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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 4 Business & Professional Regulation SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search d Product Approval db' pr USER:Public User Product Approval Menu>Product or Apolication Search>Awl¢a..: �,t>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 druark@pgtind ustries.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 Ext 21140 j rosowski @pgtindustries.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 At 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(NCA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type, size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.2 HR-510(Impact) WinGuard Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 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 11 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.odf 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.odf 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 FI 242 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 Fl R21 11 16-0714.10.0f 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-810(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.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 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 HR-2710M(Impact) 2LT HR-2710M PVC Horizontal Rolling Window https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3 DGCgL7... 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.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j 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.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. (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.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 13-1125.03 MI.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. (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.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.18.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: 242.10 HR-5510(Impact) Vinyl Horizontal Roller Window Li Certification Agency Certificate Approved for2eiam,- :Yes FL242 R21 C CAC 16-0714.17.odf Approved forHVHZ:Yes Quality Assurance Contract Expiration Date Impact Resis09/24/2020 essInstallation Instructions Other:Please ade 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.odf 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 1116-0629.09.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.12 SGD-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.odf 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.pd 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 odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3 DGCgL7... 5/2/2017 MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"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 j� Approval Date: September 01,2016 t 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-11115510-01 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) oa� Manuel Per Product Control Ea min NOA No.16-07T4-17 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (corrrnvuED) 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. F FL-8074,dated 11/06/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA 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 NDA 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. �2"IVJQ/ Manuel Pe E. Product ControlWO4.17 er NOA No. 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-51h 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 Control xam'•er NOA No. 1 417 Expiration:Date: September 24,2020 Approval Date: September 01,2016 E-3 2-5 ANCHORS,SEE DESIGN PRESSURE RATING IMPACT RATING CLUSTER DETAILS SHEET 5 ----�{ �+--- 12-3/4'MAX.O.C. VARIES PER REINFORCEMENT LARGE 8 SMALL MISSILE 8"MAX. --•-1 I.— I I r.--�B.SEE 1-1/4" SEE SHEETS LEVEL,SEE SHEETS IMPACT RESISTANT •------- SHEET 3 MAX. —a{ &16 __ D,SEE 2.5 ANCHORS,SEE CLUSTER 'SHEET4 DETAILS SHEET 5� 75'�� 8.94 MAX.O.C. MAX.O.C. a B,SEE A,SEE r'—._. 10"MAX. j 8"MAX. —� _-_ � F._. SHEET3t '� 1 SHEETS j ______QSEE I 1SHEET 4+ _._ _._.E,SEE r._I CSH.SEE19" 76'EQUALLY ' MAX.O.C. MAX. I 72" ) E SPACED BUCK 11 MAX.ANCHORS PER + HEIGHT 1 BUCK EQUALLY MAX. TABLES 17-27 I T I HEIGHT SPACEDORSPER BUCK SEE } / ATAB ES 17-77 I _ HEIGHT J 9-16 I 16-67' 6.O.C.O X A 0 X X O X MAX.O. r MAX. - _ — 8"MAX. SEE SRL - SEE SRL .- WEEPF1 WEEPHOLE SEE SILL — g DETAILS, 4'O.C. 3"MAX. DETAILS �tEPHOLE C. 3'MAX WEEPHOLE 4'O.C.BETWEEN �'J7II 3"MAX. SHEET3� BETWEEN �•— `_ e SHEET4 BE L_ D DETAILS, WEEPHOLES WEEPHOLES S D SHEETS 75"MAX.BUCK WIDTH 75"MAX.BUCK WIDTH --a� 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 FLORIDA BUILDING CODE(FBC),STH EDITION •ASTM E1300-09 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ.THE OUTBOARD LITE(CAP)MUST TEMPERED. •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 :ALUMINUM 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.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GENERAL NOTES.........................1 ELEVATIONS. 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 ................................1 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. FRAME,GLASS..ANCHOR 6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS.............................2 INSTALLATION,FLANGE& 7)DESIGN PRESSURES: EO A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. ON,INTEGRAL FIN................. INSTALLATION, LEG/ O 6)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 GLAZING DETAILS` N .......................5 THE DESIGN OF THIS PRODUCT,THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS DESIGN PRESSURES ...........8-8 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ........ 9-16 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR EXTRUSION PRQUANTITIES 17 ................. 10 REFERENCES:TEST REPORTS FTL-8072.8073&8074;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER ESLES..BOM....17 ASSEMBLY.................... SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIlAF6PA NDS 8 ALUMINUM DESIGN MANUAL """"""'"""1 PRODUCT RtiV15ED 11)APPLICABLE EGRESS REQUIREMENTS TO BE RENEWED BY BUILDING OFFICIAL. ,complying•ith d.Fkxdu Building Code Accep USER INSTRUCTIONS: nnceNo/ •O la-1J E onion Del ZD 20 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. R@W-d DY: Dob: Rsrhlon: IPJR 5/05/16 A)ADDED SPACERS TO KNOWINGELGTIH REINFORCEMENT LEV 'DETERMINE OUR WINDOWS PRESSURE REQUIREMENT OR THE WINDOW OPENING USING Vrt TABLES 8-16(SHEETS 8-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING - Rwis•d By: Dob: RONNon: C J 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. ?n.F D••o<Iplm: D_ 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9-16).VERIFY THE ANCHOR(SUBSTRATE WILL MEET - n �6 GENERAL NOTES&ELEVATION J ROSOWSKI REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET w� SET ARE MET. 6 1070 TECHNOLOGY DRIVE RBe: Dole' 5)IINSTALL 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 34274 SeHes/Alodd: SeaN: SMet: OroMnp No. Rev: NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.'L'YNN;MIULER:P.E. CERT. OF AM. #29296 HR-5510 NTS 1 OF 18 M D-HR5510-01 A INTEGRAL FIN OR EQUAL LEG/BOX),SEE FIGURE BON SHEET 2. REA 68705 TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Frame Glass Installation Description(Listed from Exterior to Interior) Type Types Options Conditionsondidons 8et/eVaM Option Delell Sheet 5 7/8"Laminated I.G.:1/8"A Exterior Cap+7/18"Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Interlayer (we Fig B) (we Table 1) 6 718"Laminated I.G.:118"T Exterior Cap+7/16"Air Space+5116"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Interlayer Though the Into 2XWood Fmme/Bwkstdp-sheet 4,option 5 J-Channel integral fin...... ,,,,Into Metal-sheet 4,option 8 7 718"Laminated I.G.:3/16"A Exterior Cap+3/8'Air Space+5/16 Laminated;(2)Lites of 1/8"A Glass with.090 PVB Interlayer (qi) 1-4 Through the tame••••into 2X Wood Frame/Buckstrip-short 4,option 6 8 7/8"Laminated I.G.:3116"T Exterior Cap+3/8'Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass with.090'PVB Interlayer of the window...... ,...Into Metal-sheet 4,option 7 10 718"Laminated I.O.:1/8"T Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Liles of 1/8"H Glass with.090"SG Interlayer ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 11 7/8"Laminated I.G.:3/18"A Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Utes of 1/8"H Glass It.090 SG Interlayer Flange 1 4 Through the frame ....Into Concrete/CMU-sheet 3,option 2 12 7/8"Laminated I.G.:3/18"T Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Lites of 1/8"H Glass with.090"SG Interlayer (a2) oflho window...... ,.,,through 1X Buckstrfp into Concrete/CMU-sheet 3,option 3 14 7/8"Laminated I.G.:1/8"T Exterior Cap+5/16"Air Space+7/16"Laminated;(2)Lttes of 3116"A Glass with.090"SG Interlayer ....Into Metal-sheet 3,option 4 Through the Into 2X Wood Fromedp-sheet 4,option 5 15 7/8"Laminated I.G.:3/16"A Exterior Cap+1/4"Air Space+7/18"Laminated;(2)Utes of 3116"A Glass with.090"SG Interlayer .... Integral Fin t 4 integral frn.....- ....into Metal option-sheet 4,option 8 16 7/8"Laminated I.G.:3118'T Exterior Cap+114"Air Space+7/16"Laminated;(2)Utes of 3/16"A Glass with.090"SG Interlayer (#31 Through the tame ...•Into 2X Wood FromdBucketrip-sheet 4,option 6 ES ET 6,TABLE 5FOR IN REIA HORAGE INDEX. of thew Wow ....Into Motel-sheet 4,option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,11 b 15 ....Into 2X Wood Frome/Buckstrip-sheet 3,option 1 ' MAY NOT BE USED IN THE ©-r Through the films ....into ConcreteJCMU-sheet 3,option 2 Min.Edge Min. HVHZ ABOVE 30'. Group Anchor Substrate E ual-leg 1-4 of the window...... ,,,,through lX Bucksupinto Cone reteJCMU-sheet 3,option 3 Distance EmbedmenC • (#t) ....Into Metal-sheat 3,option 4 #10 SMS P.T.Southam Pine(SG=0.55) 7/16" 1-316" •MIN.OF 3THREADS - (steel,18-8 S.S. Steel,A36• 3/8" 0.050" BEYOND THE METAL Or 410 S.S.) Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) SUBSTRATE.FOR "A'=ANNEALED A Aluminum,6063^T5' 3/8" 0.050" STEEL STUDS, "H'=HEAT STRENGTHENED SG=0.55 7/16" 1-3/6• MIN.Fu-45 KSI 8 'T"=TEMPERED P.T.Southern Pine ( ) MIN.Fy=33 KSI. FIGURE B:FRAME TYPES "PVB'_.090'BUTACITE®PVB 3/18"steel URracon Concrete(min.2.85 kel) 1' 1.1/8" 0 BY KURARAY AMERICA,INC Ungrouted CMU,(ASTM C-90) 2-1/7 1-1/4" 'UNGROUTED CMU" en P.T.Southern Pine SG=0.55 9/16" 13/8• VALUES MAY BE fX "SG"= .090"SENTRYGLAS® #12 SMS ( ) USED FOR GROUTED 2 0 INTERLAYER BY KURARAY B (steel, SIM S.S. Steel'A36" 3/8" 0.050" CMU APPLICATIONS. AMERICA.INC. a 410 S.S.) Steel Stud,A653 Gr.33" 318" O.D451"(18 Ga.) INSTALLATION NOTES,SEE SHEETS 3 8 4 FOR ILLUSTRATIONS: - Aluminum,6083T5• 318" 0.083" El AL_ USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON FLANGE Concrete(min.2.85 ksi) 1' 13/4" LEO 1/4'steel UttraCon TABLES 2 6 3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE C Ungrouted CMU,(ASTM C.90) 2-1/2" 1-1/4" DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE 1/4"steel Creleflex Concrete(min-3.35 ksi) 1" 1-314" USED ON ANY SIDE OF THE WINDOW. 