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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 4 1 BCIS Home; Log In User Registration Hot Topics Submit Surcharge ! Stats&Facts ? Publications ; FBC Staff BC IS Site Map i Links SSearch Or lsr e, Product Approval USER:Public User Product Anoroval Menu>Product or Aoolication Search>Application List>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@pgtindustries.com Authorized Signature Jens Rosowski j rosowski @pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 j rosowski @pgti ndustri es.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/07/2016 Date Validated 10/17/2016 Date Pending FBC Approval https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7... 5/2/2017 Florida Building Code Online Page 2 of 4 Date Approved 10/17/2016 Summary of Products FL# Model,Number or Name Description 242.1 HR-210(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0629.02.pdf 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.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: 242.2 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.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: 242.3 HR-610(Non-Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.14.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/27/2021 Design Pressure:N/A' Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.14.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: 242.4 HR-710(Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.13.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/21/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.13.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: 242.5 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.pdf Approved for use outside HVHZ:Yes Quality Assurance'Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.10.12df 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 16-0714.15.12df 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 16-0714.15.1)df 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) 21-T HR-2710M PVC Horizontal Rolling Window https:Hfloridabuilding.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.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 15-0528.23 M.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. (2-lite XX only) Evaluation Reports Created by Independent Third Party: 242.8 HR-2710M1 (Impact) 2/3 LT HR2710MI PVC HORIZONTAL ROLLER LMI Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 13-1125.03 Ml.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.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. (2-lite XX&3-lite XOX) Evaluation Reports Created by Independent Third Party: 242.9 HR-5410(Non-Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.18.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.18.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.10 HR-5510(Impact) Vinyl Horizontal Roller Window Li Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.17.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 essure:N/A Installation Instructions Other:Please see a rami-Dade County Notice of FL242 R21 I I 16-0714.17.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: 242.11 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 11 16-0629 09 pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.12 SGD-2500 Window(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 15-0609.09 WDW.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.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/04/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0505.0l.pd Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ WtDquUsDrhuM3 DGCgL7... 