0 -110.0 +06,0 -07.4 1? mlinn Dns x' )(-%-X 19.396-24.366 +65.0 -110.0 +65.6 -110.0 •x.0 -0.0 R.vw.d By. 0111.: RavrNon: Custom 24.x1-31.541 +66.0 -110.0 +65.6 -110 l) +65.0 46.4 " Atl�. rxae rw,ame 126' K-K-K 29.541-32.515 +06.0 -110.0 +65.0 -109.6 +65.0 44.3 R-I-d Wr GO.: ReNaro^: K-X-K 32.516-99.541 +65.0 -110.0 +116.0 -105.0 +66.6 I -M.e 240• Custom » -30.541 +65.01-110.0 -BSO -105.6 +65.0 46.6 - Doc 6y SEE TABLE 27 FOR ANCHORAGE Ci•��''77--6 T7f-�`-' ® DESIGN PRESSURE TABLES J ROSOWSKI NOTES: 1(�II� 0 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. 1070 TECHNOLOGY 11tH: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. N. VENICE' FL 34227575 HORIZONTAL ROLLER-LM 05/15/15 P.O. BOX 1529 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ' NOKOMIS• FL 34274 ] / M: SseM: S7teeh 011'66'1^9 Ns, Rev 4)'1/41/2.1/4•AND-1/3-1/3-113-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNNMILLER,P.E. IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P E 4 58705 CERT. OF ALf7H. 29296 HR-5510 NTS 8 OF 18 MD-HR5510-01 A TABLE 17: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Ancnor Anchor 5-8 Spacing for"Integral- Group E Group F Sash 30-Height 36"Height 48"Height 54"Height 30"Height 36"Height 48"Height 54"Height Width Head E Head E Head E Head E Head E Head E Head E Head E Fin"Installation Reinf.Level (in) 8 SIII 8 SRI 8 Sill &Sill 8 SRI 8 Sill 8 Sill -° 8 SIII R1 Anchor Group A anchor Group c GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED -- -- ..— ucwnplying with rhe Fbrx6e 25-1/2" 12-147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 B-0- a` FOR OX WINDOWS(XO SIMILAR): A---; -- ,o Ib o r�•l7 28" 13.397 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 ANCHOR QUANTITY pintiw Dae 2o2O S PER JAMB m 36" 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 By y� 2+C3+2 3 h4 u ae Pn aan C e m 42" 20.387 1+C2+1 W2+C2+2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 HEAD AND SILL ANCHOR QUANTITY: 48" 23.397 1+C2+1 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)ANCHORSOFAT THEFIXEDSECTION +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 60" 29.397 2+C2+2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 TOTAL F7 ANCHRS AT THE SASH TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL.75" 36.897 2+C2+2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 z Anchor Group B Anchor Group D SEE ELEVATION,SHEET 1 25-1/2" 12.147 1+C2+1 2 I+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 SEE ELEVATION,SHEET i Y Q 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3A22 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE CLUSTER DETAILS,SHEET 6 ?� 36" 17.397 t+C2+1 2 1+C2+1 3 1+C2+1 3i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 > o � 0 SEE ELEVATION, of m 4T 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 I --- ------ sHEET1 0 'fO0 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 31+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE / X / N N 2 60" 29.397 2+C2+2 2 2+C2+2 3 2of L0 +C2+2 32+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ELEvnnoN. O rvl AP = SHEET 1 MEETING RAIL 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 32+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 O LL N LL LL W REPEAT ANCHOR PATTERN AT SILL =L .�- SEE TABLE 6 FOR DESIGN PRESSURE UU_ x 1n O (f)TABLE 18: C Z to O J qM FOR to WINDOWS: Glass Types Anchor Quantities for XO or OX Windows ANCHOR QUANTITY o d p Q J cD 5-8 Sash PER JAMB �Z 0-Z 30"Height 36"Height 48 Height 54"Height 30"Height 36"Height 48"Height 54"Height J O Width Head Head Head Head Head Head Head Head + HEAD ANDSILL ANCHOR QUANTITY: J Rein[Level (in) A A A E m 1 C3+2+C3+1 4 (1)ANCHOR AT THE SASH �, a Q1 &SIII &Sill -- &Sill &SIII &SRI &SIR -- &Sill SIII - +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL R2 Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION ® Z l ' +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL �`+ D J F- 25-1/2" 12.147 I+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHOR AT THE SASH a Z 28" 13.387 1+C2+1 2 i+C2+1 3 1+C2+1 3 1+C2+1 3 TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL < Z al°,; y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 o p O o m 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEEELEVA710N.sHEETt U L0 42" 20.397 Not Allowed SEE ELEVATION,SHEET 1 U Q O 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 I+C2+1 3 SEE ELEVATION,SHEET 1 T- ------------ 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ----------- 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 yI SEE ELEVATION, Anchor Group 8 Anchor Group D SEE / X / O X 1 sHEEr 1 25 1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 i+C2+1 3 1+C2+1 3 1+C2+1 3 ELEVATION, SHEETI SEE CLUSTER 28" 13.397 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 MEETING RAIL DETAILS. 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 I-- SHEET5 REPEAT ANCHOR PATTERN AT SILL 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 �� m NOTES: Lq"��y/IG 48" 23.397 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 1)FRAME DIMENSIONS ARE BUCK WIDTH 60" 29.397 2+C2+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 Max.Anchor O.C. Anchor AND BUCK HEIGHT(SEE SHEETS S O Anchor F SASH SIZE IS AS PER THE FIGURES ON 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 T 2+C2+2 3 2+C2+2 3 2+C2+2 3 Spacing for"Integral- Group SHEETS 6-8. 2)FOR SIZES NOT SHOWN,ROUND JL SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation 4" THE NEXT AVAILABLE WIDTH OR HEIGHT TO HT A.iYNA MILLER,P E DIMENSION SHOWN ON THE TABLE. P.EX 58705 TABLE 19: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. 5-8 Sash Spacing for"Integral- 30'Height 36'Height 46"Height 54'Height 83"Height 30'Height 38"Height 48"Height 54"Height 63'Height FM"Installation Width Reint.Leval on) Heed IIIE Head E Head E Head 1�1E Head E Head E Head Head Head Heed Anchor Anchor 8 Sill 8 SIII 8 SIII 8 Sill ' 8 Sill 8 Sill 8 Sill 8 Sill 8 SIII 8 Sill m R3 Group E Group F Anchor Group A Anchor Group C 3 5" 4" PRODUCT REVISED a.a.w.Wri^A wi6 the pla" 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 41 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 BWdi"eCode AtteP� 26" 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—Ptoe m 38" 17.397 NC2+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 rA`° !?