114"steel Uhracon Concrete(min.2.85 ksi) 2-1/7 1-V4" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1/4"steel Uitracon P.T.Southem Pine(SG=0.55) 1' 13/8 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO 1/4"steel Cret811EX Concrete(min.3.35 k31) 2-117 13/4' BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE / Ungrouted CMU,(ASTM C-90) 2-112" 1-114 OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD (1 1-� ff Q (a 1--/ Q `ff�� D 1/4"steel Cretetlez BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X �J - r �J P.T.Southern Pirie(SG=0.55) 1' 13/8' BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY J-CHANNEL INTEGRAL 1/4"steel Aggre-Gator Concrete(min.3.275 kat) 1-1/2" 1.3/8" TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND FIN P.T.SoWhem Pine SG=0.55 1" 1 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR 1/4"steel AggreGator Grouted CMU,(ASTM C-90) 2" 2" ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED as caatplying with the Florida Min.Edge Min. nes a de Distance Embedment' / Group Anchor Substrate 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. Ro4ad aY: Dab: RaNNerr: mlion Dale E 2-1/7%.131'Common Neil P.T.Southern Pine(SG-0.55) 3/8" 2-7118" 2.1/2"Rtngahetk Roofing Nail P.T.Southern Pine(SG-0.55) 3/8" 2-7/16" 0 r ReNaad ar: Dote: Regebo; Mi Dec n,dact P.T.Southern Pine(SO=0.55) 1/7 1-3/8" #10 Trusshead SMS A minun,8063-T5' 318" 0.050" - - (steel,18-8 S.S. Drum BY: Steel Stud,Gr.33' 3/8' 0.0451"(18 Ga.) - ® D—rlptlon: F Steel,A38' 318" 0.050" or 410 B.S.) •MIN.OF3 /,,f 1b GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND P.T.Southern Pirie(SG=0.55) 9/18" 1-318" THE METAL - 1070 TECHNOLOGY DRIVE TIW: 012 SMS Aluminum,606345• 316" 0.083' SUBSTRATE.FOR - N. VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 (steel,It"S.S. Steel Stud,GL 33• 318" 0 050' STEEL STUDS, P.O. BOX 1529 or 410 S.S.) MIN.Fu=45 KSI 6 r NOKOMIS, FL 34274 ; SosN: Oroatrp Na. Roe Steel,A36• 318" 0.050" MIN.Fy-33 KSI. A.LYNN MILLER,P.E. CERT. OF At". /29296 HR-5510 NTS 2 OF 18 1 MD-HR5510-01 A P.1 58705 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 INSTALLATION TYP.ANCHOR TYPE, INSTALLATION @@ 23 ANCHORED THROUGH FRAME AND 1X EMBEDMENT AND EDGE OPTION 4 BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 DISTANCE PER SUBSTRATE, SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6 e) SEE NOTE 2,SHEET 2. BLE 2,SHEET 2. SEE TAANCHORED THROUGH TYPICAL FOR ALL ANCHORED THROUGH EDGE DISTANCE XOOR"OX"SASH 1/4•MAX SHIM FRAME INTO WOOD FRAME INTO METAL " " EMBEDMENT FRAME OR BUCKSTRIP. 1/4"MAX.SHIM 19 18 16 29 SEE NOTE 2,SHEET 2. 30 EMBEDMENT 1 28 3 20 OPERABLE FLANGE 1 #I0 OR k12 STEEL 40 SASHEDGEFRAME JljL SMS(GB),SEE 37,'� o ��� • DISTANCE SHOWN TABLE 2,SHEET 2. _--- --- -� 2 28 2 11C MAX SHIM 41 �' o o 'r, O TYP.ANCHOR TYPE, FIXED 13 LITE EMBEDMENT AND I VISIBLE EDGE DISTANCE PER LIGHT WIDTH ' SUBSTRATE.SEE 72 �nl r ,J, TABLE 2,SHEET 2. OI� II — 111 85 87 DADE APPROVED MULLION, FBC COMPLIANT VISIBLE 42 �0 29 ALUMINUM/STEEL FRAMING O EXTERIOR - OR STEEL STUD.MAY BE FRAME 72 LIGHT WIDTH t4 J, 4 EQUAL VISIBLE VERTICAL OR HORIZONTAL- VISIBLE SHOWN 24 OR 25 OR 28 V LEG (1)AT MID-SPAN OF INTERLOCK FIXED LIGHT LITE SEE SUBSTRATE PROPERTIES, (SEE SHEETS 8$)TYPICAL FOR ALL FRAME ®(1)312'FROM EACH SASH HEIGHT TABLE 2,SHEET 2 "XO"OR"OX'FIXED MEETING RAIL SHOWN CORNER AND(1)AT CENTER OF BUCK WIDTH SASH STILES/RAILS zs HORIZONTAL SECTION A-A(OX) @-E 2 23 BUCK 28 HEIGHT EXTERIOR V_ 18 19 18 (SEE SHEETS B-8)TYPICAL V_ OPERABLE OPERABLE 40 20 OPERABLE 43 FOR ALL"XOX"SASH SASH SASH SASH VISIBLE _�0 37-39 _ a 21 R 22 R 23 LIGHT t( EE SHEETS 6-8) HEIGHT �, 0 TYPICAL FOR28 J 41 --- ALL SASH 18 I FIXED Be VISIBLE LITE o == Z_ VISIBLE 45 47 LIGHT WIDTH fff��--- o " 43 (- LIGHT WIDTH FLANGE FRAME 0 0 0 WEEP OPT. 2g 15 SHOWN 87 85 -1- II NOTCHES 80 L---- 314"X1/4" O042 _n 1-114"X1/4 34 25 R 28 VISIBLE /1 EXTERIOR LIGHT WIDTH ' 72J 4 2 (SEE SHEETS 8-8)TYP CAL F R 14 `� 4 33 ALL"XOX"FIXED MEETING RAIL 1/4"MAX - BUCK WIDTH - o HORIZONTAL SECTION E-E(XOX) EQUAL- SHIMLRAMEaRODIKT REVISED EG mplymg with 0m Florid. EQUAL LEG INSTALLATION AS PER SECTION A-A ABOVE SHI Building Codc FRAME SHOWN Acceplanaf N<" I6•Q7.,L4./7� •' -�' R°W-d By: Gob: R�rbbn; Bxgnntiim De1e -2 INSTALLATION EMBEDMENT BY OPTION 2 ANCHORED THROUGH ReW,M By: oot°: FRAME DIRECTLY INTO - CONCRETE/CMU. EDGE - // ® O..crk*yn: D—By, TYP.ANCHOR TYPE. — DISTANCE VISIBLE LIGHT FORMULAS - u' 6 1`1 (6 - FLANGE& EQUAL-LEG/BOX FRAMES J ROSOWSKI EMBEDMENT AND EDGE VERTICAL (EQUAL-LITE,XO&OX) - - DISTANCE PER SUBSTRATE, 1070 TECHNOLOGY DRIVE RW: Oat.: SEE TABLE 2,SHEET 2. SECTION B-B WIDTH:BUCK WIDTH/2.4-1/4" N. VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 HEIGHT:BUCK HEIGHT-7.1/4' P.O. BOX 1529 NOKOMIS; FL 34274 S°rb ~odd; Rev: ,Al {WIIIU.k'P.I? CERT. OF AUTH. /29296 HR-5510 NTSmac; 3:OF 1 p 8 MD-HR�y�°q�. 5510-01 A P.E.*56705 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRES INSTALLATION OPTION 6 AM INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 OR 22 R 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET2 (SE SH ETS 8$) NOTE 2,SHEET 2. ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X EMBEDMENT 1 FINIFLANGE REMOVED) "XO"OR'OX"SASH Tknw(SCREW WOOD FRAME OR BUCK- LSTRIP.SEE NOTE 2, EDGE 1I4"MAX.SHIM 19 16 30 28 EDGESHEDG EET2. DISTANCE 20 40 OPERABLE NCE SASHJ-CHANNEL #10 OR#12 STEEL 37-39 -SMS(0 W 2.FRAME SHOWN TABLE 2,SHEET 2. 28 ANCHOR TYPE, O 1 41 .i � EDMENTAND hEIQ 114"MAX SHIM FIXEDoE DISTANCE PER � LITE TRATE,SEE TYP.ANCHOR TYPE, FIN AND/OR � '� LIGHT WIDTHEMBEDMENT AND EDGE FLANGE MAY BE E 2.SHEET 2. DISTANCE PER SUBSTRATE, REMOVED IN-FIELD SHOWN) I I FIN 72 _ SEE TABLE 3,SHEET 2. 85 87 FRAME O SHOWN 13 p DADE APPROVED MULLION, D VISIBLE 42 EXTERIOR 29 FBC COMPLIANT LIGHT WIDTH 72 ALUMINUMISTEEL FRAMING 24 R 26 R 26 14 3 OR STEEL STUD.MAY BE VISIBLE FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 6-8)TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO"OR"OX"FIXED MEETING RAIL BUCK WIDTH INSTALLATION HEIGHT TABLES 2&3,SHEET 2. HORIZONTAL SECTION C-C(OX) 22 23 OPTION 8 S (SEE SHEETS 6.8) ANCHORED THROUGH TYPICAL FOR FIN INTO METAL 30 18 19 16 ALL"XOX" (FLANGE MAY BE REMOVED) 28 OPERABLE 20 OPERABLE SASH BUCK EXTERIOR T SAH 40 SASH #10 OR#12 STEEL HEIGHT a T _ 37-39 -- -- [HEIGHT SIBLE -`ri o ��-� I-�r ❑ SMS(G5).SEE 21 ORI ZZ X)R 23 IGHT OPERABLE a I I 1 O TABLE 2,SHEET 2. iL (SEE SH ETS 6.8) SASH L J; I`J 28 41 TYPICAL FOR (� o FIXED I ALL SASH 16 u I I LITE I VISIBLE _ I VISIBLE I �_ _ o o __ — —����III � 46 47 LIGHT WIDTH LIGHT WIDTH OPT. 81 f-----,---- �� FRAME 80 FIN 67 II o o_ II o G_ 85 +i�, �_;� WEEP 29 CJ__ I -D NOTCHES 29 SHOWN VISIBLE I _ EXTERIOR 0O 3/4"X 1/4" 25 R 28 LIGHT WIDTH fff� 72 14 1 J-CHANNEL 1-1/4"X 1/4" 3 (SEE SHEETS 6-8)TYPICAL FOR �J FRAME 15 ALL"XOX"FIXED MEETING RAIL SHOWN 33 ❑ � BUCK WIDTH J 3 1I4"MAX HORIZONTAL SECTION F-F(XOX) PRODUCT REVISED o O SHIM (1)AT MID-SPAN OF INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE m cemplyin8 witht4n klepijln FIN FRAME 43 (1)3-1/2"FROM EACH SASH pd �1 SHOWN �— O CORNER AND(1)AT CENTER OF R.W.sd By: DoN: R.M.ion: LIM rativa Date SASH STILESIRAILS TVP.ANCHOR TYPE, By, EMBEDMENTAND EDGE DISTANCE R.H..d Br Dot.: R.ddon: Miaa+' 4+decrC EDGE DISTANCE PER / SUBSTRATE,SEE SEE TABLE 3,SHEET 2. - 'n W. �1 EMBEDMENT ® Descrfptim: VERTICAL VISIBLE LIGHT FORMULAS C(- J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 (EQUAL-LITE,XO&OX) C IK �b Data: 1070 TECHNOLOGY DRIVE ime: ANCHORED THROUGH INTEGRAL FIN SECTION D-D WIDTH:BUCK WIDTH 12-4-114' N. VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 INTO 2X WOOD FRAME OR BUCK- HEIGHT:BUCK HEIGHT-7.114" P.O. BOX 1529 STRIP.SEE NOTE 2,SHEET 2. j NOKOMIS, FL 34274 S.A../Mad l: Se.N: Sh..t: DmkV No. Rer. A.l'VNN MI�LEx,P.e. CERT. OF AUTH. 29298 HR-5510 NTS 4 OF 18 MD-HR 5510-01 A P.E.#58705 SILICONE STRUCTURAL 7l8"NOM. �{ 718*NOM. --�{ 718"NOM. -�-{ 7/8'NOM. POLYISOBUTYLEN 1/4"NOM. I _ - WITH DESICCANT 7g KODISPACE 5/16"A!A PVB 5/16"AIA PVB 5116"AIA PVB— 5/16"A/A PVB EXT.GLASS 4SG TPS 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 318"AIR SPACE 1/8"A_GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR EXTERIOR INT.GLASS 78-79 7&79 78-79 7&79 ALUMINUM REINFORCEMENT GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 5/18"NOM. BUM 8 DESICCANT -a� 7re"NOM -+{ 7I8"NOM. 7I8"NOM. --►{ 7!8"NOM. FOAM I I I I EXT.GLASS 77 DURASEAL® 8 SPACER 5/16"H/H SG 5/16"H/I-1 SG 5/16"H/H SG 7/16"AIA SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/18"AIR SPACE INT.GLASS 1/8"T GLASS 3/16"A_GLASS 3116"T GLASS 1/8"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR 1�3 EXTERIOR MS 78.78 7e-79 79-79 STRUCTURAL HOT-MELT BU SILICONE -3116"NOM. WITH GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 DESICCANT SUPER EXT.GLASS 79 SPACER@ NXT'M 12'NOM.GLASS 718"NOM. 7/8"NOM. -- --- 78.79 BITE TYP. 72 074 7/16"A/A SG 7/16"A/A SG ' GLASS TYPES 5.7,11 815 INT GLASS EXTERIOR 1/4"AIR SPACE 1/4"AIR SPACE MAY NOT BE USED 11 N1 283/16'T � HVHZ ABOVE W. POLYISO- DESICCANT FILL AREA 3/16"A GLASS 3/16"T GLASS BUTYLENE 5/16"NOM. 29 ' 75 G]EXTERIORa EXTERIOR GLASS TYPES 10.12&14.16 SEAL MAY NOT BE USED WITH SILICONE SEAL J-CHANNEL OR INTEGRAL ROLL-FORMED A 79.79 78-79 FIN FRAMES STAINLESS STEE PRODUCT REVISED XL EDGE"" 33 as complying with era Florida FXT.GLASS 79 SPACER ❑ GLASS TYPE 15 GLASS TYPE 16 OuildingC.& 0 o *A­mpt-�N. (o-o 14-RMeadB.a.:JR 05/05/16 A)ADDED SPACERS,INr.cLAss TYP.GLAZING DETAIL MoveD cLSTR.DErAILs. oct RwTwd BY: Dot: RoWNon: "A"=ANNEALEDOr_ Part/ DaaaApfen MaYA■1 =HEAT STRENGTHENED GLAZING DETAILS J ROSOWSKI T=TEMPERED 6 I (G 75 lKommeding 4SG TPS Spacer System "PVB"_.090'BUTACITE®PVB BY KURARAY AMERICA INC. 1070 TECHNOLOGY DRIVE Tft: ' 77 louanex Super Spscar nXTwith Hot MetlBulyl Seethis "SG"= 080"SENTRYGLASQDINTERLAYERBYKUPAPAY N.VENICE, FL 34275 HORIZONTAL ROLLER WINDOW-LM 05/15/15 Sheet br gMERICA, ig Ouenez Dufaseel Spacer INC. P.O. B MMedels NOKOMIS,OX 1529 FL 34274 SarNa/ModakSrob; SMeI: Dra�hp No. Re ,79 Cardinst>a Edge Spacer FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1, A.LYNKMILLEA P.E. CERT.OF RUTH. /29296 HR-5510 NTS 5 OF 18 MD-HR5510-01 1 A REFERENCE TEST REPORTS:FTL-8717,8968&8970 SHEET 2. P.E A 58705 TABLE 5: Index to All Design Pressure and Anchor Quantity Tables M.X. Max. Glass Rainl. Daaign P—.. Anchor Quantity TABLE 8: TABLE 7: Coong. Width HeIghl Typs Level Glass types Design Pressure(Ibse) Glass types Design Pressure(Ibs/ft2) r Shea T 5-e forXOorOXWiindows 5-8 for XO or OX Windows 54" 1 a8 17 1. 