5/2/2017 :i MIAMI-DARE MIAMI-DADE COUNTY i 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.sov/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 05105/16,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 MIAi'91•DADE COU=NTY Expiration Date: September 24,2020 ` Approval Date: September 01,2016 ff Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NDA No.15-0903.10) 2. Drawing No. MD-HR5510-01 titled"Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05115/15, with revision A dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL Edge TM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.15-0903.10) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-8073, dated 02/18/15,signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NDA No.15-0903.10) Manuel Per Product Control Ex min NOA No.16-0 .17 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-1 � d PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNnNuED) 4. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51 Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted underprevious NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. Manuel Pe E. Product Control rami er NOA No. -0 4.17 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 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 ControlLxam' erNOA No. 1 417 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-3 2-5 ANCHORS,SEE CLUSTER DETAILS SHEET 5 12-314'MAX.O.C. I DESIGN PRESSURE RATING I __IMPACT RATING ° 8'MAX. B.SEE VARIES PER REINFORCEMENT LARGE I SMALL MISSILE ------....... 1-114" LEVEL,SEE SHEETS IMPACT RESISTANT I I SHEETMme. SEE SHEETS I I -. 9-16 D.SEE 2-5 ANCHORS,SEE CLUSTER A BE-.-'--- ------------ ---- --=. ..... SHEET4 DETAILS SHEETS---\ 15.85" SHEET3t 1 G*MAX. 18,9 "MAX.O.C. 7 a"MAX, MAX.O.C. S,SEE C.SEE r-T' -_._._-._--.._.-j.. SHEET3 SHEET 4 J E SEE F- ......... -------------------------­ -------------- 19, 76r C SHiET 3 t EQUALLY MAX.O.C. MAX. SPACED 72' ANCHORSPER BUCK MAX. EQUALLY TABLES 17-2I HEIGHT SUCK 63" SPACED HEIGHT ANCHORSPER MAX. SHEETS ESHEETS TABLES 17-27 BUCK HEIGHT 9-16 0- x i15.67' I - i o x x 0. x MAX.O.C. 8'MAX. 8'MAX. - SEESILL WEEPHOLE SEE SILL U - WEEPHOLE DETAILS, 4*O.C. MAX. DFT 4*D.C. 3*MAX SEE SILL --a SHEETS BETWEEN EEPHOLE 4*D.C.BETWEEN EPHOLES S EPHOLES DETAILS, WEEPHOLES 3'MAX 75"MAX.BU 75-MAX.BUCK WIDTH — 140"MAX.BUCK WIDTH I SHEET� BETWEEN w L BUCK I SHEET3 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION — ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER STANDARDS USED: :2014 FLORIDA BUILDING CODE(FEC),=5TH EDITION 1)THIS PRODUCT HAS BEEN DESIGNED 8.TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ASTM E1300-09 EC 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. -ANSYAF&PA NDS-2012 FOR WOOD CONSTRUCTION 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 -ALUMINUM DESIGN MANUAL,ADM-2010 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE, I-AISI-SI0D-07IS2-2010 4)ALL WOOD SUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS ZX ARE 1-1/2"THICK ORGREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNEO 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 5)ANC HOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN,EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS ................. I 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)114^MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS 7)DESIGN PRESSURES: .............. 