>•1ePrcWexiCm,n 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 41 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+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Anchor Group B Anchor Group D & 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 to Y Q 26" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 4 1+C2+1 4 Y 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 LU O 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 O ( p' 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 O� N J m '�17 75" 36.697 2+C2+Z 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+2 141 2+C2+2 4 O- „ SEE TABLE 8 FOR DESIGN PRESSURE =W '- TABLE 20: Z 02 °0 LU .N o W m 0 `r J J Amo Glees T Max.Anchor O.C- " Q O Q Types Anchor Quantities for XO or OX Windows o 5-8 Sash Spacing for"Integral- Z a Z LL 30"Height 36'Height 48"Height 54"Height 63"Height 72"Height 30"Height 36"Height 48"Height 54'Height 63"Height 72"Height LLJ O Width Fin"Installation J o Head Head Head Head Head a Head Hlead E Head Head Head Head Head O Reint Lepel (in) - E E E E E Anchor Anchor H R4 8 Sill .� 8 Sill 8 Sill 8 Sill 8 SIII ' 8 Sill ' 8 SIII 8 SIII 8 SIII d Sill 8 Sill 1° 8 Sill Group E GroupF �- Z »,,> Anchor Group A Anchor Group C 3 2" 4- ® < J U) 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 F 0 H Z 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 5 i+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 O O O LL Y W. 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 O = N In 42 20.397 1+C2+1 M2+C2+2 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 m Z 1.0 O � 48" 23.397 1+C2+1 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+C3+1 5 Q 2 = 60" 29.397 2+C2+2 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:75" 36.897 2+C2+2 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 4 2+C4+2 5 2+C4+2 5 AREBUFRAME DIMENSIONS ARE BUCK WIDTH AND Anchor Group B Anchor Group D BUCK HEIGHT(SEE .. SHEETS 3-4).SASH SIZE IS 25-1/2" 12.147 4+C2+1 2 1+C2+1 3 1+C2+1 q 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 q 1+C2+1 4 1+C2+1 5 1+C2+1 5 AS PER THE FIGURES ON t6-8. 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 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 SHEETS 1+C2+1 5 1+C2+1 5 , m 36" 17.397 1+C2+1 21 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 2)FOR SIZES NOT u SHOWN,ROUND UP TO ca 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4g+C3+l1+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 AVAILABLE48" 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 41+C3+1 5 1+Cy+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 g WIDTH OR HEIGHT DIMENSION SHOWN ON 60' 29,397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 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 THE TABLE.75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C2+22 2+C2+2 32+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 3)SEE SHEET 9FOR A SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER,PE TABLES. P.E.B 58705 TABLE 21: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 6-8 Sash Spacing for"Integral- Group F 3d'Helghl 38"Height 48"Heigh' 54"Height 63"Height 30"Height 36"Height 48"Height 54"Height 83"Height Width a Fin"Installation q- Reint Level (in) Head E Head E Head E Head E Head E Head E Head E Head E Head E Head E R4 &Sill ' 8 Sill - &SAI `_° &Sill ' &sill ' &Sill &Sill &Sill ' &Sill ' &Sill Anchor Group A Anchor Group C PRODUCTREVISEU as-.0y�/-th Ne FlotM. 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 A'—PtacaN Nn G o f = Aa-".5 I 1 V28" 13.397 1+C2+1 2 1+C2+1 31 1+C2+1 41 1+C2+1 41 1+C2+1 4 IiaryretimDN<. 36" 17.397 1+C2+1 2 1+C2+1 31 1+C2+1 41 1+C2+1 4 1+C2+1 4 Hy. m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+Cg14 1+C2+1 4i48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C1+C2+1 4 80 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+C2+2 4 75" 38.8972+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+C3+2 14 Anchor Group B Anchor Group D 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 Y Q 16 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 Y 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 o 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 O n n aloe 0 � 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 N � 60" 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 75" 36.897 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 q Z LL U))LL CD TABLE 22: SEE TABLE 11 FOR DESIGN PRESSURE OZ.) X T d U) wz 02 W �N Glass Types GLASS TYPES n 1 0 m _3 �� yp Anchor Quantities for XO or OX Windows 10-12&14-16 MAY 10-12 8 14-18 Sash NOT BE USED Z 0l Z [ LL 30'Height 36"Height 46'Height 54"Heigh( 63'Height 76"Heigt2+C2+2 ight 36"Height 48"Height 54"Height 63"Height 76'Height ' WITH J-CHANNEL } W 0 Width a OR INTEGRAL FIN J _ Head Heed Head Head Heed Head Head Head Head Heed Head Reint Lepel (In) g Sill W 8 Sill 0 &Sill m 8 Sill m 8 SIII IsIII m W m FRAMES J R4 -) 8 SIII I ' &Sill &Sill &Sill I &Sill &Sill I— 0 Anchor Group A Anchor Group C S Q U 25-1/2' 12.147 J i 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 Q Z 28" 13.397 1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 Z ' Y 36" 17.397 1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+Cq+1 5 o O O ro = N m 42" 20.397 Not Allowed 1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+Cq+1 5 Uof LO 48" 23.397 v Z 0 1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 Q = _ 60" 29.397 2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 aim 75" 36.897 NOTES: 2 2 2+C2+2 3 2+C3+2 141_2+04+2 4 2+C4+2 5 2+C4+2 5 1)FRAME DIMENSIONS Anchor GroupB ARE BUCK WIDTH AND Anchor Group D BUCK HEIGHT 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 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 t AS PER THE FIGURES ON 28" 13.397 1+C2+1 2 1+C2+i 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 SHEETSBe. 38" 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 Co 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+Cy+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 SHOWN,ROUND UP TO THE NEXT AVAILABLE 1Y IG 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 4 1+C4+1 5 1+C4+1 5 WIDTH OR HEIGHT DIMENSION SHOWN ON 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 4 2+C4+2 5 2+Cq+2 5 THE TABLE. 75" 36.897 2+C2+2 2 2+C2*2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+y 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 q 2+C4+2 5 2+C4+2 5 3)SEESHEET 9 FORA SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LY SEE P.E. TABLES. P.E.M 58705 TABLE 23: Gi'ee Types Anchor Quantities for XOX Windows 5-e Sah �h 21'Height Nr Height 39'Height 41r:,m m SI'KId4 53'HOW 24'H&W 30'HaWt 36'HeipM 4a'Hight 54' Height 63'Height CoMPMb^ o s a a a c a E ReIM.Leval Rr�A^) Head 8 Sill Heed 8 Sill Head 8 Sill Heed 8 SAI Heed 8 SiA Flsed 8 SAI Fbsd 8 SIA Heed 6 Sill Heed 8 SAI Haed 8 SIA Hood 8 SIA Heed&SM m R3 Anchor Group A Anchor Group C PRODUCT REVISED 35-1/4* )S-K-K 77.381-11.381 1*C2+0+C2+1 2 1+Ch0+C7*1 2 t+C2+p+C2+1 3 t+C2+D+C2+1 4 1+C2+WC2+1 1 1+C2+O+C2*1 4 14C2*O+C2+1 2 1+C2*0+(,1+1 2 1+C2+p+C2+1 311-C2-0+L2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 a+--r4yi^e-irh IM Flcrkle BuildisA Code 31' -Yi-Yi 112.3M-12.3DO 14C2+0+C2+1 2 1+C2+0+C241 2 1aC2*O+Ch1 3 1+C2+0«Ch1 4 1*C2+0+C2+1 4 7*C2r0*C2+1 4 1*Cd*MC2+1 2 1+C240+C2+1 2 1+C2+p+C2r1 3 1*C2+p+C2+1 4 1+C2a0+C2a1 4 1+C2a0+C2+1 1 AlaoeplancelW+/(p.0�14;f7 