2 7 B 18 8 Relnt.Level R1 All Buck Heights up to 54" pointLevel R2 All Buck Heights up to 54" 75* 83" 5 3 5 7 19 10 72" 4 10 B 20 10 AN up to 75' +50/-50 AN up to Widths +65/-70 NO 54" 1 B 6 17 9 14 to 7S up to 75' or tK 2 7 8 1a 9 SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE OX 7S 83" 6-8 3 a 7 19 10 89' 4 11 8 21 it 72" 4 10 B 20 10 10-12 4 1 12 1 8 22 11 75' 78" 14-16 4 1 12 8 22 11 O 5-8 3 9 7 29 12 HEADER HEADER 120' 87' 5&S 4 t] a 24 19 xDX 7&8 4 14 a 25 14 140" s3" 10-12 4 15 a 28 1 14.18 4 18 a 27 1s u 4"MAX.O.C. SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 21 FOR WINDOWS WITH O 21 LEVEL R1 REINFORCEMENT O LEVEL R2 REINFORCEMENT (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT 71NCHOR FRAME TYPES a 21 CONTE TYP ONS) 27 STER DETAIL CONFIGURATIONS) O 4'MAX.D.C. O EXTERIOR —E SILL - __'f SILL 4-ANCHOR SASH WIDTH SASH WIDTH CLUSTER DETAIL e o MEETING RAIL a MEETING RAIL Y4 25 4"MAX.O.C. --y r-- 21 21 e _ 21 21 JAMB EXTERIDR JAMB EXTERIOR PRODU71-_AlCHOR at-asorlyin8withtheFlorida STER DETAIL NOTES: �jdnt,Cad,1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR Revised By: Vats R.dalan: rainuINTEGRAL FIN, JR 05/05/16 A)MOVED CLUSTER 2)FRAME DIMENSIONS ARE BUCK WIDTH AND DETAILSlsmi Alk prtRlect Contrw'• 8"MAX.O.C. J BUCK HEIGHT(SHEETS 3-4).SASH SIZE IS AS Revl..d By: Dot.: R.NNon: 4'MIN.O.C. I I PER THE FIGURE. 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT ® DeacrlpDon- Orvwn By DIMENSION SHOWN ON THE TABLE. DESIGN PRESSURE TABLES J ROSOWSKI 4)"1/4-iQ-1/4"AND-1/3-1/3-1/3'INDICATE THAT 7ZANCHOR THOSE STANDARD SASH CONFIGURATIONS - 1070 TECHNOLOGY DRIVE True: Vote FALL WITHIN THE SASH WIDTH RANGE IN THE N. VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 STER DETAIL ADJACENT COLUMN."CUSTOM"INDICATES P.O. BOX 1529THAT NO STANDARD SASH CONFIGURATIONS NOKOMIS; FL 34274 S.rb.�edN; Seals SM.t: 01arMp No. Rev:FALL WITHIN THE RANGE. q.LYNN MILLER,P.E. CERT. OF AUTH. #28296 HR-5510 NTS 6 OF 18 -M -1. 510-01 A P.E.p 58705 TABLE 8: Me-Types Design Pressure(lbsne) 5-8 for XO or OX Windows Reird Level R3 AN Buek Heights up to 83' AN Buck Widths HEADER up to 15" +50/-50 SEE TABLE 19 FOR ANCHORAGE TABLE 9: Glass Types Design Pressure(lbs/ft)for XOX 22 5-8 Soh Sash 0Width Windows Rein[Leel Cordiiguralion Rarge 0n) Window Buck Hal t SASH R3 Q. 1 54" 1 63" HEIGHT 35-114" 11.391-11.391 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 38" K-K-K 12.308-12.308 +50.0 550 +50.0 50.0 +50.0 50.0 O 22 11.391-13.397 +50.0 -50.0 +50.0 50.0 +50.0 -50.0 45-118 K-X-K IT3.398-14.883 +51D.0 -50.0 .50.0 -50.0 +50,0 50.0 47314• K-K-}S 11.391-12297 +50.0 -50.0 +50.0 50.0 +50.0 50.0 K-K-K 12298-15.558 +50.0 500 +50.0 -50.0 +50.0 -50.0 Custom 11.391-12.016 +50.0 50.0 +50.0 -50.0 +500 -50.0 Lx 101 SILL 52-1/8' K-K-K 12.017•13.397 +%0 50.0 +50.0 50.0 +50.0 -50.0 K-K•K 13.398-17016 +50.0 -50.0 1+50.0 •50.0 +50.0 -50.0 o Custom 11.391-13.397 +50.0 -500 +50.0 -50.0 +50.0 50.0 SASH WIDTH %-K-Y+ 13.398.15+30D +50.0 -500 +50.0 50.0 +50.0 -50.0 K-K-K 15.361-19.641 +50.0 50.0 +50.0 -50.0 +50.0 50.0 Custom 11.391-13.397 +50,0 -50.0 +50,0 -50.0 +Wl) 50.0 MEETING RAIL 75" K-K-% 13.398-19.110 +50.0 50.0 +50.0 -50.0 +50.0 50.0 K-K-K 19.111-24.841 +50.0 •50.0 +50.0 -50.0 +50.0 -50.0 25 Custom 18.360-19.397 +50-0 -500 +50.0 -500 H9.11 -49.1' 22122 a 96" yj-J4-JS 19.398-24.380 +50.0 -50.0 +50.0 -50.0 +50,0 -50.0 JAMB a ER Custm 24.361-30-380 +50.0 50.0 +50.0 -50.0 +50.0 -50.0 ° 30. 20" t - 380 + 0 50- 50.0 +50.0 50.0 +49.1' 1 -49.1" /.-/:-K o '+50150 FOR GLASS TYPES" SEE TABLE 23 FOR ANCHORAGE MIN.SASH SIZE=WINDOW WIDTH-59.28 2 SECTION DETAIL FOR WINDOWS WITH _ LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL PRODUCT REVISED FRAME TYPES& as comPlAell widr the Ftoride CONFIGURATIONS) Building Code Revised Dote: Accept-No -D All By: Reeplon: 'At."Date By Revived W. Dote: RevlNon: Miura DAde PmdMA Caeeyr� i ® Dvecrlption; DrvMn •� 16 DESIGN PRESSURE TABLES J ROSOWS KITES: �6 jKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 1070 TECHNOLOGY DRIVE TM: out... 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. N. VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. - P.O. BOX 1529 4)"1/4-1/2-1/4"AND"1/3-113-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH _ NOKOMIS, FL 34274 Serlu/ModeF. Seep; DrerMp No. Rw: RANGE IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYNN:MILLER,P.E. CERT. OF AM. (29298 HR-5510 NTS 7 OF 18 M D-HR5510-01 A THE RANGE. P.E.#68706 TABLE 11: TABLE 12: TABLE 13: 0109 Types Design Pressure(Ibslftl)for Glass Type+ Design Pressure pbslft=)for Gins Tyles Sash 5.9 XO or OX Windows 10-12 a 14-16 XO or OX Windows 5&6 Sash Width Design Pressure(Ibslft2)for XOX Windows TABLE 10: Rslm.Lswl C 19unt6on Rape(M) Window Buck Height ------ Reln(Level Wmdmv Buck Height Reinf.Level Window Buck Her I Ones Types Design Pressure(Ibs/fl�) 114 48' 54" ON RI 54" 63" 78' 38" 48' 51" 1 63.. s-e for XO or OX Windows 25-112" +65.0 1 -70.0 +65.0 .70.0 +65.0 -70.0 25-112" +65.0 •110.0 +85.0 -110.0 +85.0 -110.0 Custom 11.381-13.397 +65.0 -70.0 +65.0 -700 +65.0 570-0-F+-65-0T-66. 3 ReIrK Level Ra A9 Buck He hw to 7Y t 80" y-'/u-� 13.398-15.380 +85.0 -70.0 +65.0 -70.0 +85.0 -70.0 +85.0 -70.0 b w g 28" +650 -70.0 +85.0 -70.0 +65.0 -7110 6 28" +85.0 -110.0 +65.0 -110.0 +65.0 -110.0 g %-%-% 15361-19.641 +65.0 -70.0 +65.0 0-0.0 +66.0 -70.0 +65.0 -70.0 All Buck Widths Y 36" +85.0 -70.0 +65.0 -70.0 +05.0 .70.0 36" +65.0 .110.0 +65.0 A10.0 +65.0 •110.0 up to 75' +50/-50 42" *850 -70.0 +65.0 -70.0 +85.0 -70.0 4Y +85.0 -110.0 +65.0 •110.0 +85.0 .110.0 Custom 11.19(-13.397 +85.0 -70.0 *65.0 438.8 *83.3 -03.3 +53.2 -53.2 48" +85.0 -70.0 +65.0 -70.0 +65.0 -70.0 $ 48" +65.0 -110.0 +65.0 110.0 +65.0 .110.0 76' %_%_X 19.389-18.110 +65.0 "70.0 +85.0 -70.0 +0.5.0 66.5 +56.2 -511.2 SEE TABLE 20 FOR ANCHORAGE F YL-X-X 19.111-24.641 +85.0 -70.0 +85.0 -70.0 +85.0 -70.0 +85.0 66.0 # BO" +85.0 -700 .65.0 -70.0 +85.0 -700 60" +65.0 -110.0 +�.0 -110.0 +85.0 -93.9 Cuswm 18.380-19.387 +85.0 -70.0 +68.9 58.9 +55.6 55.5 *48.1 -49.1 75' +850 .70.0 +65.0 -70.0 +4.3' -64.3• 75" +65.0 -110.0 +05.0 -103.5 +65.0 .80.0 `+65/-70 FOR GLASS TYPES 68 SEE TABLE 22 FOR ANCHORAGE 95" Ys-%-Y+ 19'388-24.380 +85.0 -70.0 +62.1 -1121 +59.0 59.0 +50.3 -50.3 SEE TABLE 21 FOR ANCHORAGE Custom 24.361-30.360 +65.0 -70.0 +85.0 -70.0 +65.0 67.3 +57.0 57.0 TABLE 15: p 12(' X_X_y •• -30.380 +85.0 -70.0 1-59.91 59.9 1+56.51 d6.5 1+48.1 .49.1 Glass Types Sash Design Pressure(Ibslfl2)for XOX HEAD�4 •'MIN.SASH SIZE=WINDOW WIDTH-59.28 SEE TABLE 24 FOR ANCHORAGE 10-12 Sash Width Windows TABLE 14: ReInf.Level Configunlllon Glass Types Range(In) Window Buck Hai ht R4 48" 54" 63' 7&8 sash sash Design Pressure(IbafR2)for XOX Windows Width Custom 11.391-13.397 +650 -110.0 +05.0 -110.0 +55.0 -110.0 Q R.I.0 Level ConigunDon Range(in) Window Buck Height 5P X-X-X 13.398-15.360 +65.0 "110.0 +65.0 -110.0 +65.0 -110.0 R4 30• 1 48' S4' 1 63" Ys-X-X 15.361-19.841 +85.0 -110.0 +65.0 -110.0 +85.0 "110.0 O 23 Custom 11.391-13.397 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 Custom 11.391-13.397 +65.0 -110.0 +65.0 -110.0 +85.0 -110.0 1" 74-%-7( 13.1108-15.380 +e5.0 -70.0 +60.0 -70.0 +85.0 70.0 +65.0 -70.0 75' X_X-y+ 13.399-19.110 +65.0 -110.0 +96.0 -110.0 +65,0 -110.0 SASH r, X-X-Y 15.391-18.941 +6!i.0 -70.0 +611.0 -70.0 +�,0 70.0 +85.0 •70.0 " HEIGHT 34 Custom 11.391_13.397 +85.0 "70.0 +65.0 •70.0 +0&0 -70.0 +65.0 "70.0 X-X-X 19.111"24.641 +65.0 410.0 +65.0 -110.0 +65.0 -110.0 m Custom 17.641•19.397 +65.0 -110.0 +85.0 -110.0 +85.0' -104.6• O m 75' %_%-y 1.191-19.110 +65.0 -70.0 +06.0 "70.0 +65.0 "70.0 +65.0 "70.0 23 J0--X-X 199.111-24.941 +05.0 -70.0 *650 -70.0 +65.0 70.0 *65.0 -70.0 98" X-X-X 19.3911-24.360 +115.0 -110.0 +65.0 -110.0 05.0' -109.5' Custom 18.360-19.397 +65.0 -70.0 +65.0 •70.0 +65.0 -70.0 +65.06 -67.2- �i Custom 24.361-31.641 +85.0 -110.0 +65.0 -110.0 +65.0 -110.0 � 9G y_X_X 19396-24.380 +�.0 -70.0 +65.0 -70.0 +0.5.0 -70-0 +66.0' 120' X-%_X 29.41•32.515 +65.0 -110.0 +65.0 -110.0 +65.0' -104.8' X-y.-% J2.516-39.841 +85.0 -110.0 +115.0 -110.0 +65.0 -110.0 Custom 24.381-30.380 +65.0 -70.0 +85.0 -70.0 +85.0 -70.0 +65.0 -70.0 IMEMM 120' y-X_y -30.350 +65.0 -70.0 *65.0 -70.0 +�.0 -10.0 +65.0' 67.2' 140' Custom '• -39.41 +65.0 -110.0 +65.0 -110.0 +85.0' -101.8• _ SILL SEE TABLE 25 FOR ANCHORAGE +651-70 FOR GLASS TYPE 8 •+65/-110 FOR GLASS TYPES 11 312 SEE TABLE 26 FOR ANCHORAGE MIN.SASH SIZE=WINDOW WIDTH-59.28 WINDOW WIDTH-60.72 " 2 MIN.SASH SIZE= 2 TABLE 16: Gino Types Design Pressure(Ibs/fe)for XOX SASH WIDTH 14-16 sa.h sash SECTION DETAIL WidthWindows Riinf.LindRange Conigo"dion On) Window Buck Heigh e e MEETING RAIL FOR WINDOWS WITH R4 48• 54' 63' 0 LEVEL R4 REINFORCEMENT Custom 11.391-13.397 +85.0 -110.0 +85.0 -110.0 +65.0 -110.0 -28 (REINFORCEMENTS SHOWN 110• X_7S_X 13.381•15.380 +65.0 -110.0 +85.0 "110.0 +65.0 -110.0 IN FIGURES APPLY TO ALL 23 23 o FRAME TYPES 3 %-%-% 15.361•19.641 +65.0 -110.0 +65.0 "110.0 +65.0 -110.0 CONFIGURATIONS) 'GLASS TYPES 10.12 3 14-16 JAMB tOtTBt10R MAY NOT BE USED NTH Custom 11391-13.197 +85.0 -110.0 +85.0 -110.0 +65.0 -109.3 rn-� 0 75• 13.388-19.110 +85.0 "110.0 +85.0 -110.0 +65.0 -1020 V J-CHANNEL OR INTEGRAL PRODUCT REVISES? X-X-X FIN FRAMES as cem�piyimgwith tlx TKnrltt>Fr %-X X 19.111-24.641 +115.0 -110.0 +65.0 "110.0 +65.0 "102.9 Buflam8 Code c0 Custom 17.841-19.397 +65.0 -110.0 +05.0 -110.0 +65.0 "97.4 Acccpinmre No/�-0 116' 19398•2/.380 +116.0 -110.0 +116.0 -110.0 +65.0 412.0 Revised W. pow; Rslbiem; xatimn One ��t X -X ,y,' 3 Custom 24.361-31.541 +65.0 -110.0 +65.0 -110.0 +65.0 611.4 114' Osde Prodeci 1 X_74_% 211 -32.515 +86.0 "110.0 +65.0 -109.6 +65.0 64.3 Rsrisd By: Gob; neNs/on: 120' 32.518.39.841 +86.0 "110.0 +55.0 -105.0 +05.0 •60.8 140" Custom •• -39.47 1+85.0 -110.0 +86.0 -105.0 +65.0 -W0 SEE TABLE 27 FOR ANCHORAGE Ct" " 1 ® DES GN PRESSURE TABLES J ROSOWSKI NOTES: 6(r�J_16 I6 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. 