2 INSTALLATION,FLANGE 9 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. EQUAL LEG/BOX............ 3 EL POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL 9 CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN &J-CHANNEL...................... 4 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 GLAZING DETAILS_.....................5 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DESIGN PRESSURES...................6-8 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION, ANCHOR QUANTITIES.................9.16 10)REFERENCES:TEST REPORTS FrL-8072.8073&8074;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER EXTRUSION PROFILES&BOM 17 SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL ASSEMBLY.....................................18 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. PRODUCT REVISED USER INSTRUCTIONS: w cump)yh%with U.-Florida Building Cod. 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. A­pl� No 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE 1)AND Revlaed Expiration Dal .'', .,1*4;"'..� ,/- REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING ............ A)ADDE JR 05105/16 SO SPACERS TO By TABLES 6-16(SHEETS 6-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING SHEET Pr cI*C - Revised Or Date: OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 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 ft4slo. CONDITIONS. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 0-16).VERIFY THE ANCHOR/SUBSTRATE WILL MEET D­rIptiDrown By; - REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3.AND THAT ALL MIN,REQUIREMENTS FROM THIS SHEET Ck GENERAL NOTES&ELEVATION SET ARE MET. OWSKI S)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET FOR __7; 0 INTEGRAL FINIJ-CHANNEL INSTALLATION. 1070 TECHNOLOGY DRIWVE 771tv t..* USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. N.VENICE, FL 34275 P.O. BOX 1529 HORIZONTAL ROLLER-LM 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL.FLANGE, sh NOKOMIS:FL 34274 S�6-/M.d.h INTEGRAL FIN OR EQUAL LEG/BOX),SEE FIGURE 8 ON SHEET 2, A. t L. Dmwln No. Raw CERT.OF AUTH. #29296 HR-5510 1 OF 18 m REA58705 NTS A TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE e GlassFrame Glass Description(Listed from Exterior to Interior) Types Options Installation Type Substrate Option Detail Sheet Conditions 5 7/8"Laminated I.G.:1/8"A Exterior Cap+7/16"Air Space+5116"Laminated;(2)Utes of 118"A Glass with.090"PVB Intedayer (see Fig B) (see Table 1) 6 7/8"Laminated I.G.:1/8'T Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Intedayer Through the Into 2X Wood Frame/Buckaldp-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)Liter of 1/8"A Glass With.090"PVB Intedayer (#1) 1 4 Through the frame....Into 2X Wood Frame/Buckslrip-sheet 4,option 6 8 7/8"Laminated I.G.:3/16"T Exterior Cap+318"Air Space+5/16"Laminated;(2)Liles of 1/8"A Glass with.090•PVB Intedayer of(he window...... ....into Metal-sheet 4,option 7 10 7/8"Laminated I.G.:1/8"T Exterior Cap+7/16'Air Space+5/16"Laminated;(2)Lies of 1/8'H Glass with.090'SG Intedayer into 2X Wood Fmme/Bmkstdp-sheet 3,option 1 11 7/8"Laminated I.G.:3/16"A Exterior Cap+318'Air Space+5116"Laminated;(2)Utes of 1/8"H Glass with.090"SG Intedayer Flange Through the frame ....into Concrete/CMU-sheet 3,option 2 12 7/8'Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Lites of 1/8"H Glass with.090"SG Intedayer (#2) 1-4 of the window..........through 1X Buekstrip Into Concrete/CMU-sheet 3,option 3 14 718'Laminated I.G.:1/8"T Exterior Cap+5/16'Air Space+7/16'Laminated;(2)Utes of 3116'A Glass with.090'SG Intedayer fita Metal-sheet 3,option 4 15 7/8"Laminated I.G.:3/16'A Exterior Cap+1/4"Air Space:+7/16'Laminated;(2)Utes of 3116"A