45 1/0 11.301-13.307 1+Ch0+C241 2 1+C2+O+C2+1 2 1+Q*paC2+1 3 1*C2rp+C2*1 4 1+C2+D*C2a7 4 t+C2+p+C2+7 1 1rC2+0+C2+1 2 1*C2+O+C2+1 2 1+C2+O+C2+1 J 1+C2+O+C2*1 4 1+C2+0*C2+1 4 1+C2+0+C2+1 4 'atioe Ose lfp2D J4-Y,-Y, 13.388-14.883 1-C2+0-C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 9 1+Ch0+Ch1 4 1+C2+0+02+1 4 1+C2+0+C2+1 4 14C2+0+C2+1 2 1+Ch0+C2r1 2 1+C2+0+C2+1 3 1*C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 BY }4-%-X 11.391-12287 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+Ch1+C2*1 4 1+C2+1+C2+1 4 I+C2+1+C2+1 4 1402+1+Cx+1 2 1+C2-1+C2+1 2 1+C2+14C2+1 3 1+C2+14C2+1 4 1+C2+1+C2+1 4 1+C2r1+C2+1 4 Miae� W"dOv 4 17314' SS-X-YL 12288-15.558 1*Ch0*CZr1 2 1+C2+o+c2+1 2 1+C2+OKa+1 9 1+C2+OrC2+1 1 1+C2ap+(2+1 4 I+C2+O+C2+1 4 1+C240+C2+1 2 1+C2+0+C2+1 2 I+C2+0+C2a1 3 1+C2+0+C +1 4 1+(2+0+C2+1 1 1+C2+0rC2+1 4 _ Custom 11.391-12.016 1+C2+1+C2+1 2 1*C2*1+C2+1 2 1+C2+1+C2+1 9 1+C241+C2*1 1 1+C2+1+C2+1 4 1+C2+1+C2+1 1 1+C2+1*CY2+1 2 1+Ch7+C2«1 2 HCx+1«C2+1 J 1+C2+4+C2a1 4 1*C2+1aC�+1 4 1+C2+1rC2r1 4 j i 62-7/6' 12.017-13.307 I+0241+C2+1 2 140+1+C2+1 2 1+C2+1+C2a1 3 1+C2+1+C2+1 1 1+C2r1+C2+1 4 1+C2+1+C2+7 4 1«C2+i+C2+1 2 1+C2*1+C2*1 2 14C2+1+C2+1 3 1+C20-C241 4 1+C2+1+C2+1 4,1+=+I-C2+1,4 a Y 1S-Yi-Yi 13.388-17.018 HC2+O+C2+1 2 1+C2+0+C2«1 2 1*C2+0+C2*1 3 1*C2aMC2*1 1 1*C2+0*C2+1 4 HC2r0+C2+1 4 1+Cx+0+Ch1 2 1rC2r0+C7+1 2 1+C2+O+C241 J 1+C2.O+C2+1 4 i+C2r0+C2+1 4 1+CZ•O+C2*1 4 m Custom 11.381.13.307 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+Ch1+C2+1 4 1+C2*1+C2+1 4 l*C2+1+C2+1 4 1+C2+i+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 7+C2+1+C2+1 4 1+C2+1+C2r1 4 _ 60' K_yl_yj 13.398-15180 74Ch1*C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1*C2+1+C2+1 4 1+C2+1+Cx+1 4 1+C2+I+C2+1 4 1+0241+C2+1 2 1+C2+1+C2+1 2 l*C2+1+C2+1 3 1+C2+1+C241 4 7+C2+1+C2a1 4 1+C2+l+C2+1 4 to Y Q Ys-}S-jt 15.361-10.641 1+C2+0+C2+1 2 1+C2+0+C2*1 2 1+C2+D+C2*1 9 14Ch0+C2+1 4 1+C2r0+C)2+1 4 1+C2+0+C,2+1 4 1+C2+0+C2*I 2 1+C2+0+C2+1 2 1*C2+O+C2+1 3 1+C2+O+Chi 4 7+Ch0*C2+1 1 1+C2*O+Cx+1 4 � ? "aa Custom 11.381-13.397 1+C2+3+C2*1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1rC2+3+C 2+1 4 1*C2+3+ C2r1 4 1aC2*3+C2+1 4 1+C243+Ch1 2 1+C2+3«C2+1 2 1+Ch3+C2*1 J 14C2+3*C2*1 4 1rC2+3+C2+1 4 1*C249+C2+1 4 � Q O 75' yj-ys-}� 13.398-18.110 1*C2+h(x*1 2 1+C2+2+C2+1 2 1*C2r2+C2*1 9 1+C2+2+(2+1 4 1a(2+hC2+1 4 1+C2+24C241 4 1+C2*24C2+1 2 1+C2+hC2+1 2 i+C2+2+C2*1 3 1+C2+2+Ch1 4 1+C2*hC2*1 4 1+C2+2+C2+1 4 O O 19.111-21.611 1+C2+HC2+1 2 1+C2«1+CZ+1 2 1+C2+1+Ch1 3 1rC2+t*C2+1 1 1+C1«1+C2+1 1 1+Cx*1+C2+1 4 I-C2+1+Ch1 2 1+C2*1+C2+1 2 1+C2+1+C2+1 3 1*C2+1+C2+1 4 i+C2+1+C2+1 4 1+C2+1+C2+1 4 ^ IC) Custom 18.360-18.397 1rC2+9rC2+1 2 1+C2+3«C2+1 2 1+C2+3+C2+1 9 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C341 4 1+C2*3+C2+1 2 1+C2+3+C2+1 2 1+;3+Ch1 3 1rC2r3*C2+1 4 I+C2+3+C2+1 4 1+C2+3+C2+1 4 C7 fV N -3 W) 96' )4_Y=.)( 18.398-24.390 1*C2+3+C2+1 2 1+Cx+3+C2a1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+, 4 1+C2+3+C2+1 2 1+C2r3+C2a1 2 1*C2+3+C2+1 3 1*Cx+3+C2+7 ♦ 1+Cx+3+Cx+1 4 1*C2«3+Ch1 4 JO r� QQ �e = Custom 24.381-30.360 HC2+2+C2«1 2 1«C2*2*C2a1 2 1+C242+Chi 3 1rCh2+C2+1 4 1+C2+hC,2*1 4 1*C342+C3*7 4 1+C:2+2*C2+1 2 1*C2+2rC241 2 1+C2+2+C2+1 9 1+C2*2+C2+1 4 1«C2+2+C2+1 4 1+C2+2+Ch1 4 =Z LL ILL r� .oip 0 120" Y4-%-yj - -30.350-30.350 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 I+C2+3+C2+1 4 1+02+3+C2+1 4 1+0343+(1+1 4 1+C2+3+C2+1 2 1+02+3*C241 2 7773+C2+1 3 1+C2r3*C241 4 1+C2434C2*1 1 1+C2r3+C2*1 1 W U X y UI 2 Anchor CAoup B Anchor Croup D ►-WZ a00 O J axo 36.1/4• }S-}S-Yi 11.391-11.391 1+0248+02+1 2 14C2+D*C2+i 2 1+C2*0+(x*1 3 1+Ch0+Ch1 1 14C2*O+C2*1 1 14C240*C2a1 4 1+C2+0+C2+1 2 1+C2+0aC2+1 2 1+C2+O+C2+1 3 1*Cl*D+C2+1 4 1+C:2+0+C2*I 4 1+C2r0+C2+1 4 G> O Q J 00 36' Yi-)S-Yi 12.3N-12.308 1*C2+0*t r1 2 1+C2rOK3+1 2 1*Ch0+C2+1 3 1+C2+0«C2+1 1 1+02+8+02+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2*D+C2+1 4 1*C2+0+C2*1 4 Z d Z LL 1�„ Ni-1s-Ni 11.381-13.387 1+C2+0+C2*1 2 1+C2a0+C2+1 2 1+C2+0+C2+1 3 1*C2+0+C2+1 4 1rC2+0+C2+1 4 1aC24D+C;,2+1 4 1+C2+O+C2*1 2 1+C2.0+C2+1 2 1+C2+8+(2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+/ 4 W Q Yi-3S-K 13.3Be-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 9 1+Ch0+C2+1 4 7*C2+0+C2+1 4 1+ + J C2 O+02+1 4 ,+(x+0+02+1 2 1+C2+O+C2+1 2 1«(�+O+C2+1 3 1+C2+o+C2+1 4 1+C2+O+C2+1 4 1+C2r0+C2*1 4 O N r 473/4' %-%-% 17.301.12.287 1+C2+1+02+1 2 /+Ch1+C2+1 2 1+02*14C2*1 3 1+Ch1*C2+1 1 1+(2+14(2*1 4 1*C2*1+C2+1 4 1+(x+1+C2+1 2 1+C2+1+C2*1 2 1+C2+1+C2+1 9 1+C2+1+Cx+1 4 1+0x«1+C2+1 4 1402+1+02+1 1 Z Q. t- Ya-%-Ya 12.296-15.558 I+C2+O+C2r1 2 i+C2*0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2r1 4 1+C2+0+C2+1 4 1+C2+0*C2+1 2 1+C2+0+C2+1 2 I+C2«0+C2+1 3 1+C2+0+C2*1 4 1+C2+0*C2+1 4 1+C2+O+C2+1 4 < J � Caslom 11.991-12.018 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+Cx+1+C2+1 4 1+C2+1+C2+1 4 I+C2+1+C2+1 2 1+C2+1+C2+1 2 l*C2+1+C2+1 3 1+C241+C2+1 4 l+C2+1+C2+1 4 1+C2+1+C2+1 4 Q < Z 52-1Ai• }�- _X 12.017-79.307 I+C2+1+0241 2 1+C2+1+C2+1 2 1+C�2+1+C2+1 3 1+C2+1+C2+1 4 1+Cx+1rCx+1 4 1+C�'*1+C.2*/ 4 I+C2+1+C2+1 2 i+Ch1+C2+1 2 1+Ch1+C2+1 3 1+C2+14C2+1 4 1+C2r1+Ct+1 4 1+C2+1+C2+1 4 of Z ao� 13.386-17.018 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 t+C2+0+C2*1 4 1+C2+0+C2«1 4 1+C2+0+C2*1 4 �j Q Q 'O c34 Custom 11.391-13.397 I+C2r1+C2r1 2 1+C2+1+C2+1 2 1+C2r1+C2+1 9 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 l+C2+I+C2+1 3 1+C2+1+C2r1 4 1+C2+1+C2+1 4 1+C2+1aC2+1 4 Q � 50' %-}i-9 13.309-15.360 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+1+C2+1 4 14C2+I+C2+1 4 1+C2+1+C2+1 2 1+C2*1+C2+1 2 1+(x«1+C2*1 3 1+C2*1*0241 4 1+02+1+02+1 4 1*C2+1+02+1 4 g ,Z Q � Yi-Yi-)S 75.387-18.641 1+(x+0+(7*I 2 1+02+0+C2+1 2 1+C2+0+C2+1 3 I+Ch0+Cx+1 4 I+C2+0+C2+1 4 1+C2+0+C2+1 4 1aC2+0+C2+1 2 1+C2+0+C2+1 2 1+Ch0+C2+1 3 1+C2+0+C2*1 4 1+C2+O+Cx+1 4 I4C2+0+C2+1 4 Q = _ Custom 11.381-13.307 1*Ch3+Cx+1 2 1+C2+3+C2+1 2 1+C2+9+C2+1 3 1+C2+3+C2+1 4 1+C2+9+C2+1 4 7+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 1 1+C2+3+Cx+1 4 1+C2+3+C2+1 4 W,1 xa0 sa�,as 75• X-%-% 13.396-19.110 1+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+2aC2r1 4 1«C2*2+C3+1 4 1+C2+2+C2+1 2 1+C242+C2+1 2 1+C2+2+C2+1 3 1+C2+2«C2+1 1 1+C2+2+C:2+1 il+C2+3+C2+1 +2+C2+1 4 %-%-Yi 19.111-24.041 I+C2+1*C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+0241+01+1 4- 1+02+1+C2+1 4 i+C2+1+C2+1 4 1+C2+7+C2+1 2 1+C2+1+C2+1 2 1+041+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 +1+C2+1 4 cue 1°.360.19.307 1+C2+3+0241 2 1+C2+3+Cx+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 1 1+C2+3+C2a101+C2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3aC2+1 +3+C2+1 4 06' Y4-%-% 18.396-24.380 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 14C2+3+C2+1 4 1+C2+3+C2+1 14C2+3*C2+1 3 1+C2+J+C2+1 4 1+C2+3+C2+1 +3+C2+1 4 Custom 24.351-30.390 1+C2+2+C2+1 2 1+C2+2+C2+7 2 1+02+2*f�+t 9 1+C2•hC2+1 1 I+C2+2+C2r1 4 1+02+2+C2+1 1 1+(x*2aC241 1+C2+2+C2+1 J ,+C2+24C2+1 4 1+C2+2+Cx+1 2+C2+1 4 120' Yi-Ya-)i •30360 1*Ch3+C2+i 2 1+C2+3*C2*1 2 1+C2+3+C2+13 1+C2+3+C2+1 4 1+C,2+3+C2+1 4 1+C243+C2+1 4 1+Cx+3+C2+1 1+C2+3+C2+1 9 1+C2+3+C2+1 4 I+C2+3+C2*1 4 MIN.SASH SIZE.ENDOW WIDTH-58.25 NOTES: SEE TABLE B FOR DESIGN PRESSURE Max.Anchor O.C. Anehor A11Chor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4). 