1070 TECHNO FL 3 275 7r6s: 05 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34).SASH SIZE IS AS PER THE FIGURE. N. VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 Me 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. P.O. BOX 1329 '" NOKOMIS, FL 34274 �; --- ShsN: Orasirp No. Rsr 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.LYNWMILLER,P.E. IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PEM 58705 CERT. OF AUni. /29296 HR-5510 NTS 8 OF 18 M D-HR5510-01 A TABLE 17: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor 5-8 Sash Spacing for"Integral- Group E Group F Width Height 38"Height 48"Height 54"Height 30"Height 38"Height 48"Haight 54"Height Rein[.Level (n) Head E Head E Head E Head Head B Hsad E Heod E Hesd E Fin"Installation 3.8" 4" R1 8 Sill &Sul &Sill ' &sill d SII &SiA &Sill 8 Sol '�° Anchor Group A Anchor Group C GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED 251/2" 12.147 1+C2+1 21 1+C2+1 3 1+C2+1 131 1+C2+1 3 1+C2+1 2 1+C2+1 131 1+C2+1 3 1+402+1 3a`c-0yiM whh Um Fkxi,M FOR OX WINDOWS(XO SIMILAR): B,ulamsa>a" 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 131 1+C2+1 3 1+C2+1 2 1+C2+1 131 1+C2+1 3 1+C2+1 3 ANCHOR QUANTITY A—pteuce No Ifo D J4,J7 PER JAMB Piroti�n Dxr 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 131 1+C2+1 3 1+C2+1 2 1+402+1 131 1+C2+1 3 1+C2+1 3 42" 20.397 1+402+i 2 1+402+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+402+1 3 1+C2+1 3 2+C3+2 3 mm., deP-630 Coa m HEAD AND SILL ANCHOR QUANTITY: 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 (2)ANCHORS AT THE FIXED SECTION +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 80" 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 +(2)ANCHORS AT THE SASH TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. ry 75" 38.897 2+C2+2 2 2+402+2 3 2+402+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+402+2 3 2-1.2 3 Anchor Group B Anchor Group D SEE ELEVATION,SHEET 1 2512" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+402+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET t Y Q 28" 13.387 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+402+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE CLUSTER DETAILS.SHEET 6 n ^aa Y 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+102+1 3 1+C2+1 3 1+C2+1---3, µi - > •– 42' 20.387 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+402+1 3 1+402+1 3 SEE ELEVATKxa, O ...... — 48" 23.397 1+402+1 2 1+402+1 3 1+402+1 3 1+402+1 3 1+402+1 2 1+402+1 3 1+C2+1 3 1+402+1 3 SEE O X SHEETI >n a17 to 80" 29.397 2+402+2 2 2+402+2 3 2+402+2 3 2+402+2 3 2+402+2 2 2+402+2 3 2+402+2 3 2+402+2 3 ELEVATION, / — / N 75" 38.897 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 SHEET t MEETING RAIL JO o :o SEE TABLE 6 FOR DESIGN PRESSURE REPEAT ANCHOR PATTERN AT SILL zZ LI U)IL t_Cc, O 0 0 TABLE 18: 6 LIj V X sf d (� FOR XOX WINDOWS: 1 Z o j 2 Glass Types Anchor Quantities for XO or OX Windows ANCHOR QUANTITY �" O Y m –� 5-8 p Q � GO Sash �• PER JAMB O Z d Z Width 30 Height 36"Height 48"Height' 54"Height 30"Height 38"Height 48"Height 54"Height � W LL Reint Level ((n) Head E Head E Head E Head E Head E Head E Head E Head E 1+403+2+403+1 4 HEAD AND SILL ANCHOR QUANTITY:- J O &Bill - &Sill &Sill &Sill &SAI &Sill 8 Sill &Sill 10 (1)ANCHOR AT THE SASH _ R2 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL O AnchorGroupA Anchor Group +(2)ANCHORS ATTHE FIXED SECTION $ Z 0 iaa4s 2512" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+402+1 3 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL ® j ,J a) +(1)ANCHOR AT THE SASH D 28" 13.397 1+C2+1 2 1+102+1 3 1+C2+1 3 1+C2+1 3 TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. F- j Z alo 5 38" 17.397 1+402+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 LLIr m 42" 20.387 Not Allowed 1+402+1 2 1+402+1 3 1+402+1 3 1+402+1 3 SEE ELEVATION,SHEET t Q = NO to SEE ELEVATION,SHEET 1 V to 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 �{ SEE ELEVATION,SHEET 1 Q zQ 0 & s �" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 = .._._-.-.___, ant �sa�saua5 75" 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SEE ELEVATION, Anchor Group B Anchor Group D L / X_ / O X ET 1 2512" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+402+1 3 1+402+1 3 1+402+1 3 SEE ELEVATION, 28" 13.397 1+C2+1 21 1+C2+1 13 1+C2+1 31 1+C2+1 3 i+C2+1 12 1+C2+1 3 1+C2+1 3 1+C2+1 3 SHEIIET--1 / MEETING RAIL SEE CLUSTER } DETAILS, Y 38" 17.397 1+402+1 21 1+402+1 13 1+402+1 31 1+402+1 3 1+402+1 2 1+402+1 3 1+402+1 131 1+402+1 3 I REPEAT ANCHOR PATTERN AT SILL SHEETS m 42" 20.397 1+402+1 2 1+402+1 3 1+402+1 3 1+402+1 3 1+402+1 2 1+402+1 3 1+402+1 3 1+C2+1 3 NOTES: 48" 23.397 1+402+1 2 1+402+1 3 1+402+1 3 1+402+1 3 1+402+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 116 48" 1)FRAME DIMENSIONS ARE BUCK WIDTH 80" 29.397 2+402+2 2 2+402+2 3 2+402+2 3 2+402+2 3 2+402+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Max.Anchor hor O.C. Anchor AND BUCK HEIGHT(SEE SHEETS 34). Group F SASH SIZE IS AS PER THE FIGURES ON 75" 38.897 2+C2+2 2 2+C2+2 3 2+402+2 3 2+402+2 3 2+402+2 2 2+402+2 3 2+402+2 3 2+402+2 3 Spacing for"Integral- D SHEETS 6A. SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation 2)FOR SIZES NOT SHOWN,ROUND UP TO ; 4' THE NEXT AVAILABLE WIDTH OR HEIGHT A.'CYNft MILLER',P.E. ----- ----- ___ DIMENSION SHOWN ON THE TABLE. P.E A',8705 TABLE 19: - -- Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Spacing for"Integral- s 8 Sash 30"Height 3B"Hel ht 48"He ht 54"Height 63"Height 30"Height 36"Height 48"Height 54"Hei hl 63"Hei ht Width 9 9 9 9 9 9 9 9 Fin"Installation Head Head E Head E Head E Head E Head E Head Head Head Heed Anchor Anchor Reint Leel M) E &Slit &SIII ' 8 SIII ' &Sill v &Sill ' &Sill &Silt &Sill &SIII ' &Sill Group E Group F - PRODUCTRBVnSED R3 Anchor Group A AnchorGroupC 3.5" 4" °,-moyngwiththePbd& 25-1/2" 12.147 1+C2+1 232+C2+23 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+� 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 4u td"SCoae acceptanc�1,61, !728" 13.397 1+C2+1 21+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 4E /jD m 38' 17.397 i+C2+1 2 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 I+C2+1 4 (vita DaJc PrMrxE Gmfrc A 42" 20.397 1+C2+1 2 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 48" 23.397 1+C2+1 2 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 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' 38.897 2+C2+2 2 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 h Anchor Group B Anchor Group D LO 25-1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Y Q 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 ."aa 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+1F32+C2+2 C2+1 4 1+C2+1 4 1+C2+1 4 j o O O 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+1C2+1 4 1+C2+1 4 1+C2+1 4 O m awa 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+1C2+1 4 1+C2+1 4 1+C2+1 4 N cm 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 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+C2+2 4 2+C2+2 2 2+C2+2C2+2 4 2+C2+2 4 2+C2+2 4 Z U. U) MO'a O SEE TABLE 8 FOR DESIGN PRESSURE U U X O (� W CO m O J DMI TABLE 20: Max.Anchor O.C. o O O < cr Glass Types Anchor Quantities for XO or OX Windows z a z LL 5-6 Spacing for"Integral- 0 Sea 30"HelyM 36'Height 48"Height 54"Height 83"Height 72 Height 30"Height 36"Height 48"Height 54"Height 63"HeIpM 72"Height Fin"Installation W O Width Head E Head E Head E Head E Head E Head E Head E Head Head Head Head Head r- Refnf.Lepel N N m mItl ItlE E Anchor Anchor H 0 &Sill &Sill , &Sill &SIII -m &Sill ' 8 Sill Im &SIII &SIII &Sill &Sill &Sill , a Sill Group E Group F ® zQ R4 Anchor Group A Anchor Group C 3.2" q• g Q F- 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 5 z z G Q 0 0 ro 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 1+C2+1 5 1+C2+1 5 a 0 O x 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 U - Lo U) m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 z 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 Q 476 2 c ami �sao�a�.=� 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 NOTES: 1)FRAME DIMENSIONS 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 ARE BUCK WIDTH AND Anchor GroupB Anchor Group D BUCK HEIGHT(SEE SHEETS 3.4),SASH SIZE IS 25-112" 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 AS PER THE FIGURES ON 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+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 SHEETS 6-8. x 38" 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 2)FOR SIZES NOT �_ o SHOWN,ROUND UP TO m' 42" 20.397 1+C2+1 2 1+C2+1 3V1+C2+11+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 +C2+1 3 1+C2+1 4 1+C2+1 4 1*C3+1 5 1+C3+1 5 THE NEXT AVAILABLE � '�lrLs48" 23.397 1+C2+1 2 1+C2+1 31+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 +C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 WIDTH IO HEIGHT DIMENSION SHOWN ON 60" 29397 2+C2+2 2 2+C2+2 32+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 212+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 THE TABLE. 2+C2+2 2 2+C2+2 32+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 +C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 3)SEE SHEE79FORA SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER,P.E. TABLES. P.E.9 68705 TABLE 21: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 5-8 Sash Spacing for"Integral- Group F 3d Height 38 Height 48"Hdght 54"Height 63"Height 30"Height 36"Height 48"Height 54"Height 83"Height Width a a Fin"Installation q" Reinf.Level (in) Head E Head E Head E Head E Head E Head E Head E Head Head E Head E R4 d Sill '° 8 Sill _ &Sill ' &Sill ' &Sill ' &Sill ? &Sitl &Sill ' 8 Sill ; 8 Sill Anchor Group A Anchor Group C PRODUCTREVISEU as complying wish Ne Flmid� 25-1/2" 12.147 1+C2+1 21 1+C2+1 131 1+C2+1 41 1+C2+1 4 Bnddm 1+C2+1 4 sa,& L 28" 13.397 mcA—pte No I G' 1+C2+1 21 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 tsp ra 4 n Ihle., rzQ Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Hr m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4A2+ 1+C2+1 448" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 80" 29.3972+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 475" 36.897 2+C2+22 2+C2+2 3 2+C2+2 4 2+C3+2 1 4 Anchor Group B Anchor Group D 5-1/2" 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 Lr �15 28" 13.387 1+C2+1 21 1+C2+1 3 1+C2+1 4 1+C2+1 141 1+102+1 14 1+C2+1 21 1+C2+1 31 1+C2+1 4 1+C2+1 41 1+C2+1 14 � 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 > � 0 Q Y O co 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 p m ql� Q 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 } 0 LO CN 04 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4E2+ 2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+CZ+2 4 2+C2+2 4 2+C2+2 4 OJ J 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 42+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Z-J �a � TABLE 22: SEE TABLE 11 FOR DESIGN PRESSURE Lu O o X— 6 to I-- Z O v LU Glass Types GLASS TYPES p W m 0 J J -% Anchor Quantities for XO or OX Windows 0-12 8 1416 MAY > o Y v CO O 10 12&14-18 Sesh NOT BE USED o Z a Z ° � - 30"Helghl 36"Height 48"Height 54"Height 63"Height 76"Height 30"Height 36"Height 48"Height 54'Height 63"Height 76"Height WITH J-CHANNEL LIJ Width a OR INTEGRAL FIN } J O Reint Level (in) Head E Heed Head Head E Heed E Head E Head E Head E Head E Head E Head E Head E H J &Sill &Sill &Sill ' 8 Sill &Sill ' &Sill &Sill 8 SIII m &SIII m &Sill E m E FRAMES R4 &Sill 8 Sill ' H Anchor Group A Anchor Group C ® Z d ELL J 25-1/2' 12.147 Q 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 D < Z L 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 a �. Z ���. u 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 0 0 CD ° = N m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 51+C4+1 5 (3 L0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 41+C4+1 5 1+C4+1 5 Z O IY Q = 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 NOTES: -0111`0 11 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+Cq+2 q 2+C4+2 5 2+C4+2 $ 1)FRAME DIMENSIONS ARE BUCK WIDTH AND Anchor Group B Anchor Group D BUCK HEIGHT(SEE 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 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 SHEETS a-4).SASH SIZE Is tt AS PER THE FIGURES ON 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C3+1 5 1+C3+1 1 5 1+C2+1 21 1+C2+1 3 1+C2+1 41 1+C2+1 41 1+C3+1 15 1+C3+1 5 SHEETS 6-8. 