Glass with.090'SG Intedayer Through the ....Into 2X Wood setFre4.option rip-sheet 4,option 5 Integral Fin integral fin...... ....into Metal-sheet 4,option 8 1 4 16 7/8"Laminated I.G.:3116"T Exterior Cap+1/4'Air Space+7/16"Laminated;(2)Utes of 3116"A Glass with.090'SG Intedayer (43) Through the frame ....into 2X Wood Fmme/Buckstrip-sheet 4,option 6 SEE SHEET 6,TABLE 5 FOR GLAZINGIDESIGN PRESSURE/ANCHORAGE INDEX. ofthe window...... ....into Metal-sheet 4,option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7.11 8 15 ...Into 2X Wood Frame/Buckstdp-sheet 3,option 1 Min.Edge Min. ' MAY NOT BE USED IN THE Box/ Through the frame ....Into Concrete/CMU-sheet 3,option 2 Group Anchor Substrate HVHZ ABOVE 30'. Eq(#4)ual-Lag 1-4 Distance F1r(bedmenN of the window...... ....through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 • ....into Metal-sheet 3,option 4 #10 SMS P.T.Southern Pine(SG=0.55) 7/16" 13/8" MIN.OF 3THREADS (steel, SIVI8-8 S.S. Steel,A36* 3/8" 0.050" BEYOND THE METAL Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Ga.) SUBSTRATE.FOR "A"=ANNEALED Or 410 S.S.) STEEL STUDS, "H"=HEAT STRENGTHENED " 0.050" MIN.Fu=45 KSI& FIGURE B:FRAME TYPES 'T"=TEMPERED P.T.Sollthem Pine(SG=0.55) 7/16" 13/8" MIN.Fy=33 KSI. 'PVB'_.090'BUTACITE®PVB 3/16"steel Ultracon Concrete(min.2.85 ksi) 1" 13/8" a BY KURARAYAMERICA INC. Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" "UNGROUTEO CMU* VALUES MAY BE 1^2�--'r "SG"=.090"SENMYGLAS® #12 SMS P.T.Southern Pine(SG=0.55) 9116" 13/8" USED FOR GROUTED v 0� �O INTERLAYER BY KURARAY Steel,A36• 3/8" 0.050" CMU APPLICATIONS. AMERICA,INC. B (steel,18-6 S.S. Steel Stud,A653 Gr.33• 3/8" 0.0451'(18 Ga.) INSTALLATION NOTES.SEE SHEETS 3 84 FOR ILLUSTRATIONS: BOX OR or 410 S.S.) Aluminum,6063-T5• 3/8' 0.063" EQUAL- 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON FLANGE Concrete(min.2.85 ksi) 1" 1314 LEG 1/4'steel Ultracon TABLES 2&3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE C Ungrouted CMU,(ASTM C30) 2-1/2" 1-1/4" DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE 114"steel Creteflex Concrete(min.3.35 ksi) 1" 1-3/4" USED ON ANY SIDE OF THE WINDOW. 114"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 1-3/4' 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-318' 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO 1/4"steel Creteflex Concrete(min.3.35 kSl) 2-112" 13/4" BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE /�o Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1l4" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD (�\J (3 1--/ 0 D 1/4"steel Creteflex BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X `J �l P.T.Southern Pine(SG=0.55) 1• 1-3/6" BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY J-CHANNEL INTEGRAL 1/4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-112" 1-318" TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND FIN P.T.Southern Pine SG=0.55 1" 1-3x8" INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR 1/4"steel Aggre-Gator Grouted CMU,(ASTM C-90) 2' 2" ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. O0 PRODUCT RC•V1SED as complying with the nonda Min.Edge Min. Building Code ,fl Group Anchor Substrate4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. Acceptance No Distance Embedment! ReHaed 9y: Date: ReNelon: imtion Detc E 2-117 x.131'Common Nail P.T.Southem Plne(SG=0.55) 318" 2-7/16" 2-1/2"Ring-shank Rooting Nag P.T.Bootham Pine(SG=0.55) 310" 2-7118" ._-_. Oy Revised W. DON: Revhlan: A1iam Da a ProditcA P.T.Southam Pine(SG=0.55) 1/2" 13/8' #10 Trusahead SMS A urninum,6063-T5• 318' 0.050' (steel,18-8 S.S. 3331800451 (18 Ga) - -- Drawn Or Stud,Gr. • " . " . ® DeacrlDDaw oralos.s.) MIN.oF3 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F Steel,A36* 318" 0.050" THREADSBEYOND P.T.Southern Pine(SG=0.55) 9116" 1318' ''' #12 SMS THE METAL 1070 TECHNOLOGY DRIVE 71tfe: tea' Aluminum,6063-T5• 31e" 0.083' SUBSTRATE.FOR :'.