1 Spacing for"Integral- Gmup E Gmup F 2))FOR SIZES NOT SHOWN. OUND IS AS PER THE FIGURES UP O THE NEXT AVAILABLE WIDTH OR HEIGHT DIMSHEETS 6.8. ENSION SHOWN ON THE TABLE. Fin"Installation 2.9- 4" 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4)'1141/2-1/4'AND-11/3-11r,4-1/3-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE n LYNN MILLER.P.E IN THE ADJACENT COLUMN. 'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E t 58705 TABLE 24: _ Glass Types Anchor Quantitles for XOX Windows 5 8 6 Sash Sash 24'Haight 30'Height 36'Haight 48"Heigh! 54'Height 1 63'Heigh! 24'{Nigh! 30'FNipflt I 38'Height I 46'I4NpM 1 54'Height 83-HNpM Width Reinf.Letel Configum lon Range(in) Heed&Sill Head&Sill Head&Sill Head&Sill Head 8 SIII Head&Sill tNad 6 SIN Hood&SIR Head&SIN Head 5 SNI Head 8 Sill I Head 6 SNI RI Anchor Group A Anchor Group C PRODUCT RE`/ISF.O 35-1/4' K-K-K 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+Ct+0+C2+1 4 1•C2+O+C2+1 4 i+C2+0+C2+1 4 m camplyie8 with the florhia K-K-K Beading cede 38• 12.308-12.308 !f 1+C2+O+C2+1 2 1aC2a0+02+1 Z 1+02+0+C2+1 3 1+C2+O+C2+1 4 "+C2+O+Cxf1 1 1+02+0+CZ+1 1 Acceptance 16-o 114-D. K_K_K 11.391-13.397 1+C2+0+C2+1 Z I+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 1 1+C2f0+C2+1 4 I+112+0+C2+1 4 E•" r'a'on DaIe 48 1/8 K K K 13.386-14.883 1+C2+0+C2*1 2 1+C2+0+C2+1 2 1fC2a0+C2f1 3 1+C2a0fC2+1 4 1aC2+0aC2a1 4 1+C2+0+C2+1 4 Miw-` i P-A-. 17-3/1' Y-K-K 11.391-12.297 I+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+t+C2+1 4 1+C2+1+C2+1 4 K-K-K 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2a0+C2+1 3 I+C2+0+C2+1 4 IfC2+0+C2a1 4 "+C2+0+C2+1 4 custom 11.391-12.016 1+C2+1+C2+1 2/+C2+1+C2+1 2 I+C2+9+C2+1 3 4+C2+1+C2+1 4 1+C2+1+C2+i 1 1+C2+1+02+1 4 52-1/6' K-K-K 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+Cx+1+C2+1 3 1+C2+1+C2+1 4 14C2+1+C2+1 4 1•C2+1+02+1 4 ^ K-K-K 13.398-17.018 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2a1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Ctutom 11.391-13.397 NotA9owed 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 14C2+1+C2+1 411+02+1+C2+1 4 to 80' Y4-Ya-Y4 13.396-15.390 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+1+C2+1 4 I+C1+1+C2+1 4 Q ea K-K-K 15.381-19.1141 1+C2+0+C2+1 2 1+1�+O+Cx+7 2 1+02+O+C2a1 3 1+C2+O+02+1 4 taC2ap+C2+1 4 1+02+p+C2+1 4 Custom 11.391-13.397 1+(2+3+C2+1 2/+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 1 1+C2+3+C2+1 4 to O Q 75• 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+(x+2+C2+1 4 1+C2+2+C2+1 41 o also K K K 19.111-24.841 1+Cx+1+C2a1 2 taC2+t+C2+1 2 1+C2+1+C2+1 3 1+C2+1aC2a1 4 1+C2a1+C2+1 4 1+C2+1+C2+1,4 }^ v L0 Custom 18.360-19.397 1+C2+3+C2a1 2 1+C2+3+C2+1 2 I+C2+3+C2+1 3 1+C2+3+G2+1 4 I+C2+3+C2+1 4 1+C2+3+C2.1 1 O N N K-K-K 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2a1 3 1aC2+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+C2.1 4 1 N ge0 = Custom 24.381-30380 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2*02+1 4 1+02+2+02+1 1 1+C2+2+C2+1 4 Z n LL r12'.' K-K-K -30.3e0 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+CZ+1 4 1.02+3+C1+1 4 1+C2+-I--+1 4 6 U_ X Tn oN Anchor Droop B Anchor Group 0 F"ZW m 0 J OMO 35.1/4" K-K-K 11.391-11.391 I+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 1 1+C2+0+C2+1 4 1+C2+O+C2+1 4 NC2+O+C2+1 2 1+C2+0.02+1 Z 1•Ct+O*C2*1 3 1+C2+0+(2+1 4 taC2+O+C2f1 1 t+C2+O+C2+1 ♦ c> O Q Q t - 36' K-K-K 12.308-12.308 I+C2+0•C2+1 2 I+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 1 1+C2+0+C2+1 4 1fC2+0+C2+1 2 1+C2+O+C2+1 2 1aC2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0.02*1 1 1fC2+O+C2+/ 4 r-Z a Z W 0 16.116" K-K-K 11.391-13.397 1+C2.0+C2+1 2 "+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 1 1+C2+0+C2+1 1 1+C2+0+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 K-%-% 13.398-14.663 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02.0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2.1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 O - r 47,14" K-K-K 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2f1+C2+1 4 I+C2+1+C2+1 4 1+C2+1+C2+1 1 1+C2+1+C2+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 I+C2+1+02+1 1 ® Z W laav; K-K-K 12.298-15.658 1+C2a0+C2.1 2 1+C2+0+C2+1 2 I+C2+0+C2+1 3 1+C2+0+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+0+C2+1 3 I+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 D Q F- Custom 11.391-12.016 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+1+C2+1 4 1+C2+1+C2+1 4 I+C2+1+C2+1 2 1+C2e1+C2+1 2 I+C2+1+C2+1 3 I+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+12+1 4 d Z Z atoac 52-1/8' K-K-}4 12.017-13.397 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+1+C2+1 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+C1+1+C2+1 411+C2 1 1+02+1+02+1 4 < 0 O � Y )J-Ys-Ys 13.398-17.018 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+01.02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2a1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 O = L4 m Custom 11.391-13.397 I+C2+1+C2+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+(x+1 4 1+C2+I+C2+1 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+I+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ~ z 0 to 8P }{_K_+K 13.398-15.360 1+02+1+02+1 2 1aC1*1+C2+" 2 1+02+1+02+1 3 1aC2a1+C2+1 4 1+03+1+02+1 4 1+C2+1+02+1 4 1aC2f1+02+1 2 1+02+1+02+1 2 1+C2+1aC2+1 3 1+C2+1+C2*1 4 1+(2+1aC2a1 411+C2+1-C2+114 O Q 0 d' K-K-K 15.361-19.641 /+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 1+C2.0+C2+1 2 1+C.2.O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 1 = egg rosa0 sapac Custom 11.391-13.397 1+C1+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+(2+3+C2+1 4 /+C2+3+C2+1 4 1+C243+C2+1 4 7E K-K-K 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+24C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+Cx+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+(2+2+C2+1 4 K-K-K 19.111-24.641 1+C2-1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1aC2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 _ Custom 18.360.19.387 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+C2a3•C2+1 4 1+C2+3+C2+1 2 1+t2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+C2+3+C2+1 4 I•C2+3+C2+1 4 98' K-K-K 19.398-24.380 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 1 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2*3+C2+1 3 1+C2+3+02+1 4 1+Cx+3+C2+1 4 1+C2+3+C2+1 4 Custom 24.361-30.380 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+C1+2aCx+1 1 1aC2+2+02+1 1 1+02+2+02+1 4 