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 15 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C3+1 41 1+C3+1 1 5 1+C4+1 S 2)FOR SIZES NOT m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 SHOWN.ROUND UP TO 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+ THE NEXT AVAILABLE 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 �y �G 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+C4+2 5 DIMENSION SHOWN ON 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+2 5 2+C2+2 2 2+CZ+2 3 2*C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 3)SEE SHEET 9FOR A it SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER.P L TABLES. P.E.M 58705 TABLE 23: ---- Glass types Anchor Quantities for XOX Windows 5-8 Sash 24'Height 30'Height 38"Height 48"Height 54"Fie' Sr Height 24"Flei ht 30' ht 38'Height 48'Height 54"Hei ht 63"Hei ht Sam 9 9 10 9 � B B Height B W 8 9 Wldlh CAnlguration E a E Head 8 Sill E Heed 8 Sill E Head&Sill I'lE Head 8 Sill E Head 8 Sill E Head 8 Sill E Heed 8 Sill E Head&Sill E Rainf.Leel Range 4n) Head 8 Sill ' Head&SNI Head 8 Sill Bead 8 Sill ' ' ' ' ' m a R3 Anchor Group A Anchor Group C PRODUCT REVISED 35-1/4" )I-ya-% 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+(2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 11+C2+0+C2+1 2 1+132+O+C2+1 3 1+C2+0+C2+1 4 1+132+0+132+1 4 1+C2+0+C2+1 4 a s complymg"vith the Florida Ouildina Code 38" %-%-% 12.308-12.308 1+132+o+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 1+C2+0+C2+1 2 1+C2+D+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 A pyeu /(p.07�4;1f %-yi-Y 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+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+02+0+02+1 3 1+C2+O.C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 E tioe Date 5lQ -�-ya 13.398-14.883 1+132+0+132+1 2 1+132+0+132+1 2 1+132+p+C2+1 3 1+132+p+C2+1 4 1+132+p+C2+1 4 1+132+0+132+1 4 1+132+0+132+1 2 1+132+0+132+1 2 1+132+p+C2+1 3 1+132+O+132*1 4 1+132+p+132+1 4 1+132+O+132+1 4 1"',47-3/4" 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+(x+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 455-1/8' M14eami de PrndnctCntrd Y.-Y,1% 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 %-ya-%a 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C1+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+0+C2+1 2 1+C2+D+C2+1 2 1+132+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-12.018 1+C2+1+C2+12 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+14 1+C1+1+62+1 2 1+C2+1+C2+1 2 1+C2+1+C2+13 1+C2+1+132+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 t� 52-1/8' ' 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+132+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+132+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+1+C241 4 1+p+1+C2+1 4 1+C2+1+C2+1 4 z -----ti-v-r m %-}S-y, 13.398-17.018 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+(2+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+0+C2+1 3 1+C2+D+C2+1 1 1+C2+0+C2+1 4 1+C2+0+C2+1 4 „? m Custom 11.391-13.387 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C1+1 3 1+C2+1+C2+1 1 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+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 _ 00• 13.398-15.380 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+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 r Y Q Y.-Ya-Y. fn %-y3-Y3 15.361-19.841 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 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+132+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-13.391 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+(2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 LU Q p 75' y.-ya-y4 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+2+C2+1 4 1+C2+2+(x+1 4 1+C2+24C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 � O O X-%-% 19.111-24.841 1+C2+1+C2+1 2 1+C2+1+132+1 2 1+13251+132+1 9 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+t2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+132+1+C2+1 4 1+C2+1+C2+1 4 O n °I�0 1L0 Custom 18.380-19.397 I+C2+3+C2+1 2 1+C2+3+p+1 2 1+132+3+132+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+p+3+p+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C1+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 (7 N N 98' Y4-y2-y4 19.388-24.380 1+132x3+132+1 2 1+132+3+cx+1 2 1+13253+132+1 3 1+132+3+132+1 4 1+132+3+13251 4 1+p+3+p+1 4 1+132+3+132+1 2 1+132+3+132+1 2 1+132+3+132+1 3 1+C2+3+C2+1 4 1+132+3+cz+1 4 1+132+3+132+1 4 p 4e = Custom 24.381-30.380 1+02+2+132+1 2 1+132+2+132+1 2 1+132+2+132+1 3 1+132+2+02+1 4 1+(x+2+132+1 4 1+133+2rp+1 4 1+132+2+132+1 2 1+132+2+132+1 2 1+132+2+132+1 3 t+(x+2+132+1 4 1+132+2+132+1 4 1+132+2+132+1 4 Z W �_ _��° 120" Y4-3j-Y. 30.360 i+132+3+132+1 2 1+132+3+132+1 2 1+132+3+132+1 3 1+132+3+132+1 4 1+132+3+132+1 4 1+p+3+p+1 411-r,2+3+ 2 1+C2+3+C2+1 2 1+132+3+132+1 3 1+132+3+132+1 4 1+132+3+132+1 4 1+132+3+132+1 4 U U X S2 o � V W- Anchor Group B Anchor Group D F-W m p W .0 o 35-1/4" }S-yi-yi 11.391-11.391 1+C2+0+C2+1 2 1+C2+O+C2+1 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 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1aC2+0+C2+1 4 1+C2+0+C2+1 4 > O Q Y m J 00 38" 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C1+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+5x+0+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+D+C2+1 4 1+C2+0+C2+1 4 1+132+O+C2+1 4 F Z d Z � Q' LL 11.381-13.397 1+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+0+02+1 4 1+C2+0+02+1 4 1+C2+O+C2+1 2 1+C2+0+p+1 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 LLJ Q 45-1/8' ya-}S-ya 13.398-14.883 1+132+0+02+1 2 1+02+0+C2+1 2 1+C2+WC1+1 3 1+132+0+132+1 4 1+132+0+02+1 4 1a02+0+02+1 4 1+132+0+C2+1 2 1+132+p+C2+1 2 1*132+0+132+1 3 1+132+0+C2+1 4 1+132+0+132+1 4 1+132+0+131+1 1 J N_ 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+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+NC2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ® Z 0 IaayS 47-3/4' 81 y,-y3-y3 12.298-15.558 1+132+0+132+1 2 1+132+0+02+1 2 1+131+O+132+1 3 1+132+0+C2+1 4 1+132+0+132+1 4 1+132+p+(,x+1 4 1+132+0+132+1 2 1+132+0+132+1 2 1+132+0+132+1 3 1+132+0+132+1 4 1+132+(y+C2+1 4 1+132+O+132+1 4 U � JQ 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 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 d Z t %-%-Y. 52-118" 12.017-13.397 1+132+HCl+1 2 1+132+1+132+1 2 1+132+1+132+1 3 1+132+1+132*1 4 1+C2+1+02+1 4 1+132+1+132+1 4 1+132+1+132+1 2 1+132+1+132+1 2 1+C2+HC2+1 3 1+132+1+132+1 4 1+p+1+132+1 / 1+132+1+C2+1 1 Q IX -I-S Y.-Y.-Y 13.398-17.018 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+(x+O+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C2+0+132+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 , 0 N O � N � 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 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+132+1+02+1 1 V l 60' %-y-y. 13.396-15.360 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 1+C2+1-C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+132+1+132+1 4 1+C2+1+C2+1 4 g Z 0 � %-J4-y 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+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+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 t+C1+0+C2+1 4 Q Custom 11.381-13.397 1+C2+3+C2+1 2 1+C2+3+C1+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+(2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 1 au/JJedO.sa"as 75" y4-yr-y. 13.398-18.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C1+2+C2+1 3 1+C2+2+C2+1 4 1+(2+2+02+1 4 1+C2+2+C2a1 4 1+C2a2+C2+1 2 1+132+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 4 ya-yi-ya 19.111-24.841 1+132+1+132+1 E1+C2+2+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+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.380-19.397 1+132+3+132+1 2 1+132+3aC2+i 9 1+02+3+132+1 4 1+132+3+13251 4 1+132+3+132+1 4 1+C2+3+132+1 2 1+02+3+132+1 2 1+132+3+132+1 3 1+132+3+132+1 1 1+132+3+132+1 4 1+132+3+02+1 1 98" %-y2-y4 19.398-24.380 1+C2+3+C2+1 1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+11411+C2+3+C2+1 2 1+C2+3+132+1 2 1+02+3+132+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C1+1 4 _ Custom 24.381-30.360 1+C2+2+C2+1 1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+132+2+132+1 1 1+132+2+132+1 2 1+132+2+132+1 2 1+132+2+132+7 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 12(' y-yay. " -30.360 1+C2+3+C2+1 1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+132+3+p+1 4 1+132+3+132+1 4 1+132+3+132+1 2 1+132+3+132+1 2 1+132+3+132+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 i+C2+3+C2+1 4 SEE TABLE 9 FOR DESIGN PRESSURE ••MIN.SASH SIZE=WINDOW WIDTH-5828 NOTES: l 0 Max.Anchor O.C. Anchor Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). Group E Group F SASH SIZE IS AS PER THE FIGURES ON SHEETS 6.8. Spacing for"Integral- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Fin"Installation 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 2.9" 4" 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,P.E. IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P_E.4 58705 TABLE 24: Glass Types Anchor Quantkies for XOX Windows 5&6 Sash Sesh 24"Height 30'Height 36"Height 1 48"Height 54"Height 1 83"Fblphl 24'Height 30'Height I 38'Height IB"hMlphl 54'Height 83'Height Configuration Width a a a a o a o a a 1 RNnf.Leel Range(in) Hoed&S81 Head&Sill E Head&SIII Head&Sill Head&Sill Head&Sill Head&Sill Head&SIII Head&SIN Head&SIII Bead&Sill Hsad&Sill Anchor Group A Anchor Group C PRODUCT REVISED 35-1/4' Ys-)t-Ys 11.391-11.391 ----- 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 411+02+0+C2+1 4 w..Plying wiM do Florlda Building 38' Y.-Y.-Y.-YY.-Y.-Y.- - 12.308-12.308 1 +O+C2r1 2 1+ cCede Acceptance +02C2+p+C2+1 2 1+C2+O+C2+1 3 1+02+O+C2+1 4 1+C2+O+02+1 4 1+02+O+C2+7 4 Ac«plan«hM Tr4J 7a� 45-1/8 )4-}i-y 11.391-13.397 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 7+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 E uston Dale 2 Yi-Ys-}S 13.388-14.883 1+C2*0+C2+1 2 7+C2+0+C2+1 2 1+C2r0+02+1 3 1+C2+0+C2r1 4 1402+0+C2+1 4 1+C2+0+C2+1 4 Ay Ario.� ..le p.n4ua+, r 47-34" Y4-Y2-Y4 11.391-72.