`;°•, '..' N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 (steel,18.8 S.S. Steel Stud,Gr,33• 318" 0.050' STEEL STUDS, ; "; 'a.. P.O. BOX 1529 1 or 410 S.S.) MIN.Fu=45 KSI 8 .:, ,: NOKOMIS: FL 34274 Serte mel; Seale: Sheet• DrodnA No. Rer. Steel,A38• 3/8" 0.050" MIN.Fy=33 KSI. A.LYNN.MILLER,P.E. CERT. OF AUTH. #29296 HR-5510 NTS 2 OF 18 MD-HR5510-01 A P.E.#58705 i INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION ANCHORED THROUGH FRAME AND 1X INSTALLATION EMBEDMENT AND EDGE OPTION 4 &R@OR 23 BUCKSTRIP INTO CONCRETE/CMU. OPTION I /'—DISTANCE PER SUBSTRATE, IN NOTES SHEET 2 (SEE SHEETS") SEE NOTE 2.SHEET 2. .STANCE SEE TABLE ANCHORED THROUGH TYPICAL FOR ALL ANCHORED THROUGH EDGE DI 2,SHEET 2. FRAME INTO METAL FRAME INTO 2X WOOD "XO"OR"OX"SASH 1/4-MAXSHIM FRAME OR BUCKSTRIP, 1 29 EMBEDMENT SEE NOTE 2,SHEET 2. 114*MAX.SHIM 20 19 16 0 ___T 13 /--(B LE 28 FLANGE EMBEDMENT #10 OR#12 STEEL 40 E= FRAME SMS(GS).SEE OPS SH EDGE SHOWN TABLE 2.SHEET 2. DISTANCE u 114MAX 2 FIXED 28 TYP.ANCHORTYPE, 13 LITE EMBEDMENTAND VISIBLE I EDGE DISTANCE PER LIGHT WIDTH SUBSTRATE,SEE 72 TABLE 2,SHEET 2. 1. 85 87 DADE APPROVED MULLION,K 29 FBC COMPLIANTT VISIBLE 42 ALUMINUMISTEEL FRAMING FLANGE LIGHTWIDTH EXTERIOR OR STEEL STUD.MAY BE FRAME 72 24 OR g25 OR 26 14 4 EQUAL VISIBLE FIXED VERTICAL OR HORIZONTAL SHOWN 8 LEG AT MID-SPAN OF INTERLOCK LIGHT SEE SUBSTRATE PROPERTIES. (SEE SHEETS 6-8)TYPICAL FOR ALL 111), LITE FRAME 1 3-112*FROM EACH SASH HEIGHT TABLE 2,SHEET 2 "XO"OR"OX"FIXED MEETING RAIL SHOWN CORNER AND(1)AT CENTER OF BUCK WIDTH SASH STILESIRAILS L_�J_ 28 29 HORIZONTAL SECTION A-A(OX) 22 OR n23 BUCK 30 16 is 16 HEIGHT EXTERIOR — (SEE SHEETS 6-8)TYPICAL T_ OPERABLE OPERABLE ;3 40 20 OPERABLE FOR ALL")(OX"SASH VISIBLE SASH F] SASH 37-39 SASH @ 21 R 2@2 @ 0 OR LIGHT 0 (SEE SHEETS 6-8) HEIGHT 28 ❑0 TYPICAL FOR ALL SASH— 41 FIXED II 45 47 VIS BLE LITE VISIBLE &­\ LIGHT 10 LIGHT WIDTH al 29 FLANGE WEEP FRAME 87 NOTCHES 80 29 SHOWN 314'X1/4• 0 VISIBLE 42 EXTERIOR 0 1-1/4'X 1/4' 34 25 OR 6 @ LIGHT WIDTH 4) 2 (SEE SHEETS" 14)TYPICAL FOR 15 4 ALL°XOX" 33 ­MAX ED MEETING RAIL BUCK WIDTH SHIM HORIZONTAL SECTION E-E(XOX) EQUAL-LEG PRODUCT REVISED EQUALLEG • INSTALLATION AS PER SECTION A-A ABOVE RAME ..omplying with the Flodd.-' SH Accaptmw Nn 16.07 l FRAME SHOWN OWN Reweed 8y: Data: INSTALLATION EMBEDMENT OPTION 2 r By ANCHOREOTHROUGH Revised Q), Data.'�Revision, 2 FRAME DIRECTLY INTO CONCRETEICMU. EDGE odec6ptip. Drown By: O� S TYP.ANCHO PE, LIGHT FORMULAS -f 1(6 S, FLANGE&EQUAL-LEG/80X FRAMES KI RTY DISTANCE VISIBLE LIGHT FORMULAS EMBEDMENT AND EDGE-/VERTICAL (EQUAL-LITE,XO&OX) DISTANCE PER SUBSTRATE, 1070 TECHNOLOGY DRIVE, 77114. SEE TABLE 2,SHEET Z SECTION B-B WI DTH:BUCK WIDTH/2.4.1/4' N. VENICE, FL 34275 HEIGHT:BUCK HEIGHT-7-I14' P.O. BOX 1529 HORIZONTAL ROLLER-LM 05/15/15 NOKOMIS,'FL 34274 S"i"llf.dal, Dralng No. CERT.OF Aum.129296 HR-5510 18 MD-HR5510-01 A INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 ' INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 OROOR 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NS SHEET2 (SEE SHEETS 6-8) NOTE 2,SHEET 2. OTE ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X �.