1+02*2+C2a1 2 i+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2a02+1 4 1+C2a2+C2+1 1 1+C2+2+C2+1 4 120' 34-Y2-Y4 -30.380 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2a3+Cx+1 3 1+C2a3+C2+1 4 1+Cx+3+C1+1 1 1+C2+3+C2+i 1 1+C2+3+C2+1 2 1fC2+3+C2+1 2 1+C2+3+C2a" 3 1+(2+3+02+1 4 1aC2+3aC2*I 4 1fC2+3+02*1 4 G JiJ NOTES: SEE TABLE 13 FOR DESIGN PRESSURE ••MIN.SASH SIZE=WINDOW WIDTH-59.26 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). Max.Anchor O.C. Anchor 2 SASH SIZE IS AS PER THE FIGURES ON SHEETS 8-0. Spacing for"Integral_ up GroF 2)FOR SIZES NOT SHOWN,ROUND kP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. Fin"Installation4" 4)"1!1.12.1/4"AND-113-1/3-113"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,RE. IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.9 58705 TABLE 25. Glass Types Anchor GuantMes for XOX VOndows Tse Sesh Sash 24'Heigh 30'Height 3r Height 48'Height 54"Height 13'Height 24"Haight 30'Heigh 38"Heigh 4r HOW 54'He gM Or Height Configuration Widthn n Reed.Level Range M) Head 6 SNI Head. Sit Head 8 SNI E Hata&SIII Head d SPI Head&SAI Head 8 SIII F4 Head 8 SAI Head&Sill Head 6 SAI E Hoed&SRI E Heed 6 581 R4 i S i Anchor Group A Anchor Gaup C P ODUCr REVISF-D 35-1/4' K_K_K 11.391-11.391 1+C2-0+C2-1 211-C2-0+C2+1 Z 1+C2+0-C2+1 3 1-C2-0+C2.1 4111-C2-0-C2-11 411-C2-0+C2-114 `..plyig with the Florid. Uuildin8 Code 1 �' K-K-K 12108-112.308 1•C2+0-CZ+1 z 1•C2-0-C2+1 211-C2-0+C2-1:3 1+C2-0+C2+1 4 1•C2-0•C2+1 ♦ 1+C2+0+C2-1 4 AcaP�oe rrn ` �� 457/8' Y4-%-X 11.391-13.397 1+C2+0•C2.1 T 1+C2.0•C2.1 2 1+C2.0•C2N 3 1+C2+0«CT•1 1 5+C2ro•C2+1 41111+C2772-11 4 � D.k K-K-K 13.398-14.883 1-C2.0•C2.1 2 1-C2.O+C2+1 2 1«C2+0+C2+t 3 1+C2+0+C2+1 4 1+C2•0•C2+1 1 1+C2+0+C2.1 4 47-3/4' K'K'K 11.391-12.297 1•C2+1+C2+1 Z 1+C2+1«C2+ 411-C2-1-C2-1 htiem Prodect Cmtrc1 1 2 1-C2.1-C2+1 3 1+C2+1-C2-1 4 1•C2+1-02.1 / 1-C2+1+C2+1 4 K-K-K tt29e-19.958 1+C2.0•C2.1 2 1+C2+O+C2+1 2 1•C2+0-C2+1 3 1+C2+0-C2+1 4 1•C2+o4C2+1 4 1+C2+0+C2+1 4 Coelom 11.391-12.018 t•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+1-C2-1 4 1•C2-1•C2+1 4 a 52-t/8' 12.017-13.397 K-K-K 1•C2+1•C2+1 2 i+ K-K-K 13.398-17.016 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+1•C2+1 / " 1-C2-0-C2+1 2 1•C2+0+C2.1 2 1+C2-"O-C2-1 3 1+C2-0•C2+1 m I i+C2+0+C2+1 4 1+C2+0+C2+1 4 a:Custom 11.391-13.397 Not t+C2-1-C2-1 2 1-C2-t•C2-1 2 1•C2+1•C2-1 3 1+C2+1+C2+1 4 1•C2-1•C2+1 4 1-C2+1-02.1 4 ur) K-K-K 113,398-19.38E 1-C2-1+C2•1 2 1+C2•1+C2+1 2 1+C2+1+C2.1 3 1+C2+1+C2+1 C2 4 1•CZ•1+C2+1 4 1+C2+1• +1 ♦ U) Q K-K-K 116.381-19.641 1 2 1-C2-0+C2+1 3 1+C2+0-C2+1 4 1+C2•0+C2+1 4 1•C2+O+C2+1 ♦ > Custom 111.391-13.397 1•C2+3+C2+1 2 1+C2+3+C2-i 2 1-C2-3+C2-1 3 1+C2+3+C2+1 ♦ 1-C2-3-C2•t 1 1+C2«3+C2-1 4 0 0 Q 75- }(.K_K 13.398-19.110 1+C2•2+C2-t 2 t•C2+2•C2.1 2 1•C2.2-C2+1 3 1-C2+2-C2+1 4 1-C2.2-C2-1 4 1+C2-2+C2.1 1 r K-K K 19.111-24.811 I-C2+1+C2+1 2 1•C2•1•C2•1 Z 1+C2+1+02.1 3 i+C2+1-C2-1 4 1+C2•1•C2•1 4 1•C2•1+C2-1 4 >r alo0 � Custom 18.380-19.397 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 ♦ 1•C2+3+C2-1 4 04 IN 98' K-K-K 19.398-21.380 1•C2«3+C2+1 Z 1+C2+3-C2.1 2 1-C2-3+CZ+1 3 i+C2+3+C2+1 1 I+C2+3-C2.1 4 1+C3+3-C3+1 4 q 8 10 e = Coelom 21.381-30.300 1+C2+2+C2.1 Z 1•C2+2+C2+1 2 1-C2+2+C2•i 311-C2+2-C2-1 1 1•C2+2•C2+1 4 1-C3-2+C3-1 4 z v ILm L.l -30'380 1+C2+3+C2+1 2 1+ -3- 2 i•C2.3+C2-13 1+C2+3+C2+1 4 1+C2-3+C2+1 4 1•CI+3•C3-1 4 U_ X N (n Anchor Group Anchor GeupD Z m Q J au0 35-7/4' }j.K-K 11.391-11.391 1-Cz-O+C2-1 2 1-c2+D-c2-1 2 1+C2+0-C2.1 3 t+c2+0-C2.1 4 1+C2+0+C2+1 4 t+C2+0+C2•1 4 1+C2.0+C2+1 211-C2-0-C2+1 2 t-C2+0-C2+1 311-C2-0-U-1 4 1+C2.0•C2-1 1 1•C2+O+C2+1 4 O( CO J GO 38' K-K-K 12.308-12.308 1+C2+0+C2-1 2 1+C2+0•C2+1 2 1+C2+0+C2+1 3 1•C2-0+C2.1 4 1+C2+0+C2+1 4 1•C2+0•C2+1 4 I+C2•O•C2+1 2 1•CT•0«C2+1 Z 1•C2•0«C2+1 3 1+C2+O+C2+7 1 1«C2+O+C2+1 4 1•C2+O+C2+1 4 Z 4 Z < LL 45-1/8" X-%-% 11.391-13.397 1+C2.0+C2+1 2 1+C2+0+C2.1 2 1+C2+0+C2+1 3 1+C2-0•C2+i 4 1•C2+O+C2+1 4 1+C2+0+C2+1 4 1•c2+0+c2+1 2 1+C2.0•C2.1 2 1•C2w«C2+1 3 1+C2•O+CT+1 4 1+C2+O+C2+1 1 1+C2+O+C2+1 1 � J 5 K-K-K 13.398-1•_813 1-C2.0+C2.1 2 1-C2.0+C2.1 2 1+C2+O+C2+1 3 1-C2.0+C2+1 4 I+C2+0+C2.1 4 1+C2•0•C2.1 4 1•C2+0+C2.1 2 1•C2+0+C2.1 2 1-C2+0+C2+1 7 1+C2.0•C2+, 4 1•C2+0-C2+1 1 1•C2.O+C2.1 1 O K.J/4_K 11.391-12.297 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+1-C2+1 4 1+C2+1+C2-1 4 1+C2+1+C2N 2 1+C2+I+C2.1 2 1•C2+1+C2+1 3 1+C2+1+C2+1 1 I«C2+1+C2+i 4 1•fx+1+C2.1 4 ~ 0 Ia�S 47-3/4 K-K-K 12.298-15.558 1+C2+0•C2.1 2 1+C2+0•C2.1 2 1+C2.0-C2+1 3 1-C2+0-C2.1 4 1-C2+O+C2+1 4 1+C2-0•C2.1 4 1•C2+0+C2.1 2 1+C2.0-C2+1 2 1+C2.0+C2+1 3 1+C2+O+CZ+1 4 1•C2.O+C2.1 4 1•C2b+C2+1 4 ® J Custom 11.391-12.0116 t+C2•1-C2+1 2 1+C2-1+C2-1 2 1-C2+1-C2+1 3 1+C2+1-C2-1 4 1+C2-1+C2-1 4 1-C2+1•C2+1 4 1+C2+1+ = Q ~ CZ+1 2 1•C2•1•C2•1 2 1•C2.1•C2+1 3 1•C2+1+C2«1 ♦ 1+CZ+1+C2.1 1 1+tom+1+C2+1 4 d Z 16 52-1/r K_K_K 12.017-13.397 1-C2-1+C2-1 2 1•C2+1-C2-1 2 1-CZ-1-C2+1 311-C2-1•C2.1 4 1-C2+1+C2+1 4 1-C2+1+C2.1 4li+C2-2-C2-1 I+C2+1+C2-1 2 1•C2•1•C2•1 Z 1-C2-1-C2-i 3 1•C2+1+C2•1 4 I•C2+1•C2.1 4 1+C2•1•C2-1 1 X Z ato K-K-K 13.398-17.016 1•C2.0•C2+1 2 1•C2+0•C2+1 2 1•C2+0•C2+1 3 1+C2.0+C2.1 4 1-C2.0•C2.1 4 1•C2-O+C2.1 41-C2.O+C2.1 2 1-C2+0+02.1 2 I«C2-0+C2+1 3 1•C2-0+C2+1 4 1+C2.0•C2.1 4 1-C2+O+C2+1 4 Q. 0 O M Custom 11.391-13.397 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-C2.1+C2+1 4 1+C2+1+C2+1 41-C2-1-C2-1 211-C2-1-C2-1 2 I,C2+1+C2•I 3 1-C2-1+C2+1 4 1+C2-1+C2-1 4 1+C2.1+C2-1 4 ~ U 80' 13.398-15.380 1+C2.1+C2+i 2 1•C2.1+C2• K-K-K 1 2 1-C2.1+C2+1 3 1-C2+1-C2.1 4 1-C2.1-C2+1 4 1•C2-1+C2•I 4f-C2 2 1+C2+1+C2•1 2 1-C2-I•C2+1 3 1+C2+1+C2+1 4 1+C2+1•C2•1 4 1.12.1.12+1 4 O Q 0 3 K-K-K 15.381-19.041 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•D+C2+1 4 1-C3•0•C3.1 4I•C2-0+C2.1 2 1+C2.0+C2•1 2 1-C2+0-C2+1 3 1+C2w+C2+1 4 1-C2+0 4 1+C2+0-C2.1 4 = Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1-C2-3+C2+1 311-C2-3+C2+1 4 1+C2.3+C2-1 4 1+C2+3-C2-1 41-C2+3+C2-1 211-C2-3+C2-1 2 1+C2+3+C2+1 3 1+C2+3•C2+1 4 t+C2•3+C2+1 4 1+C2+3+C2+1 4 w10 'x.0 sau.5 75" Jf_K.K 13.398-19.110 I-C2+2+C2-1 2 1-C2.2+C2-1 211+C2-2+C2+1 3 t+C2.2•C2-1 4 1•C2-2-C2+1 4 1+C3+2-C3+1 4 2 1•C2+2+C2+1 2 1+C2-2-C2.1 3 1+C2-2-C2.1 4 I-C2-2+C2-1 4 1+C2+2-C2-1 4 C2•1-C2-1 2 1+C2•1+C2+1 3 1+C2+1+C2+1 4 1•C2«1-C2+1 4 1+C3•1+C3•1 4 1+ i ' K K-K 19.111-24.611 1•C2•1•C2+1 2 1+ C2+1+C2+1 2 1•C2+1-CZ•1 2 1-C2.1+C2.1 3 t+C2.1-C2+1 4 1•C2-1+C2+1 4 1•C2-1-C2+1 4 Custom 18.380.19.397 1+C2+3+C2+1 2 1+C2+3-C2+1121+C2-2-C2-1 1+C2.3+C2-1 3 1+C2.3•C2.1 4 1-C2+3+C2+1 4 1•C3+3+C3•I 4 1+C2.3+C2+1 T 1+C2.3•C2•I 2 1•C2.3+C2.1 3 1+CZ+3+C2.1 4 f+C2+3•C2.1 4 t-C2.3-C2-1 4 98' K_K_K 19.398-21.300 1+C2+3+C2-1 2 1+C2+3-C2+11+C2+3+C2+1 3 1-C2.3+C2+1 4 1-C2+3+C2+1 4 t+C3-3•C3+I 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 1 1+C2+3+C2+1 4 Custom 2•.381-30.380 I«C2.2•C2.1 2 1•C2.2•C2-1 3 1+C2.2+C2+f 4 1+C2+2+C2-1 4 t-C3+2+C3.1 4 HC2+2+C2+1 2 1+C2«2-CZN 2 1+C2+2+C2+1 3 1+C2+2•C2+1 1 1•C2.2«C2+1 4 1+C2+2+C2+1 4 120' K-K-K -30.380 1+C2+3+C2+I 2 1•C2.3+C2+1 1+C2+3*C2+1 3 1+C2.3+C2+1 4 1+C2+3•C2+1 4 1+C3.3+C3•I 4 1+C2+3+C2+1 2 1+C2+3+C2.1 2 1+C2.3+C2+1 3 7+C2«3+C2.1 4 1•C2+3+02.1 4 1+C2+3+C2+1 4 _ "MIN.SASH WINDWISEE TABLE 14 FOR DESIGN PRESSURE 6 !4 II6 SIZE= OWDTH-5928 NOTES: f l Max.Anchor O.C. Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE Spacing for"Integral- croup F FIGURES ON SHEETS 8 8. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, Fin"Installation 3.r 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4)'1/4-1/2-1/4'AND"1/3-1/3-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,PE IN THE ADJACENT COLUMN,*CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.e 58705 TABLE 26: Glass Types Anchor Quantities for XOX Windows 10-12 Bath Sash 24-Itelghl 1 30'Hdgtd 1 36'ilelght 48'Iklght 54•H.Vd 63'Heigh 24'HeIpM 30'Hd ht 3S Height 48'HeIpN 54'Height 63'HeIght WithCgdPlnBon a o a a - c c Re W..feral �) Head 6 5111 Heed 6 Sill Heed 6 Sill E Heed 6 Sill Fled 6 3M FIaW 8 911 Heed 8 SRI Head 6 SRIIII Heed 8 SIp Eked 6 Sill € FNed;SIR Heed[{SIN R4 �° III Anchor Group A Anchor Group C 35.1/4' x-K-K 11.391-11.391 1+C2+O+C2+1 2 1+C2+O.C2+1 2 1+C2+O.C2.1 J 1+C2+0+C2+1 4 1+C2-O C2+1 411+C2+0-C2+1 4 PRODUCT REVISED 36' x-K-K 12.308-12.308 1+C2+aC2+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 as-0yias i*no Florists x-K-x 11.391-13.397 Bu!din Cnde 15-1ro' 1.C2•O•C2.1 2 1+C2+O•C2.1 2 HC2.O.C2.1 3 1+C2+O+C2+1 4 1+C2+M12+1 4 1+p+0+CJ+1 4 s x-x-K 13.398-14.683 AccePtmee No Ir-,Cl 1�F•) 1+C2+O+C2+1 2 HC1+o.C'2+1 2 1+C2•O.C2+1 J 1+C2+O.C2.1 11+C2+0•C2+1 4 1.p+0+p+11 L=. inlinn Ude )7 47-A4• x-K-x 11.301-12.297 1+C2+0+C2.1 Z 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2•0+C2.1 4 /+C3+0.C3+1 4 1.C3+0.C3+1/ r x-K-K 12.296.16.666 By 1+(2+0•C2+1 2 1+Cl+O+C2+1 2 1+C2+O.C2+1 J 1+C2*0•C7+1 1 i.CJ+0.p.1 4 1+p+O+p+1 1 Minmi este Rudect Coneol Custom! 11.301•12.016 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+(7+1 3 1+p+0+C3+1 4 1+CS+0+C3+1 4 1+C3+D+p+1 4 g 62-116' X-x-x 12.017-13.397 1+C2+O+C2+1 2 1+C2.0+C2+1 Z 1+C2+0+C2+1 3 1+p+0+C3+1 4 1+C3+0+C3+1 4 t+p+0rp+1 4 y x-K-K 13.396-17.016 1.C2+ i S at2.1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 J 1+f2+0+02+1 ! 1+p+0+p+1 4 5-+C3+0+p+1 4 a: Custom 11.391-13.307 1+C2+2.C2.1 2 1+C2+2+C2+1 2 1+CZ+2+C2+1 3 1+C2.2+C2.1 4 1+p+2+pN 1 Hp+2•p.1 4 00' )4-%-% 13.398-16.380 NotAllowed 1+C2+1.C2.1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3.2+p+1 4 1+C3.2+C3+1 4 K-K-K 15.381-19.641 1+C2+0+C2+1 2 t+C2+0+C2+1 2 1+C2+0.C2+1 J 1+p+0+p.1 4 1+C3+O+C3+1 4 1+04+0+04+1 4 1n Y Q Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+3.C2+1 2 1+C2+3.(2.1 J 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+I 4 .^aL 13.398-19.110 1+C2+2+C2.1 2 I+t2+2+C2+1 2 I+C2+3+C2+1 J t+p+3+CS+/4 1+C3+3+C1N 4 1+C4+3+04+1 4 r- K-x-K 19.111-21.641 1+C2+0+C2+1 2 1+I2+0+C2.1 2 1+C3+0+C3+1 J 1+C3+0.c3+1 4 1+G4+O+C4+1 4 1+04+0+04,1 4 r[70 O Custom 17.641-19.397 C, v) 1.q+3+C2.1 2 1.C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C1+1 4 1+C3+4+p+1 4 I+C4+4+04+1 4 C3 9S 19.3911-24.3-- 0 •In0 0 1+C2+3+C2+1 2 I.C2+3.C2+I 2 1.C2+3.C2+1 3 1+C3.4+p+/ 4 1+p+4+C3+I 4 1+G.4+C4.1 4 }n r.�r a' � K-K-x 24.361-37.041 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+ 3 2+C3+3+p+ 4 2+p+3+p+ 4 2+04+3.04. 4 c', N Of 127 X.%-x 29.641-32.616 +1+C2+0+C2.1 +3+12+ 2 2+C2+3+C2+2 2 2+C2+3+C2+ 3 2+p+4+p+ 4 2+p.4+C3. 4 2+04+!+04+ 4 .J eS = x x-x 32.518-39.6!1 +2+C2. 42:+C2+3+C2+2 2 2+C2+3+C2+ 3 2+p+3+C3+ !2+G+3+04+ 4 2.04+3+04+ 4 g LL g ❑ 147 Custom •• -39.641 +S+C2+ 2+C2*3+C2+2 2 2+C2+3+C2+ 3 2+C3+4+C1. 1 2.04.4+04+ 4 2+CA+4+04. 4 =W N AnChOr�4 B Anchor Group D W Z 02 "" W 'nN 36.114' K-K-x 11.391-11.3e1 1+(2+0.C2+1 z 1+CZ+O+C2.1 2 1+C2+O+C2+1 3 t+c2+0+c2+1 4 1•C2+O+C2+1 ! 1+C2+ +0+C2.1 2 1.C2+O+C2.1 2 1+C4.0+C2.1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 m Y J aD JR' K-x-K 12.306-12.308 i+C2+0.C2+1 2 1+C2+O.C2+1 2 1+C2+O+C2+1 3 1+C2+o+C2+1 4 1+C2+o+C2+1 4 1+C2+ 0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1.C2+0+C2+1 4 Z d 2 , 45-1/8' x-K-K 11.391-13.397 1+C2+aa+1 2 1+C2+aa+1 2 1+C2+O+C2+1 3 1+(2+0+C2+1 4 I+p+0+p+1 4 I+C3+ 0+C2.1 2 1+C2.O.C2+1 2 1+C2+NC2+1 3 1+C2+0.C2+1 4 1+C2+0+C2+1 4 1+p+0+Ob+1 4 ~ w K-K-K 13.398-11.683 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2.O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C3+ +O.C2+1 2 1+C2+0+C2+1 2 I+C2+O+C2+1 3 1+C2+O.C2+1 4 1.C2+0+C2+1 4 1+C3+0.p+1 4 J 0 47.3/4• x-K-X 11.391-12.207 1+C2.MC2+1 2 i+C2+O+C2+1 2 1+C2+aC2.1 J 1+t2+o+c2+1 1 1+p.0+C3+1 1 1+C3+0+p+1 4 1+(2+0+(2.1 2 1+C2.0+2+1 2 1+C2+o+C2+1 3 I+C2+0+C2+1 4 1+C3+0+p+1 4 i+C3+0+C3+1 4 0 r- K-x- 12.296-15.556 1+C2.0.C2+1 2 I.f2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 I+C3+0+C3+1 4 1+C3+0+C3+1 4 1+(x+0+(2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 J 1+C2+0+C2+1 4 1+C3+9+p+1 4 1+C3+O+C3+1 4 Q 1�S Coelom 11.391-12.010 1.C2+0+C2+12 1+C2+O+C2+1 2 1+C2.O+C2+1 J 1+p+0.p+1 4 1+p+0+p+1 4 1.C3+O+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+p+0+p+1 4 1+C3+0+03+1 4 1+C3+O+C3+1 4 < Q Z g 62-1ro' x-x-K 12.017•13.397 1.C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2.0+C2.1 J 1+p+0+C3+1 4 1+C3+0+C3.1 1 1+C3+0.CJ+1 4 1+C2+0+C2+1 2 1+C2+o+C2+1 2 1+C2+0+C2+1 3 1+p.0+p+1 4 1+CJ.o.p+1 4 1+C3+O+C3+1! C y Y.-%-Y. 13.308•17.018 14102 0+C2+1 2 1+C2.0+C2+1 2 1.C2+0+02+1 3 1+C3+O+C3+1 4 1.p+0.p+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 J 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0•C3+1 4 Z Custom 11.391-13.397 1+(2+2,(2+1 2 1+C2+2+02+1 2 1.C2+2+12+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 ! 1+C3+2+C3+1 4 1.C2.2•C2+1 2 1+C2.2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 411+C3 4 1,p+2.p.1 4 0 0 O N 87 )i-K-x 13.396-15.380 t.C2+2+C2.1 2 1+C2•2+C2+1 2 1*C2.2.C2+1 J 1+C2+2+C2+1 ! 1•p+2+p+1 4 1+p.2+p+1 4 1+C2+1+C2+1 2 1+CZ+i.C2+1 2 1+C2.1.C7+1 3 I+C2+1+C2+1 4 1+p.1+C1.1 4 1+p+1,C3+1 4 (� X Lo x-K-K 15.3(11-19.641 1.C2+o.r.2H 2 1*C2•O+t2.1 2 I+(2r0.C2+1 3 1+p+U+C3+1 4 I+CJ+0+p+1 4 1+04.o.G+1 4 1+C2+O+C2+1 2 1.C2+O+C2+1 2 1+C2+o.C2.1 3 1+p+0+C3+1 4 1+C3+O+C3+1 4 1+04+0+04+1 4 Z 0 Custom 11.391-13.307 1+C2.3+C2+1 2 I+C2+3+C2+1 2 t+C2+3+C2+1 J 1.12+3+C2+1 4 1+p+3+C3+1 ! 1+C3+3+p+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1.C2+3+C2+1 3 1+C2+3+C2+1 4 1+p+3+C3+1 4 1+p+3+C3+1 4 Q = _ 7S %-%-% 13.396-19.110 1+C2+2+C2+1 2 1+D2+3+C2+1 2 1+C2+3+C2+1 3 1+p+3+C3+1 4 1+p+3+p+1 4 1+04+3+04+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+p+2+p+1 4 1+C3+2.C3+1 4 1+04+2.04+1 4 K-K-K 10.111-24.611 1+C2+O+C2+1 2 1+C2+0+C2.1 2 I+C3+O+p+1 3 M2-C3+2C3+ 1 4 1+G.O+C4+1 t 1+C4+O+C4.1 4 1+C2+O+C2+1 2 1+(2+0+(2+1 2 1+p.0•C3+1 3 1.C3+O+C1+1 4 1+04+0+04.1 4 1+C4+O+04+1 4 Custom 17.641-19.307 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 J 1 4 I+p+4+C3.1 11+G+4+CA+1 4 1+C2+3+C2+1 2 I+C2+3+C2.1 2 1+C2+3+C2.1 J t.C3.4+p+1 4 1•p+4+p+1 1 1.04+4+C4.1 4 9S )4-K-K 19.308-24.380 1.C2+3.C2.1 2 1+C2+3+C2+1 2 5-+C2+4+C2+1 3 1 4 1+C3.4+C3+1 4 1+04+4+G+1 4 1+C2.2•C2.1 2 1+C2.3.C2+1 2 1+C2+3+C2.1 3 1+p.3+p+1 1 /.C3+3+p.i 4 1+G.3.G+1 4 Y.