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2*1+C2+1 3 1+02+1+C2+1 4 7+C2+1+C2+1 4 1+C2+1+C2+1 4 Ys-}j-14 12.298-15.558 1+C2+0+C2+1 2 t+02+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 7+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 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 z 52-1/8" Y4-Y2-Y4 12.017-13;397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 I+C2+1+C2+1 4 1+C2+1+C2+1 4 %-Ys-Ys 13.398-17.018 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-13.397 Not Allowed 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+1 411+02+1+C2+1 4 6R Y4-Ya-Y4 13.398-15.380 I+C2+1+C2+1 2 1+0241+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 Y Y-y-}S 15.361-19.841 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+D+C2+1 4 j "aa Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2-3-C2+i 3 7+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 j d O 75" 34 YS Y- 13.396-19.110 1+C2+2+C2+1 2 7+C2+2+C2+1 2 1+C2+2+C2+1 3 7+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 0 19.111-24.641 1+02x1+C2r1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+02+1*C2+1 4 1+02+1+C2+1 4 1+0241+C2+1 4 }Ln a alaa � Custom 18.360-19.397 1+C2+3+C2+1 2 7+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 O N fV lY 96' Y4-%-y 19.398-24.360 1+C2+3+C2+1 2 7+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 -j C4-jOp ABG =i Custom 24.361-30.360 t+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 41 Z LL LL '., 1p, Y4-Y2-Y4 .. -�. 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 41 U C) X t0 or (D U �Z 02 W oa Anchor Group B Anchor Group D �J m O Co.i. J JGO oma 35-114" Y.-%-Y. 11.381-11.391 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 411+C2+0+02+1 4 1+C2+0+C2+1 4 a> O( LL 39' %-Ys-Ys 12.308-12.308 1+C2+0+C2+1 2 7+C2+0+C2+1 2 1+C2+o+C2+1 3 7+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C24D+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 Z d Z Y.-Y,-Y, 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 7+C2+0+C2+1 4 I+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 7+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 J 46-II8' r O M )�-}i-)� 13.398-14.883 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*0+C2+1 4 1+C2+O+C2+7 4 1+(x+0+02+1 2 1+C2+O+C2+7 2 1+C2+O+02+1 3 7+0240+C2+1 4 1rC2+0+C2+1 4 1+02+OrC2+1 4 � 47-314' Y,-%-Y. 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+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 7+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ® Z 1aav5 Ys-)s-� 12.288-15.658 i+C2+0+C2+1 2 1+C2+0*C2+1 2 1+C2+0+C2*1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0rC2+1 4 1+C2r0+02+7 2 1+C2+0+02+1 2 1+C2+0402+1 3 7+C2+0+C2+1 4 1*C2+0*C2+1 4 1+C2+0+C2+1 4 � � J I-- Custom Custom 11.391-12.016 7+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+t 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 (� F- Z 52-1/8" 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+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 u- 0 Z aro 34-Y,-Y4 LL Y Ys-%-y 13.398-17.018 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+0+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+0+C2+1 4 1+C2+0+C2+1 4 O IV to Custom 11.391-13.397 7+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+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+1 311+C2+1 4 1+C2+7rC2+1 4 1+C2+1+C2+1 1 ~ U 0 m 80" }4-y-y, 13.398-15.380 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+i 4 1+C2+1+C2+1 411+C2+1+02+1 4 7+C2+1+C2+1 2 1+02+1+C2+7 2 140241+C2+1 3 1+C2+i+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 O Q � � Yr-Ys-Ye 15.361-19.641 t+C2+0+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+0+C3+1 4 i+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 = Custom 11.391-13.397 1+C2+3+C2+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+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 al1!1 'asap sa�,ac 75' X-Y,-Y4 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+2+C2+1 4 1+C2+2+C2+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 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 }S-Ys-Ye 19.111-24.641 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+02+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.360-19.397 1+C2+3+C2+1121+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+C2r3+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)4-),-}4 19.398-24.380 i+C2+3+C2+1 +C2+3+C2+1 2 1+C2+3+C2+1 3 7+C2+3+C2+1 4 1+C2+3+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 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4Custom 24.381-30.380 i+C2+2+C2+1 +C2+2+C2+1 2 7+02+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+02+2+02+1 4 1«02+2+C2+1 4 1+C2+2+C2+1 4120" %-Y-); •' -30.380 1rC2+3+02+1 +C2+3+C2r1 2 1+C2+3+C2+1 3 7+C2+3+02+7 4 1+C2+3+CZ+1 4 1+C2+3+C2+1 4 1+C2*3+C2+1 2 1+C2+3+C2*1 2 1*CZ+3+C2+1 3 1+C2+3+C2+1 4 1+C2*3+02+1 4 1+C2+3+C2r1 4 - MIN.SASH SIZE= •58.28 NOTES: SEE TABLE 13 FOR DESIGN PRESSURE " WINDOW WIDTH i)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. Spacing for"Integral_ GroupF 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. P 9 9 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. Fin"Installation 4" 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,P.E. IN THE ADJACENT COLUMN. 'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P E e 58705 TABLE 25: Glass Types Anchor Quanddes for XOX Windows 7 R 0 Sash Sash 24'Height 30"Heigh 1 38"Height 1 48"Height 1 54"Height 83"Height 24"I1etpM 30'Height 38"Height 1 48"Height 54"Heigh 63'Heigh Contipuralion Width a a a a a a a Reins.Laval Range(m) Heed&Sill Heed&Sill Heed&Sill Heed 8 Sill Head d SAI Heed&S91 Heed&Sill Head&Sill m Head&Sill Head&SAI Heed 8 Sill Heed&Sill R4 Anchor Group A Anchor Group C PRODUCTREVISEDith the x-x-x 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 as cmwidYing with the Florida 35-1/4" 11.391-11.391 13 .8 C?Ddc 38" x.x_x 12.308.12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 I-= 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Acoeptantt t'10 1� 4" Ezpiralion Dale 11.391-13.397 HC2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+(;2+0-C2-1 4 1+C2+0+C2+1 4 I+C2+0+C2+1 41 By 45-1l8" x-x-x 13.398-14.683 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 Miuni deProdoclCmlml 7 74_%-% 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+1+C2+1 4 1+C2+1+C2+1 4 _- 47,3/4' I+C2+O+C2+1 2 1+C2+0+C2+I 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 X-x-x 12.298-15.558 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+13 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 a° s 52-1/B' 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 ; x-x-v. x-x-x 13.398-17.018 i+C2+O+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 4 o Custom 11.391-13.397 Not Allowed 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 1 10 Y Q m r 3 60" 13.398-15.380 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 1 0 74-x-x In � '^aa %-%-% 15.361-19.841 1+C2+0+C2+1 2 I+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 I+C2+O+C2+1 4 W ` Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 > o Cf) Q 75" %-%:-y 13.398-19.110 11-C2+2-C2+i 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 I+C2+2+C2+1 4 plod x-x-x 19.111-21.841 1+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 tl+C2+3+C2+1 1+C2+1 4 I+C2+HC2+1 4 I+C2+1+C2+1 4 N 'T cto Custom 18.380-19.397 1*C2*3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3*C2+1 4 1+C2+3*C2+1 d 1+C2+3+C2+1 4 p s 98• 19.398-24.380 1*C2+3+C2+i 2 7+C2+3+C2+1 2 1+C2+3+C2+1 3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 Z LL $ ao�0 0 Custom 24.361-30.360 1+C2+2+C2+1 211-C2-2-C2+112 1+C2+2+C2+1 2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 =W 120" ''/•-x--'� •• -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 4 1+C2+3+C2.1 4 1+C3+3+C3+1 4 V U X L w 2 LU Anchor Group 8 Anchor Group D 1-LLI W m Y J �4 n 35-1/4' x-x-x 11.391-11.391 1+C2+O+C2*1 2 1+C2+D+C2+1 2 1+C2+D+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+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 0 O p Co CO J - 38" x-x-x 12.308-12.308 1+C2+D+C2+1 2 1+C2+D+C2+1 2 1+c2+0+C2+1 3 1+C2+D+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+O+C2+1 3 1+C2+O+C2+1 1 1+C2+O+C2+1 4 1+C2+0+C2+1 4 Z a Z LL jy_J/a_y 11.391-13.391 1+C2+D+C2+1 2 1+C2+o+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+D+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+0+C2+1 4 1+C2+0+C2N 4 J 45-1/8" 13.398-14.683 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 1+C2.O+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+O+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+1x+0+C2+1 4 J x-x-x o x_x_x 11.391-12.2W 1+C2+1+C2+1 2 1+C2+HC2*1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 1 1+02+1+C2+1 4 1*C2+1+C2+1 4 HC2+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*I 4 1+c2+I+C2+1 4 ® Q 1 47-3/4' 12.298-15.558 1+C2•D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 HC2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 � Q H x-x-x Custom 11.391-12.018 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 I+C2+1+C2+1 1 1+C2+1+C2+1 4 1-C2+1+C2+1 2 1+C2+HC2+1 2 /+C2+1+C2+1 3 1+C2+11+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 d F- 52-1 Ir -52-1/8" Y4-x-% 12.017-13.397 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 I+C2+1+C2+1 4 1+C2+1+C2+1 41+C2+1+C2+1 2 1+C2+1+a+1 2 1+C2+1+C2+i 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Z x-x-x 13.398-77.011) HC2+0+G2*12 1-C2-0+C2-112 1+C2*O+C2+1 3 1+C2+0•c2+1 4 1+c2+0+C2+1 ♦ 1+c2+0-C2+1 4 1+C2+o+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 O 0 mCustom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+HC2+1 3 1+C2+HC2+1 4 1+C2+HC2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+HC2+1 2 1+C2+HC2+1 3 1+C2+1+C2+1 4 1+C2+I+C2+1 4 1+C2+HC2+1 4 U [Y U7 80" x_yi_y 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 HC2+1+C2+1 3 I+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+C2N+C2+1 3 1+C2+1+C2+1 4 1+C2+1•C2+1 4 1+C2+1+C2+1 4 O Q %-%-x 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 HC2+o+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 I+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 = Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+i 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+I 2 HC2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75" J�_J,�_yj 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 HC2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 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 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 x_x-x 19.111-24.841 1+C2+1+C2+1 2 1+C2.1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 HC2+1+C2+1 4 I+C3+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 HC2+1+C2+1 4 HC2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.380-19.397 1+C2+3+C2+I 2 1+C2+3+C2+i 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 HC2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 HC2+3+C2+1 I t*C2+3*C2+1 4 98" x_J/2_lj 19.398-24.380 1+C2+3+C2+1 2 1+C2+3*C2+i 2 1+C2+3*C2*1 3 1+C2+3+C2*1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 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+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 