-%-)i 24.361-31.641 +a+2+C2+2 2 2+C2+3+C2+ 2 2+CZ+I.C2.2 3 4 2+p+3+p+ 4 2.04.3+C1+2 4 1.C2+2+C2+1 2 1.C2+2+C2+1 2 1.C2+2+C2+1 J HC J+2+p+1 4 1+p+2+p•1 4 1+04.2+04+1 4 127 1f-x-x 29.x1-32.516 +a+J+C2+2 2 2+(2+3+(2+ 2 a.c2M•C2+2 3 1 2+p+4.p+ 4 2.04.{.04.2 4 2+C2+3ap+ 2 2+CZ+3.C2.2 2 2+C2+J+C2. *1+G+ 4 %-x-x 32.518.30.041 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 4 2+04+4+04• !2+C5+4+CS+2 4 2+C2+2+C2+ 2 2•C2•3•C2+2 2 2+02+3+02• J 2.p.3+p+ !2+04.3.04+ 4 2.04+3+04. 1 147 Custom .39.641 2+C2+3+C2+2 2 2+C2.3+C2+ Z 2+C2+4+C2+2 3 4 2+C4+4+C4+ ♦2+CS+4+p+2 4 2+C2*3+02+ Z 2.02+3+02+2 2Z.C2.J+C2+ 3 2.pM.p+ 4 2*G.I+G. 4 2*G.NG. 4 NOTES: o ) 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). SEE TABLE 15 FOR DESIGN PRESSURE 'GLASS TYPES 10.12 8 14-16 ••MIN.SASH SIZE MDQW WIDTH-00.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6A. MAY NOT BE USED WITH 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEM AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. J-CHANNEL OR INTEGRAL 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. FIN FRAMES 4)'1/4.1/2-1/4'AND'1/3-1/3.1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN I.IILLER,P.E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P,EA 56705 TABLE 27: Glass Types Anchor Quantities for XOX Windows 14-15 Sash Sash h 24-Heigh) 30'Heigt;41 48'Height 54"Help 11 63"HeightE2461,ghtight 30•Hdpht 36"Height 48"Height 54•Heigh 151 Helghl Con a a aaRelnC Le�M Itenpe lb+l Haed d SIII Heed 6 SNIeed 8 SIN Heed 6 SIR Head 8 Sill ESAI FMad 6 SIII Eked 8 SIA FMad 6 SRI Head 8 SYI C HeW d 5111R4 i Anchor Group A Anchor Group C 35.1/4• Y.-Y.-Y. 11.391-11.301 2+1 2 1+C2+0+C2+1 2 1+C2+OrC2+1 3 1+C2+0+C2+1 1 1+(x+0+(x+1 4 1+p+0+p+1 4PRODl1CT REVISED J8' x-X-K 12.3oe-12.309 2+1 2 1+C2+O+C2+1 2 1+p+0+C2+1 3 1+C2+0+C2+1 1 1+C2+0+(xN 4 1+0++40+1 4 W�adYm9 with Me Pic" X-K K 11.301-13.307 uildrtK Code 45-1/9• 2+1 2 1+p+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+p+0KS+/4 1+(4.0+04.1{ ca713.309-14.99! /V2+1 2 1•(2.0+(2+1 Z 1+(2+0.(2.1 3 1.(3.0.(3+1 4 I.p+•O+p.t 1 1*CJ+0•G1+1 1 E�ist� beleX 11.!01-12.207 C3+O+p+1 4 1+C4+0+G+1 4zo 47x14 .1 z t+C2w.r2.1 2 1.(2+0+(2.1! 1.CS.D+p.1 1 t. MI12.206-15.559 2+I 2 1+C2+o+C2+I 2 1+C2.0.C2.1 3 I.p.0+C3+1 4 1+C3+0+C1+1 4 1.o3.0+C3+1 4 Custom I7.M-12.015 X-K-X 1.C2+O+C2+1 2 1+(2.0+(2+1 2 Np+Wp7+0+0+0+1 GWq .1 3 7+ +0+ +1 4 1+ . +1 1 I+G 04 +0. .1 { 52-1/8' 12017-13.307 S LI+C2+2+C2-1 +C2+1 2 1+(2+0+(2+1 2 1+p+0+C3+1 3 i+C3+0+CJ.1 4 f+q+0+04+1 4 1+C4+0•C4+1 4 y X-K-K 13.309-n.ole •(2.1 2 1.p+OM2+1 2 1.p*O+p.1 J 1+0.0+(3+1 411-000-04-1 4 NC4+O+G+1 1 Sj Mlom 11.301-13.397 +C2+1 2 1+p+2+C2+1 2 1+C2+2+p+1 3 1+p+2+p+1 4 1+0+2+p+1 4/+C4+2+C4+1 4 ; rb X-K-K 13.309 -15.390 Not Allowed +(2+1 2 1+(2+2+(2.1 2 1+C2*2+C2+1 3 I+p+2+p+1 4 1*p+2+C3+1 4 1+04+1+04+1 4 X-x-K 15.351"10.641 +(2.1 2 1+C2+0+C2+1 2 1+C3+0.C3+1 3 1+G+0+04+1 4 1+04+0+04+1 4 1+C5+O+C5+1 4 Lr) Y Q Qlatam 11.391-13.307 2 1+p+3+C2+1 2 1+p+3+(x+1 3 1+p+3+C,3+1 4 1+04+3+04+1 4 1+04+3+04.1 4 7S %-K-X 13.398-10.110 1+ p C2+2+C2+1 2 1+C2+2+C2+1 2 1+p*3+C2+1 3 1+C3+3+p+1 4 1+04.3+01+1 4 1+C4+3+C/+1 4 +aa K-x- 19.111-24.641 1+(2.0+(2.1 2 I+ .0.p.1 2 i.C3+0+pN J 1.04.0+04+1 4 1-05+0+05-114 1 1+C5+0.CS+1 4 � Ct7 0 0 O G1sMrtu 17.641-10.7971+C2+3.p+1 2 1+p+3+C2+1 2 1+C2+3+(2+1 3 1+C3+4+C3+1 4 1.q+4+f:4+1 4 1+00µG+1 4 Ir O O C B6' X-K-X 10.309•24.300 1.C2+3+C2+1 2 1.C2•3•C2.i 2 1+p+3•(2+1 3 1+G+4+C4+1 4 1+04+4+04+1 4 1.(µ3.q+1 4 h 1A Y.-%-Y. 24.361-31.041 1.C2+2.C2+1 2 2.Cx.2.C2+2 2 2+C2+2+C2. J 2+04+3+04+ 4 2.04+3.04+ 1 1•ONz.G.1 4 Of N X-K-X 20.641-32.519 120• 2+C2+3+02+ 2 2+C2+3+C2+ 22.(2.3+(2+ J 2+C4+4+C4+ 42+04+4+04+ 4 2.C4+3+q+ 4 X-K-X 32516-30.041 J 140• Custom •• 2+p+2+C2+ 2 2+p+3+C2. 2 2+C2+3+p+ 3 2+G+3+04+ 4 2+04+3+04+ 412-C4-3+C4+2 4 n W 0 -39.541 2+p+3+047+ 2 2+C2+3+C2+ 2 2+C2+3+C2+ 3 2+04+4+G+ 4 2+04+4+04. 4 2+C4+3+q+ 4 WX N Anchor Or*"0 Anchor Group D W V (3J oN 35.114• QXI .391-11.391 1+C2+0•C2+1 2 1+C2+0+C2+1 2 1•C2+0+C2+1 3 1+C2+0+C2+1 1 1+p.0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C7+1 2 1+C2+0.C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O.C2+1 4 ~tZu J8' .308"12.308 1+C2.O+C2N 2 1+C2+O+Ch1 2 1+C2+0+(x+1 3 1+Cx+0+C2+1 4 1+C2.0+Cx.1 11+p+0+p+7 4 1+C2+O.C2+1 2 I+C2+0.C2+1 2 1. n> O 0 C3 J 00 C2+O+C2+1 3 1.(2.0+(2.1 4 10(2+0+(2+1 4 1.p.0+GY+1 1 O Z CL Z Q Y. 16-116' .391"13.307 1+(2+0+(2+1 2 1.C2+0+C2+1 2 1.(2.0+(2+1 311+C3+0-C3+114 1+C3+0+p+1 4 1+q+0+04+1 4 1+C2+O+C2+1 2 Hp+0+CZ- 2 1+C2+0+C2+1 3 Hp+O+Cl+1 4 1+CJ+0+C3+1 4 1+04.0.gN 4 ~ W O 305.14.653 1.17+0.(2+1 2 1+C2+0+C2+1 2 1+C2+p+C2+1 ! Hp+000+1 4 1+C 3-o+p+1 4 1+p+O+C3+1 4 1+C2+O+C2+1 2 1+C2+o•C2+1 2 1+C2+0+C2+1 J 1+Cl.0+C3.1 4 1.p+0+p+1 {1+C3•0+p+1 4 FF" -J Cp 47x14• .391-12.207 1+p•0.C2+1 2 1+C2+0+O2+1 2 1.C2+O.C2+1 J 1+CJ+O+C3+1 4 1+C3+O+C4+1 4 1.C4+O+C4+1 4 1+C2+0+C2+1 2 I.0 2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1.p+0+C3.1 4 1+04+0+0.1 4 0206-15.558 NC2+o+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2.1 3 1+CS+0.C3.1 4 1+C3+O+CS+1 4 1+p+0+C3+ 4 1+C2+0+C2+1 2 1+C2*0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+p+0+p+/4 i+C3.0+C3+11Z Iaa4S 391.12.016 1+C2+0+C2+1 21•Ca+0+C2+1 21+C3+0.C3.1 31+p+0+C3+1 41+C4+0+04.111.04+01 4 1+C2+0+C2+1 21+C2+0+C2+1 21+C3+0+C3+1 31+C3+0+C3+1 41+04+0+04+141+G+0+G+14 Q £ 52.1!8' X-K-X 12017-13.307 1+(2+0+(2+1 2 1+(2•0•(2+1 2 1+C3+0.0+1 ! Np+O.CJ.1 4 1+04+0+04+1 4 I.G.O+CA+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3.1 3 1+p+0+p+1 4 1+04+0+04+1 4 1+C4+0+G+1 4 (1 F.- Z y x-X-K 13.308-17.010 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+(3+0-0+1 ! 1+p+0+p+1 4 1+04.0.04+1 4 1+04+0+C4+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C341 3 1+C3+O+C3+1 4 1+04+0+04.1 4 1+q+0+04+1 4 Z era's SY Custom 11.301"13.397 1+C2+2+C2+1 2 1+(2+2+0.1 2 1+C2+2+p+1 3 1+p+2+p+1 4 t+p+2+p+1 4 1.04+2+C4+1 4 1+C2+2+C2+1 2 1.C2+2.C2+1 2 1+C2.2+C2.1 3 1+C3+2+p+1 4 Hp+2+p+1 4 1+04+2+04+1 4 0 0 O 1� = N 80• x-X-J4 13.388-15.380 1+t2*2.02+1 2 1+A2+2*p+i 2 1.(2+2.(2+1 3 1+p+2+C3+1 4 1+CJ+2+C3+1 4 1+04+2+04.1 4 1+C2.1+C2+1 2 1+Cx+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1.CJ+1 4 1.C3+1+p+1 4 1+04+1+04+1 4 V WX LO X-K-K 15.361"19.641 1+C2+0+C2+1 2 1+C2+0+(201 2 1+C3+0+03+1 3 1+04+0.04.1 4 1+04+0+04.1 4 1.C5+O+C5+1 4 1+p+0+C2+1 2 1+C2+0+C7+1 2 1+C3+O+C3+1 3 1+G+o+G+1 4 H04+0+G+1 4 1+(",J+O+CSN 4 Z 0 custom 11.391-13.397 1+C2+3+C2+1 2 1+p+3+C2+1 2 1+C2+3+p+1 J 1+p+3+p+1 4 1+C4+J.G+1 4 1+04.3+(4+1 4 1+C2+2+C2+1 2 1+C2+2+p+1 2 1+C2+3+C2+1 ! 1+C3+3+C3+1 4 1+04+3+04+1 4 1+C4+3+G+1 4 Q = _ 75• )434-y+ 13.398-19.110 1+p+2+C2+1 2 1+C2+3+C2+1 2 1.C2+3+C2+1 3 1+p+3+p+1 4 1+G+3+G+1 4 i+ ++ 04 3 04.1 4 NC2+2+Cx+1 2 1.02.2+(2+1 2 1+02+20(2.1 3 HC,'3+2+p+1 4 1+04+2.04+1 4 1+CN2+q.1 4 a01 'asap sa�,aS K-K-X III-24.641 1+C2+0.0+1 2 1+p+0+p+1 2 1+C3+0+C3.1 ! 