I+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+(x+2+C2+1 4 120' x-x-x +' -30.380 HC2+3+C2+1 2 1*C2+3+C2+1 2 1*C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 I+C3+3+C3*1 4 HC2+3+C2+1 2 1+a+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 HC2+3+C2+1 4 7, -_ "MIN.SASH SIZE=WINDOW WIDTH-58.28 NOTES: SEE TABLE 14 FOR DESIGN PRESSURE r f 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 FIGURES ON SHEETS 8$. Spacing for"Integral- GrouPF 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, Fin"Installation 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 3.T 4)-1/4-112-114-AND'113-113-113-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LVNN MiCLER,P.E. IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.p 58705 TABLE 26: Glass Types Anchor Quantities for XOX Windows f0-12 Sash Sash A 24'Heigh) 30'HeIgM 36'Height 46'Fklpht 54'Height 63-Haight 24"Height 30'Height 36-Height 48'HeIg 54'IMigM 63"Height RangeIM) Mead 8 5111 Head 6 Sill E Heed 8 SIII Heed A Sill Hsed 6 SNI Head 8 SNI E E a WhtL Leval ConBpuratlon Heed d SIII Head 8 SIII o Head g SIII Heed 8 Sill Head d Sill Head 8 SIN R4 Ill. 1 Anchor Group A Anchor Group C 1;1 11 35.1M' %-)1-% 11.391-11.391 7+C2+0+C2.1 2 1+C2+6+C2+1 2 1+C2+O+C2+/ 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 PRODUL-17PEVISEDthe 36" X-K-K 12.308-12.306 1.C2+0+C2+1 2 1.C2.0+C2.1 2 1+C2+0•C2.1 3 t+ +O+C2.1 4 1+C2+O+C2+7 4 1+p«0+(x+1 4 m mplYing wib see Plorydaa +C2+45-1/8' X-ya-340+C2+1 2 1+C2+0+ +1 2 1+C2+0+C7+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 t+C3+0+ +t 4 [wilding C«k % 11.391-13.388.14.883 13.397 1 p pC2ceA-ptmNo)(o•O•J t�. iS-)S-1S 1+C2+O+C2+1 2 ce 1+C2+0+C2+1 2 1+C2.O+C2.1 3 1+C2+0.C2+1 4 1.C2.0+C2+1 4 1+C3+0+C3+t 4 1:. nest"D.I. 11.391-12.297 1+C2+O+ 47.914' C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2.1 4 1+C3.O+C1+1 4 7+p+0+C3+1 4 -yj-ys 12.206.15.558 1+C2+0+C2+1 2 t+C2+0+C2+1 2 1+C2+0«C2.1 3 1+C2+ C2+t 4 1+ « .i 4 1+C3+O. +i 4 Mimmi ndeProdct uCowol Custom 11.301-12.018 1+C2+0+C2+1 Mqapp2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 t+p+0+q+i 4 1+C3+0+C3+1 4 1+p.D+C3+1 4 52-1/8' %-%-x 12.017.13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2«0+C2+1 3 1+q+0+p.1 4 1.q«0.C3+1 4 Hp+p+C3«1 4 + %-%-% 13.396-17.018 1+C2+0+C2.1 2 1+C2+0+C2+1 Z 1+C2+0+C2.1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+D+p+1 4 N Custom 11.307-13.307 t+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C 2+1 3 1+C2+2+C2+1 4 1+p+2+p+1 4 1+p+2+C3+1 4 m 87 Y-JS-K 73.398-16.380 Not Allowed 1+C2*1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 7+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C:3+1 4 K-K-K 15.381-19.841 1+C2+0+02.1 2 t+C2+0+C2+1 2 1+C2.O+C2.1 3 Nig+0+C3+1 4 I+C3+0+C3+1 4 1+C4+0+04+1 4 L0 Y Q Custom 11.391-13.397 1+C2+2+C1+1 2 1+C2+3.C2+1 2 i+C2+3+C2+1 3 1+C2+3+C2+1 4 1+p+3+p+1 4 1+C3+3+p+1 4 75' 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+q+3+p+1 4 1.0+3+p+7 4 i+C4+3+04+1 4 .,aL Y4-14-X 13.308-791fo %-Y.-Y, 79.111-24.8411+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C:3+0+C3+1 3 1+C3+0+p+1 4 1+G+O+G+1 4 1+044+0+04+1 4 j In 0 O Custom 17.641"19.397O 1.p+3*C2+1 2 1+042+3+042*1 2 1+042+3+042+1 3 iap+4+p pp «7 4 i+ +4a +1 4 1+04+4+04+1 4 IrN O O6' }5-}S-K 10.398-24.3601+C2+3+C2+1 2 1+C2+3+C2«1 2 1+C2+3+C2+1 3 1+C3+4+p+1 4 1+C3+4+pN 4 7+C4+4+04.1 4 n v oln0 LO Yi-)S-K 24.361-31.641 1+042+2+042+12 2+C2+2•C2+2 2 2+C2+2+C2+2 3 2+C3+3+p+2 4 2+C3+3+p+2 4 2+04+3+04+ 41 N 727 Y+-%-Y+ 29.641-32.515 2+C2+3+C2+ 2 2+C2+3+C2+2 2 2+C2+3+C2. 3 2+C3+4+q+ 4 2+q 4 2+ +4+p*2 04-4+G* 4 J A M -Y-)i 32.518-39.641 2+C2.2+C2r 2 2+C2*3+042+2 2 2+042+3+042+2 3 2.p+3+p+ 4 2*G+3+G+2 4 2+G+3+04+ 4 Z U- U)LL c 147 Custom •• -39.641 2+C2+3+C2+ 2 2+C2+3+C2+2 2 2+C2+3.C2+2 3 2+C3+4+p+ 4 12!. C4+ 4 2+GN+G+ 4 =LLl ryj n. UU X- d U)Anellor +P B Anchor Group D W- O 2 a0 W 351/4' K-Y-% 17.301-11.391 1+C2.0.C2+1 2 1+042+0+042+1 2 1+042«0+042+13 7+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+042+0+042+7 3 1+C2+0+(2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 p�1 m Y .L J 38' 31r-K-K 12.308-12,308 1+042+0.042*1 2 1+042+0+042+1 2 1+042+0+042«1 3 1+042«0.C2*1 4 1+042+0+042+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+042+1 2 I+C2+0+C72+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 41+042*0+C2*1 4 Z O 45.1/8' Y4-%-% 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+1 4 i+C3+O+q+1 4 1+p+0+qZ 11.1 4 1+C2+o+C2.1 2 1+C2+0+C2+1 2 1+C2+O.C2+1 3 1+042+0.042.1 4 1+042.0.042+1 4 1+C2+0+C3+1 4 r LL Yi-YS-K 13.398-14.683 7+C7+0+C2+1.2 1+C2+0+C2.1 2 1+C2+0+C2+1 3 1+C2+o+C2+1 4 1+C2+0.C2+1 4 7+C3+0+p+1 4 1+C2+O+C2+1 2 t+C2.0+C2+1 2 1+042+0+042+1 3 1*042+0+042+1 4 7.042.0+042+1 4 1+q.0.q+i 4 J 0 47-314• O+p+1 4 1+q+0+p+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 7+C2+o+C2+1 4 1+C3+0+C3+1 4 7+ F- J J4-Ni-Y+ 17.391-12.297 1+042.0.042.1 2 1+042+0+042+1 2 1+042+0+042+1 3 1+042+0+042+1 4 1+p+ q+p+C3+1 4 LID %-%-% 12.298-15.558 1+C 2+0+q+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+p+0+C3+1 4 1+C3+0+C3+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+p.0+p+1 4 t+C3+0+C3+1 4 ® Q � i 5 Custom 11.301-12.016 1+C2+0+C2+1 21«C2+O+C2+1 211+C2+0-C2+1 311+C3+0-C3+114 1+C3+0+C3+1 41+C3+0.C3+1 4 i+C2+0+C2+1 21+C2+0+C2+1 2 1+C2+0+C2+1 3 i+C3+0+p+1 4 i+C3+0+p+1 4 1+C3+0+C3+1 Z < Q U) 5 52-IIW M-)S-)fi 12.017-13,307 I+C2+0+(2+1 2 1+C2+0+C2+1 2 1+C2+0+p+1 3 7+p+0+C3+1 4 1+C3+0+0+1 4 1+p+0.p+1 4 I+C2#C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+p+0+p+1 4 1+C3+0+p+1 4 1+p«0+p+1 4 = d Z y YS-K-K 73.398-17.010 1+042.0+042+1 2 1*042.0«042+7 2 7+CZ+0+042+1 3 7+p+O+q•t ! 1+p+0+q.1 4 1+C3+O+p+1 4 1.C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+042+0+C2+1 4 1+C3+0+p«1 4 1+C3+0+p+1 4 �¢ Q' Z 3 Custom 11.301-13.397 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+C3+2+p+1 4 1+p+2+C3+1 4 7+C2+2+C2.1 2 i+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3.2+p.1 4 1+p+2+C3+1 4 p C) 0 O W X-)J-g 13.398.15.360 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+p+2+C3+1 4 1+C3+2+C3+1 4 7+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 7+C2+1+Cx+1 4 1+0+1+C3+1 4 1+C3+1+C3+1 4 U to Ki-3S-K 15.361-19.641 7+(2+O+C2+7 2 1+042+0+042+1 2 1+C2+0+C2+1 3 1+p+D+C3+1 4 1+C3+o+C3+1 4 1+G+0+04.1 4 1+C2+o+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2.1 3 1+C3+0+p+1 4 1+C3+0+p+1 4 7+G+O+G+1 4 w Z O Custom 11.391.13.397 t+C2+3+C 2+1 2 1+042+3+C2+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 4 1+p+3+C3+1 4 1+p+3+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 t+C2+3+C2+1 4 1+C3+3+C3+1 4 1+q+3+C3+1 4 75' )4-}S-y� 13.398.19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+p+1 4 7+p+3+C3+1 4 HG+3+04+1 4 7+C2«2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+p+1 4 1+C3+2+p.1 4 1+C4+2+04+t 4 SS-K-ya 19.111-24.811 1+C2«0+C2+1 2 7+C2+O+C2+1 2 1.C3+0+C3+1 3 t+C3+0+C3+7 4 1+04+0+04+1 4 1+04+0+04+1 4 1+C2+0+C2+7 2 1+C2+0.C2+1 2 1+C3.0+C3+1 3 t+p+0+p.1 4 1+04+0+04+1 4 1+G+p+G+1 4 Custom 17.641-19.307 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2M+C2+1 3 7+p+4+C3+1 4 I+C3+4+C3+1 4 1+04+4+C4+1 4 1+C2+3+C2«t 2 1+C2+3+C2+1 2 1.C2+3+C2+1 3 1+p+4+p+1 4 1+p+4+C1+1 4 1+G*4+04+1 4 96- y+-%-K 19.398-24.380 1+C2+3+C2+1 2 1+C2+3+C 2+1 2 1+C2+4+C2+1 3 1«q.4.p+1 4 Hp+4+p+1 4 1.GM+04+1 4 1+C2+2+C2+1 2 7+C2+3+C2+1 2 1+042+3+042+1 3 t+p+3+p«i 4 1.C3.3.C3+1 4 1+04+3+04+1 4 %-%-% 24.381-31.041 +C2+2+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2+p+3+043. 4 2aC3+3+C3+ 4 2+C4+3+G. 4 7+C2+2.C2+1 2 1+C2+2+C 2.1 2 I+C2.2+C2+1 3 I+p+2+tl+1 4 1.q+2+p+1 4 1+G+2+04+1 4 127 )(-A.% 29.641-32.616 +C2+3+C2+22 2+C2«3+C2+ 2 2«C2+4+042+2 3 2+p+4+C3+2 4 2+C9+, 4 2+G+4+G+2 1 I+C2.3+042+2 2 2+042+3+042+2 2 2+042+3+042+2 3 2+p+4+0.2 4 2+qM+p+2 4 2.04+4+04+ 4 )S-'%X 32.518.39.041 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2.0+4+q+ 4 2+04+4+04. 4 2+CSN*CS+ 4 2+042«2*04x. 2 2«042.3+042.2 2 2+042+3+042+ 3 2+043+3.pr !2.04+3+G+2 4 2+04+3+04+ 4 140' Custom •• -30.641 2+042.3.042.2 2 2+C2+3+C2* 2 2+-2+4.042*2 3 2*p+4«q+ 4 AGH+G«2 4 2+(S+4+045+ 4 2+042+3+Cx+2 2 2+042*3.042+2 2 2.042+3+042* 3 2+043+4+p+2 4 2+04.4+04+2 4 2.04+4+04+ 4 (/l•/ r " NOTES: SEE TABLE 15 FOR DESIGN PRESSURE 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). 'GLASS TYPES 10-12 8 14-16 •'MIN.SASH SIZE=�--H-6 72INDOW WIDTH-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. MAY NOT BE USED WITH 2 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. J-CHANNEL OR INTEGRAL 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. FIN FRAMES 4)'1/4.1/2-114'AND-1/3-1/3-113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER.P.E. IN THE ADJACENT COLUMN.-CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.EA 58705 TABLE 27: Glass Types Anchor Quantities for XOX Windows 14•18 Sash Sash 24'height 30'Heigh 1 35"Height 48"Height 54'Hblghl 63 HeIgM 24"Height 1 30'Height 38"Haight 40"FNIOM 54 Height 03 Fielght Con4gua0on Width a o a a E E Head 8 Sill Heed d Sill E Head 8 Sill a Head 8 SIII Head a 5111 Reint Level Range(in) Head 8 SIII head&SBI E Heed 8 Sill Head 8 SIII Heed&SIII Eo Head 8 Sill ' Head 8 Sill R4 Anchor Group A Anchor Group C 35.1/4' %-%-Y. 11.391-11.391 1+C2+0.C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1.C2+0+C2.1 4 1+C2+0+C2+1 4 1+C2+O+CZ+1 41 PRODUCT REVISED 38" Y.-%-Y. 12.300-12.300 1+C2+0+C2+1 2 t+C2+0•C2+1 2 1.C2+0+C2+1 3 1+C2+0+C2+1 4 t.C2+0.C2+1 4 t+C3+0+C3+1 4 mcomplyngwith the Flovida Building Cod. Y.-Y.-Y4 111.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+p+0+p+1 4 I+G+O+G+t 4 Acoeptauce Ne/6.O 14"1 45.1/0' Y.-%-)413.398-14.683 1+C2+0+C2+1 7 1+C2+0+C2+1 2 1.C2+O+C"2+1 3 1+C3+D.C3.1 4 t+C3+0+C3+1 4 1+C"3.0+C3+1 4 xpirst' Dole / Jj-y4-v. 11.391-12.297 1+C2+O+C2.1 2 1+C2+0+C2.1 2 1+C2+O+02*1 3 1+C3+O+C3.1 4 1+p+0+p•1 4 1+G•p.G+t 4 BY 47-Y4' 1+C2+0+C2+1 2 1.C2.0+C 2+1 2 1+C2+D+C2+1 3 1.p+O+C3.1 4 1+C3+0+03+1 4 1+C3+0.C3+1 4 Miem Dm{e P(odact t..ratrtli j-, Y.-%-Y. 112.298-15.556 Custom 11.391"12.010 1+(3+0+C2+1 2 1+C2*0+C2+1 2 1+p+O.p+1 3 1*C3+O+C3+1 4 1+G+0.04+1 4 1+G+0.04.1 4 gg 52.1/8" X-)S-Y+ 1112.017•13.397 1+C2+0+C2+1 2 1•C 2+0+C2+1 2 1+p+0+p+1 3 1+C3+0+C3 1 4 1+C4.0+04+1 4 1+G+0+04*1 4 p %-%-YS 13.390-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+p+0+p+1 3 1+C3+O+C3+1 4 1+G+O+C4+1 4 1+04+0+04+1 4 ,_- 31+C2+2+C2+1 2 1+C@+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 t+C3+2+p+1 4 1+G+2+04+1 4 Custom 11.391-13.397 L m SO' %-%-% 13.398-15.380 Not Allowed 1+C2+1+C2+1 2 1+C2+2+C2+1 2 7+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+p+1 4 1+G+2+G+1 4 %-%-YL 15.381-19.841 i+02+0+C2+1 2 1+C2+O.C2+1 2 1+p+D+C3+1 3 1+G+0+G+1 4 1+04+0+04+1 4 1+C5+O+05+1 4 tq Y Q Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+3+(x+1 2 1+C2+3+C2+1 3 1+C3+3+p+t 4 1+04+3+G+1 4 1+C4+3+G+1 4 (n > 11H71i %-%-y4 13.398-10.110 t+C2+2+C2+1 2 1•C2.2+(x+1 2 1+C2+3+C2.1 3 1+p+3+C3+1 4 1.04+3+G+1 4 1+G*3+G+1 4 > 0 10.111-24.841 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1*p+0+p+1 3 7.04+O+CA+1 4 1+CS+O+C5+1 4 i+C5+0+C5+1 4 LID Q Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3.C2+1 2 1+C2+3+C2+1 3 1+p+4+C3+1 4 1.04+4+04+1 4 1 1+C4+4+04.1 41 0 je Q 90' }�-y-){ 19.390.24.300 t+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1-r,4+4+04+1 4 1+04+4+G+1 4 1+C1+3.04+1 4 �. et a 0 � %-%-% 24.381-31.041 1+C2+2+C2+1 2 2+C2+2+C2+ 2 2•C2+2+C2+ 3 2+G+3+G+ 4 2+04+3+04+2 4 1+C4+2+G+1 4 O N N Yj-ys-X 29.062+C2+3+C2+ 2 2+C2+3+Cg+ 2 2+C2+3+C2+2 3 2+C4+4+G+ 4 2+04+4+G+2 4 2+04+3+04+2 4 -I O1 e = 120' 1-32.515 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2rG+3+G+ 4 2+04+3+04+ 412+ 4 Z LL to LL (( 0 --o}�-y-Y: 92518-39.841 140" Custom "" -39.041 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2 3- 3 2+04+4+G+ 4 2+G+4+04+2 4 2+G+3+04+ 4 U V x Co o Anchor Group B Anchor Group D tU Z 07 `0 W °A 35.114' Y.-Y-34 M-12.308 11.391 1+C2+0+C2+1 2 1•C2+0+C2*1 2 1*CB+O+tx+1 3 1*C2+0+C2+1 4111+C 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+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 n O Y m J 9� 30" Yr-Y.-Y. 12.308 1+C2+0+C2+1 Z 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C)2+0+C2+1 4 1+C2+D+C2+1 4 1+p+0+p+1 4 1+C2+O+C2+1 2 1+C1+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 Z n.Z Q' LL Y4-K-v. 13.397 t+C2+0+C2+1 z 1+C2+0+C2+1 2 t+C2+O+C2+1 3 1+C3+0+p+1 4 1+C3+O+C3+1 4 1+G+0+G+1 4 1+C2+O+C2+1 2 1+C2+0+C2«I 2 1+02+o+C2+1 3 1•p+0+C3+1 4 1+p+o+C3+1 4 1+G+D+G+1 4 W0IOY's-y-'/ 14.083 HCl+0.(x+1 2 i.C2.O+C2+1 2 1*C2+0+C2+1 3 Hp*O+C3+1 4 1+C3+O+p+t 4 1+p+0+C3+1 4 1+C2+O+C2+1 2 1+C2+p+C2+1 2 1+C2+0•C2+1 3 1+C3+O+p•1 4 t+p+0+C3+1 4 1+C3.O.p+1 4 J%-%-x 12.297 1.C2+0+Cx+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 i+p+0+p+1 4 1+C3+0.p+1 4 1+G+D+(A+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+O+C3+1 4 1+p+O+p•1 4 1+G+O+G+1 4 Z Q47-314" laegS Ys-)a-% 15.558 t+C 2+O+C2+1 2 1+C2+O+C2+1 2 1*fx+0+C2+1 3 t+p+0+p+i 4 1+C3+0+C3+1 4 i.p+0+C3+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+O+p+1 4 1+C3+0•p*1 4 ® �v Q J �Custom 12.018 1+C2+0*C2+/ 21+1x+0+C2+1 2 1*p+0+p+1 3 1+p+0+p+1 4 1+04+0+04.1 4 1+04+O+G+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C3+O+C3+1 4 1+G+O+G+1 4 1+G+0+04.1 4 Z52-1i8" Yj-Y-Ys 13.397 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+p+0+03+1 3 1+C3.0+p+1 4 1+G+0+04.1 4 1+G+O+C4+1 4 1.C2+O+C2+1 2 1+02+0+C2+1 2 t+C3+0+C3.1 311-C3+p+C3+1 4 1+04+O.G+1 4 1+C4.O.G+1 4 H Yr-Y.-K 13.398-17.010 1+C3+0+C2+1 2 1+C2+O+C2+i 2 1+C3+0+C3+1 3 1.p+0+p+1 4 1•C4+0.G+1 4 1+G*0+G+1 411+C2+ 2 1+C2+O+C2.1 2 1+p+0+p+1 3 1+C3.0+C3.1 4 1+04+0+04+1 4 1+04*0+04.1 4 u- 0 Z Custom 11.391-13.397 1+C 2+2+C2+1 2 1+C 2+2+C2+1 2 1•C2+2+C2+1 3 1+p+2+C3+1 4 1+p+2+p+1 4 1+G+2+C4+1 4 i+C2.2+C2+1 2 1+C2*2+C2+1 2 1+C2+2+C2.1 3 1+C3+2+C3+1 4 1+C3+2+p+1 4 1+C4+2+G+1 4 O = O 60" Yj-Ya-)6 13.388•15.380 i+Cx+2+C2+i 2 1+C2+2+C2+1 2 i•C2+2+C2+1 3 1+p+2+p+t 4 1*p+2+C3+1 4 1+G+2*G+1 4 1+C1+1+C2+1 2 1+C2+1+C2+i 2 1+C2*1+C2.1 3 1+p+1+p+1 4 1+p*1•p+t 4 1+G+1+04+1 4 o a' to %-%-Y. 15.381-19.841 1+C 2+0+C2+1 2 1+C2+0+C2+1 2 1+p+0+C3+1 3 1+G+O+G+1 4 1+G+0+04+1 4 1+CO+OrC5+1 4 1+C2+0+C2+1 2 1+C2+0+C2.1 2 1+C3+0+C3+1 3 1+G+0+O0+1 4 1+04+o+G+1 4 1+C5*0+CS+1 4 U Z Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3.C2+1 2 1+C2+3+C 2+1 3 1+p+3+p+1 4 1+G+3+04+1 4 1+G+3*G+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C.3+3+C3+1 4 1+G+3+G+1 4 1+G+3+04+1 75' Y,%-% 13.398•19,110 1+C2+2+C2+1 2 I+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+04+3+04+1 4 1+G+3+CA+1 4 1+C2+2•C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+04+2+G+1 4 1.04+2+G+i 4 agu '°sea sapaS %-%-% 19.111-24.841 1+C2+o+C2+1 Z 1+p+0+C3+1 2 1+p+0+C3+1 3 1+G+o+G+1 4 1+CS+O+CSN 4 1+p+0+C5+t 4 1+C2+O+C2+1 2 1+p+0+C3+1 2 1+p+0+C3*1 3 1+C4+O+G+1 4 1+C5+O+C5+1 4 1+C0*0•C5+1 4 Custom 17.841-19.397 1+C2+3+C2+1 2 1+C2+3•C2.1 2 1+C2+4+C2+1 3 1+C3+4+p+1 4 1+04+4+04+1 4 1+G+4+C4+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1.04+4+G+1 4 1+C1+3+04+1 4 90' Yi-X-M 19.390.24.300 1+C2+3+C2+1 2 1+(x+3•C2+1 2 1rC�M+(xr1 3 1+04 C4 4 1+04+4+G+1 4 1+G+3+04.1 4 1+C2+2+C2+1 2 1+C2.3+C2+1 2 1+C2+3+C2.1 3 1+G+3+G+1 4 1+G+3.04+1 4 1+04+3+04+1 4 24.381-31.841 2+C2+2+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2.04+3+04+2 4 2+C4+3+G+ 4 1+04+2+G+1 4 1+C2+2+C 2+1 2 1+C2+2.0 2+1 2 1+C2+2+C2.1 3 1+G+2+04+1 4 HG+2+04+1 4 1+G+2+04+1 4 %_Yi-� 29.841•32.515 2+1x•3+a+2 2 2+a+3+C2+ 2 2+C2+4•C2+2 32+04+4+04.2 4 2+04+4+G+ 4 2+G+4+04.2 4 2•C2+3•CL+2 2 2*C2*3+C2.2 2 2+C2*3+C2+ 3 2+04+4+G+2 4 2+G+4rG+2 4 2+G+3+Gr2 4 20" Yi-Ya-K 32.518-39.841 2+(x+3+C2+2 2 2rC2*3+1�+ 2 2+C2+3+(x+2 3 2*G*4+G+2 4 2+G+4.04+ 4 2.04+3+04+2 4 2+C2+2+C2*2 2 2+C1+3+C2+2 2 2+C2+3+C2+ 3 2.04+3+04+2 4 2+04+3*G+2 4 2+G*2*G+2 4 140" Cuelom -30.841 2+C2+3+C2+2 Z 2•C2+3+C2+ 2 2+C2+4+C2+2 3 2+04+4.04+ 4 2+C4+4+G+ 4 2+G+3+G+2 4 2+C2+3+C2+ 2 2+C2+3+C2+2 2 2+C2+3+Cx+ 3 2+C4+4+G+2 4 2+04+4+G+2 4 2+04+3+G+ 4 / - NOTES: SEE TABLE 18 FOR DESIGN PRESSURE 1!16 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4). WINDOW WIDTH-80.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 8-8. 'GLASS TYPES 10.12 d 14-18 "MIN.SASH SIZE= 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. MAY NOT BE USED WITH 2 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. , J-CHANNEL OR INTEGRAL 4)"1/4-1/2-1/4'AND-1/3.1/3-113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MIL Le R,P.E. FIN FRAMES IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.4 08706 TABLE 28: Bill of Material -- 3.500" 3.500' 3.50D" 3.500" N Pert# Description Material _ �F+-- .Osz^ --�jF--- .oar �� .o5r -►jl�-- .o6z• 1 620121 Frame Head,SIR and Jambs-J-Channel - PVC �'-7 c 2 620122 Frame Head,SIR and Jambs-Flange PVC 1 O U " 3 620123 Frame Heed,SIR and Jambs-Fin PVC Lf 4 620124 Frame Heed,Sill and Jambs-Equal Leg PVC 2,445• 2.445" 2.445 2.445 13 620172 Anti-Lia Insert/ail Crner PVC ❑�� 14 820131 Fixed Meeting Rail PVC O I O O ❑ 15 820158 Track Insert 8083 T8 Al iL i+ 16 820129 Sash Reil(Sides,Top 8 Bottom) PVC ZT - 17 820188 MOnOrsll 8083 TB Al 625" JLHANNEL 825" FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 820156 PUII Rail IMedock 8083 T8 At JO&JA MB5 EAD,SILL HMSILL 8 1.375 jBSSILL& O AM�SILL& 20 820144 Pull Reil Interlock Cover PVC 21 620150 Light Sash Reinforcement 6063 TB AI 22 620151 Standard Sash Relnbrcement W83 T8 At 1.872' ­1 1.641^ +I 23 620152 HD Sash Reinforcement 6063 TO Al 24 620153 standard Meeting Rail Reinforcement 6005 T5 AI 1.507' 1-437" "� 25 620154 HD Meeting Rail ReinbrcemeM 6005 T5 Al I _ 1.630" I T I I"- 2.100" 2'178" 26 620155 H.D.Hortz.Roller Meeting Rall Reinforcement 8005 T5 At .772^ - o o I 1.020" 1 1'375 -t-1�7�Jj� 27 71OX114PPA #10 x 1-1/4"PH.PH SDs(Monorail Screw) 410 SS 1j I 1jI�- ((�fP^� .471" 065 28 81644 "Weetherstil ,.187X.270"Fin Pile 065^ .060" 070"�� ° P 1.231' � � --� 1.000' I'F 29 81719 Weetherstrf,.187"x.220"Poly Pile LIFT RAIL LIFT RAIL 30 Y8 X 1"Ph.PH SDS interlock MOUMI SCreW 410 SS 13 ANTI-LIFT INSERT 14 FIXED 15 TRACK 16 SASH RAIL ( ) 6 TRIM COVER MEETING RAIL INSERT 19 INTERLOCK 20 INTERLOCK COVER 31 78X312PPA #B x 3.1/Y Ph.PH SMS(Fixed Meeting Reil Screw) 410 SS 32 71669SP Meeting Rail Screw Support Plate 8083 75 At I 33 720210 Weep Hole Cofer PVC .316" �T- 30 -�"{ .07x0' 060" �t 1.100' r+-� 34 720187 Auto Screw Hole Plug PVC •o" .175' I-LL II..75 I� 37 720197 Au[o Lock C Steel .754^ .750" .715^ 718" 38 720199 Sweep Lock Cast Zinc .-r 39 720196 Auto Lock Cofer Assembly Cast Zinc .035" -- -} .025" -T 1.185 •� 40 #6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) Ss LAMI IG EXTRUDED ROLLED LIGHT SASH STANDARD 41 720200 Auto and Sweep Lock Keeper Cast Zinc 72 BEADING 61 SCREEN FRAME O SCREEN FRAME 21 REINFORCEMENT O SASH REINFORCEMENT 42 76X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS 43 7012FPTX #6 x 1/2"FPH Tek(Reinforcement Screw) SS 070" 1.182' 1.182" -� -280 44 Leadstile Top Comer Key Nylon k 094• 45 Leadstlle Bottom Comer Key Nylon 1'184" �-pJ 46 Lockstlle T�Comer Kay Nylon •070` ,791• 1.036" 1.041" 1.041' �UL_J 1.229" 47 Lockstile Bottom Comer Key Nylon B1m 1" 1 .130' LLF 164^ IL .074' 46 720204 Wheel ry fon - `n n- .150" 1.33 lam- --1 1.340" � � 1.340" �- 72 820135 Lanni.I.G.Beed PVC HD SASH STANDARD HD MEETING HD HR MEETING 23 24 MEETING RAIL 25 RAIL 26 RAIL 17 MONORAIL PRODUCT REVISED 74 Beckbedding,GE 7700 or Dow 791 Silicone REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT . mmpiying with theFkwh% Building Code 75 71684/5 Setting Block /8"x 2'X 1/8',85+/-5 duro. EPDM !m 61011 Roll-formed Screen Alumope once 140 l6-p 1 •) R»vixed Sr.� Oots; RM7NOn: f pin»tion 1Me QQ 81 81012 Extruded Screen Frame Alum ft 62 Extruded Semen Spreader Bar Alum R-h"BY Date: mar rm i Dx4e P t 83 47042W Screen Comer Key with Pull Ring EFibleyole-ss 84 47D41W/CKGLB Screen Comer Key No Pull Ring 65 7CASPM Tension Spring ® Drawn By. 86 61816048 scrsenCloth WINDOW EXTRUSIONS&BOM J ROSOWSKI 87 81836/81814 .140"Scn!en Spline(Machine/Hand Rolled) 1070 TECHNOLOGY DRIVE 7aa; N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 P.O. BOX 1529 NOTES: NOKOMIS, FL 34274 soaN; 5hssr: postop Ns. Rer: 1)ITEMS#5-12,18.35,38,49-71 d 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A LY N MILL28.P_t. 2)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. p��p�y� CERT. OF AUTH. #29298 HR-5510 NTS 17 OF 18 M D-HR5510-01 A �' 18 SASH TABLE 21: ASSEMBLY Egress Lock Bill of Material MITERED FRAME WITH 44 DETAILS (E 0 Part>< Description Material 1 INTERIOR AND EXTERIOR FRAME WELDS 100 7M C7024 Mufti-Point Lock Operator Cast Zmc 18 42 105 ® 101 73340 Operator mountingPlate Steel 37 102 72015 Muni 'M Lock K Aluminum f 103 720214 Multipoint Lock Guide Nylon ATTACHED TO_ EXTERIOR 104 220217-221 Tia Bar(Length Varity Stainless Steel 32 SASH RAIL 1 105 71024XI2HFX 1110 x 112"HH MS Stainless Steel 72 X4 108 78X1FPAX 118 x V Ph.FH SMS Stainless Steel + j 107 78X75FPTX 118 x 314"Ph.FH SDS Stainless Steel 1 19 17 ATTACHED TO 103 30 FRAME JAMB 27 EGRESS LOCK 16 37 DETAILS 40 (NOT TO SCALE '' 39 -�©61 83 OR 84 42 104 87 OPT.AUTO LOCK 46 PRO20 ATTACHED TO �*jy„*_Ik noMims FRAME JAMB 8uiId' Code 4e l 1 Aowpl.—,N,Iro o L4.t7 E y,n,K+n Une_ r?DZO * 101 42 B3, 16 wi10 .., D,d�Pr«rwx c ra 82 OPT. X4 L 1 47 i 47 ` OPT.SWEEP LOCK ATTACHED TO 42 1 FRAME JAMB �OR 81 75 0 1070 TECHNOLODRIVE MITERED FRAME WITH OO N.vEtBCE• FL 34275 1 INTERIOR AND EXTERIOR FRAME WELDS i_ 1� (941)-480-1600 CERT.OF RUTH. /29296 SCREEN R-i,.d W wr.: R.vhbn: ASSEMBLY ;`: r DETAILS % RM.ad e, Ooh: R.vlNon: 83 OR 84 33 �' O,o, er EXTERIOR I . FRAME 6 I�I�G EXPLODED WINDOW VIEW J ROSOWSKI ASSEMBLY T'"'° °ot. NOTES: DETAILS HORIZONTAL ROLLER-LM 05/15/15 1)GLASS AND SOME PARTS(OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2)J-CHANNEL FRAME SHOWN.PART M 1.OTHER FRAME TYPES APPLY. �� Shwt. araMrq R.r n:ivMN�1IiLSFi:;P. : HR-5510 NTS 18 OF 18 MD-HR5510-01 A 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS Bb. P.E.a�51)y06