1+G+0+C4+1 Ni+C15-01-05+I+1 4 I+CS+O+C5+1 4 1+C2+0+p+1 2 1+0+0.0+1 2 1+C3-0+C3+1 3 1+G+0+C4+1 4 1+CS+0+C5+1 4 1+C5+g+C5+1 4 Qwtorrl17.041-19.307 1+C2+3+C2+1 2 1+C2+3•C2+1 2 1.C2+4+C2+1 J 1+C3+4+p.1 4+1 4 1+G+4+q+1 4 t+p+3+p+1 2 1+C2+3+pN 2 1+C2+3+0+1 3 1+pH+C3+1 4 1+q+4+q+1 4 1+04+J+q+1 419.790"24.380 1+C2+3+p+1 2 I+2*3+C2+1 2 1+C2+4+C2+1 J 1-04 1 +1 1 1.04+3.04+1 4 1+C2+2+C2+1 2 1+p+30(x+1 2 1+C2+7+C2+1 J 1+04+3+04+1 4 1+q+3+G+1 1 1+C4.3+C4+11 24.381.31.041 2+02+2+0.2 2 2+(2+3+(x. 2 20(2+3+C2+ !2+04.3+04* + 4 1.04+2+(4+1 4 1+(2+2.(2+1 2 t+(x+2*02+1 U2+C2+3+C2- 2+Ct+1 J 1+04+2+04+7 1 Hq+2.G+1 1 1+(µ3•G+1 4 120• 29.641"32.516 +CZ+3+C2+2 2 2+C2+J+C2+ 2 2+C2+4+C2+2 3 2+04+4+04+ + /2+q+4+C4. 4 2+C2+3.Cx+ 2 2+C2+J+C2+23+Cx+ 3 2+04+1.040 4 2+04+4.04+ 4 2+04+3-04+ 4 32.516-39.641 +(2+3+(2+2 2 2+C2+3+C2+ Z 2+C2+3+C2+ J 2.04+1+04+ + 4 2+04+3+04+ 4 2+p+2+C2+ 2 2•C2.3+C2• 3 2+04.3+0+ 42+04+3.A. 1 2+04.2.04+ 4 140' (]som -30.641 C2+J+C2•2 2 2+(2+3.0. Z z.(x.4.a+ 3 2+Gµ+04+ • 412+04+3-C4+2 1 2+(2+3+(2+ 2 2+C2+3+(2+23+(2+ 3 2+04µ•G+ NOTES: SEE TABLE 15 FOR DESIGN PRESSURE 6 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). WINDOW WIDTH-80 72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. GLASS TYPES 10-12 8 11-18 "MIN.SASH SIZE= 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. MAY NOT USED WITH 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL FIN FRAMES 4)•1/4-1/2-114•AND"113.1/3-1/3•INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LIVNN MILLER.P E IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PEA 50705 TABLE 28: Bill of Material 3.600' 3.500• I 3.500• -� I-II 3.500" A Pert# Description Matlerial 1 820121 Frame Head,SIA and Jambs-Flange PVC TI 2 820122 Frame Heed,SIA and Jambs-Fknge PVC � 0 IL(1 3 620123 Flame Head,SIA and Jembs-Fin PVC 4 620124 Frame Heed,SIA end Jambs-Equal Leg PVC ❑� 2.445' 13 620172 Anti-Lift Insert/ail Co-Ar PVC 2.145' 2.445• 2.445• 14 820131 Fixed Meeting Rail PVC O - a 1b 820158 Track Insert 8083 T8 At 1j 16 820129 Sash Rall(Sides,Top&Bottom) PVC T 17 820106 Monorail 8083 TB At •625• JCHANNEL .625" FLANGE FRAME T FIN FRAME EQUAL LEG FRAME 19 620158 Pull Rail Interlock 8083 T8 At O 1.37 O FRAME FAD,SILL T HEAD, 51LL 8 7'37 O JAMBSSILL 8 O AM�SILL& il 21 620150 LightOM144 Pull RSashterlock RelnbrcemerPVC Fnt 0003 T8 Al I 22 620151 Standard Sash Reinbrcement 0083 T8 At 1.872• 1.841 23 620152 HD Sash Reinbrcement 8083 TO AI 1.43r 24 820163 Standard Meeting Reil Reinforcement 00015 T5 T6 At �r` I o -T � � o T 25 820164 HD Meeting Rail Reinforcement 6005 T5 Al 7.830 + I 2 tar � 2178 26 620156 H.D.Hors.Roller Meeting Reil Reinforcement ODDS T5 Al 777 .065" a p 1.020" 7'375 1-I� n�n 27 71OX114PPA #10 x 1-1/4"PH.PH SDS(Monorail Screw) 410 SS = 477' 28 61844 WeethersMp,.187"x.270"Fin Pile .065' 060• �{� 1 Y IlOLL70r,�'1J 060 29 61719 Weatherstrip,.18r x.220'PolyPile LIFT RAIL LIFT RAIL -� 7.231' 1.000' fF 30 #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 410 SS 13 ANTI-LI RLI OINNSEERT 11VER MEEFIXEDDING RAIL 15 INSETRACRT 18 SASH RAIL 79 INTERLOCK O INTERLOCK COVER 31 7WO12PPA #8 x 31/r Ph.PH SMS(Fixed Meeting Rail Screw) 410 SS 32 71669SP Meeting Rag Screw Support Plate 808;1 T5 Al 33 720210 Weep Hole Coyer PVC 316 �� '070' 1 1.700" 34 720187 installation Screw Hole Plug PVC .175• 300" tl 37 720197 Auto Lock C Steel 754' r( 75v. Imo( 715• � 38 720199 Sweep Lock Cost 21nc Ii�I 39 720198 Auto Lack Cover Assembly Cast 7JItc .035' - �� •025" 1.185 " 40 08 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS LAMI IG EXTRUDED ROLLED LIGHT SASH SASH STANDARD 41 720200 Auto and Sweep Lock Keeper Cast 21nc 72 BEADING 87 SCREEN FRAME O SCREEN FRAME 21 REINFORCEMENT O REINFORCEMENT 42 76X34PPA #8 x 3/4"PH.PH SDS(Keeper Screw) SS 43 7612FPTX #6 x 1/2'FPH Tek(Reinforcement Screw) SS 070• II 1.182* - 1�I .28T 44 Leadstile Top Corner Key Nylon 1 .070• OSP 46 Leadstile Bottom Comer Key Nylon �1.781• I+- 46 Lockstlle Top Comer Key Nylon �J O70 .791• 1.036• 1.011' 1.041' 1.229 47 Lockstile Bottom Coiner Key Nylon &10 1 � .13o L 184' L 071' _ 48 720204 Wheel Nylon 760 � 1.331• )t � 1.340• {f --j 1.340" )� 72 620135 Lanni.I.G.Beed PVC HD SASH STANDARD HD MEETING HD HR MEETING PRODUCT REVISED 74 Beckbadding,GE 7700 or Dow 791 Silicone O REINFORCEMENT 24 MEETING RAIL 25 RAIL 28 RAIL 17 MONORAIL wradriee,uim 6ip Flrxlde REINFORCEMENT REINFORCEMENT REINFORCEMENT Puildisg Code 75 71884/5 Setting Block /8"x 7 x 1/8",65+/-6 duo. EPDM acceptance No4.680 61011 Rog-brined Screen Alum R-i-d ey '81 61012 Extruded Screen Frame Alum BY82 Exlrutled Screen Spreader BarAlum 83 47042W Screen Comer Key with Pull Ring PVC 84 47041W/CKGLB Screen Comer Key No Pull Ring PVC 85 7CASPM Tenslon Spring SS /, 88 81818048 -:Ionreen Spring Fiberglass til // WINDOW EXTRUSIONS&BOM J ROSOWSKI 87 81835/81814 .140"Screen Spline(Machine/Hand Rolled Vinyl 61 Ill 6 _ 1070 TECHNOLOGY DRIVE T#M: DOt'' N.VENICE, FL 34273 HORIZONTAL ROLLER-LM 05/15/15 .' P.O. BOX 1329 NOTES: NOKOMIS; FL 34274 SarhsA-W. Scab: Oras6n0 No. Rsr: 1)ITEMS#5-12,18,35,36,49.71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. N Ly 14 i41L!`e .P,.E'. HR-6510 NTS 17 OF 18 MD-HR5510-01 A 2)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD..TO BE LABELED FOR AAMA EXTRUDER CODE. �•�Mtrbt'By CERT. OF AUTH. 29296 `• `1 18 SASH TABLE 21: MITERED FRAME WITH M ASSEMBLY Egress Lock BIM of Materiel 1 INTERIOR FNRDDEXIAME ERIO DETAILS ® # Pan Deealpeon Material LDS 100 7M C7024 Mutti-Point Lock or Cast Zinc 18 42 105 ® 101 73340 O for mound Plata Steal 31 102 72015 Multipoint Lock K Aluminum r 103 720214 Multi 'nt Lock Guide Nylon }I EXTERIOR Ia ATTACHED TO <32) SASH RAIL 104 220217-221 Tia Bar h Varian Stainless Steal 1 105 71024X12HFX#10x 1PI'HH MS Stsinlm Steal 72 x4 108 78X1FPAX #8 x 1"Ph.FH SMS Stainless Steel ` 107 78X75FPTX #8 x 314"Ph.FH SDS Stainless Steel O+ �7 \\ ATTACHED TO © 103 27 30 FRAMEJAMB 16 EGRESS LOCK 37 DETAILS 40 (NOT TO SCALE � 39 e3 ORS 87 as 'A OPT.AUTO LOCK 48 20 ATTACHED TO PRODtX7REVISM m�drme"th tM FW16 4a l FRAME JAMB 1 Building Cone Aarp4nu Nn Ezl�ireticwi UMc _,r'LU L�? 42 + 18 n 107 82 - —14 •' 1 Miem Dndc Prnefai C OPT. 72 X4 41 47 " 2 1 OPT.SWEEP LOCK ATTACHEDTO FRAME JAMB 80 OR 81 15 1070 TECHNOLOGY DRIVE 1 MITERED FRAME WITH N.VENICE, FL 34275 INTERIOR AND EXTERIOR - (.01 (941)-480-1600 FRAME WELDS SCREEN RCERT. OF RUTH. /29296 eN>b Rx Deis. ASSEMBLY \ ;;:•` ReNebn: DETAILS RMaW RY' DO.: R.W6b OO 84 33 ,�� EXTERIOR— Dssnlp8on: Hewn By FRAME EXPLODED WINDOW VIEW J ROSOWSKI ASSEMBLY 6 �(G lro.. DeW NOTES: DETAILS HORIZONTAL ROLLER-LM 05/15/15 7)GLASS AND SOME PART3/OPipNS NOT SHOWN ON DRAWING FOR CLARITY. 'O� 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. Sedw/v_w' —__ %sm: 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS e-e. A.LYNN ILL6R.P.E. HR-5510 NTS 180E 18 MD-HR5510-01 RA E.M'm 03 P.