- EMBEDMENT FINIFLANGE REMOVED) 'XO'OR"OX"SASH O WOOD FRAME OR BUCK- 16 29 STRIP.SEE NOTE 2, EDGE 114"MAX.SHIM 19 16 30 28 EDGE SHEET 2. DISTANCE 13 20 40 OPERABLE 43 SASH DISTANCE J-CHANNEL #10 OR#12 STEEL 37-39 - - FRAME SHOWN 1 SMS(G5),SEE 1 TABLE 2,SHEET 2. 28 i [3 TYP.ANCHOR TYPE, or iuccz:)L-j ❑ 1 41 �I i� 1 EMBEDMENTAND 1 ❑�❑� 1/4'MAX SHIM FIXED o ❑ SEDGEUBS DISTANCE PER LITE _ VISIBLE a❑ SUBSTRATE,SEE TYP.ANCHOR TYPE, FIN AND/OR ❑�� =:Tir LIGHT WIDTH TABLE 2,SHEET 2. EMBEDMENT AND EDGE FLANGE MAY BE (SCREW SHOWN) DISTANCE PER SUBSTRATE, REMOVED IN-FIELD 72 O SEE TABLE 3,SHEET 2. a� 'I 85 87 FIN ' FRAME 13SHOWN DADE APPROVED MULLIO N, 0 VISIBLE 42 EXTERIOR 0 2g FOC COMPLIANT LIGHT WIDTH �(, ALUMINUM/STEELFRAMING 72 OR 25 OR 26 14 3 24 OR STEEL STUD.MAY BE (SEE SHEETS 6-B)TYPICAL FOR ALL VISIBLE FIXED VERTICAL OR HORIZONTAL LIGHTLRE SEE SUBSTRATE PROPERTIES, "XO'OR"OX"FIXED MEETING RAIL INSTALLATION BUCK WIDTH HEIGHT TABLES 2 8 3,SHEET 2. HORIZONTAL SECTION C-C(OX) 22 23 OPTION 8 (SEE SHEETS 6-8) ANCHORED THROUGH TYPICAL FOR FIN INTO METAL 29 30 16 1g 16 ALL"XOX" (FLANGE MAY BE REMOVED) 28 BUCK EXTERIOR OPERABLE 20 OPERABLE 43 SASH SASH40 SASH HEIGHT _r 37-39 _- � o - #10 Oft#12 STEEL VISIBLE lri�o ~ { -�r SMS(GS),SEE 21 OR(22 OR 23 LIGHT OPERABLE O � i: I I I { ' O TABLE 2,SHEET 2. HEIGHT (SEE SHEETS 6-8) SASH JJ� IL.1 28 FIXED TYPICAL FOR - 41 - El ALL SASH 16 I I I VISIBLE I LITE _ VISIBLE _ 86 45 47 ❑a O "----^^II LIGHT WIDTH ttt� - --,( LIGHT WIDTH II"�� �❑ OPT. ----- 80 81f-----, FIN I{ o o II o FRAME 87 85 WEEPc -- NOTCHES 29 29 SHOWN Oa C ] 42 EXTERIOR OO 3/4'X1/4' 25 OR 26 LIGHTIWIDTH 3 72 14 �L J-CHANNEL I 1-1/4'X 114" (SEE SHEETS 6-8)TYPICAL FOR v 1 FRAME 15 ALL"XOX'FIXED MEETING RAIL SHOWN 33 ❑ BUCK WIDTH 3 1/4'MAX HORIZONTAL SECTION F-F(XOX) PRODUCT REVISED I o SHIM (1)AT MID-SPAN OF INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE °°ae Y�eS hntttiffi$ i FIN FRAME 43 (1)3-1/2'FROM EACH SASH A T CORNER AND(1)AT CENTER OF .` .:. Revised By: Dae. Reviston: L, 'ietion Daic �2a SHOWN T SASH STILES/RAILS TVP.ANCHOR TYPE, G EMBEDMENTANDi��=''''<ti Revised By: Date: Revislon: MiaOt ade Paodacr Coa EDGE,DISTANCE PER EDGE DISTANCE SUBSTRATE,SEE SEE ;p; G3%;r TABLE 3,SHEET 2. --1 EMBEDMENT _ ® Deecrlpfion: Drown W. VISIBLE LIGHT FORMULAS Ct J-CHANNEL&INTEGRAL FIN FRAMES J ROFORMULASKI VERTICAL *416[b INSTALLATION OPTION 5 (EQUAL-LITE,XO&OX) '<±;i. 1070 TECHNOLOGY DRIVE 77tle: lmte: ANCHORED THROUGH INTEGRAL FIN SECTION D-D `"' '' WIDTH:BUCK WIDTH/2-4-1/4' _!;•,�,� ;1 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. �i,.;-� I;i,l ';,�•�` NOKOMIS, FL 34274 Ssries/Model. Scale: Sheet• Drvw(np No. Rer. A.L1't•1,1•(ty1{4LIl2;P.E. CERT. OF AIfTH. 29296 HR-5510 NTS 4 OF 18 MD-HR5510-01 A i PAR 58705 fcv—SILICONE STRUCTURAL —�{ 71W NOM. --�{ 7/8"NOM. �-'+— —�I 718"NOM. –�{ 7/8'N M. POLYISOBUTYLEN 114•NOM. WITH DESICCANT KODISPACE 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB EXT'.GLASS 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 76 4SG TPS 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR INT.GLASS 76-79 76-79 76-79 78-79 ALUMINUM REINFORCEMENT GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 5116"NOM. BUM& DESICCANT 7/8"NOM. --►-{ 7/8"NOM. 7!8"NOM. —►{ 7/8•NOM. �+-- FOAM 77 DURASEAL® I I I I I EXT.GLASS SPACER 5/16"H/H SG 5/16"H/H SG 5/16"H/H SG 7/16"AIA SG 7/16"AIR SPACE3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE INT.GLASS 1/8"T GLASS \ \ 3/16"A GLASS 3/16"T GLASS 1/8"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR EXTERIOR HOT-MELT BUM STRUCTURAL 7&78 76-78 76-79 76-79 SILICONE 3/16"NOM. - TN FOAM WITH GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 DESICCANT SUPER EXT.GLASS 78 S PACERW NXT 7M 1/2"NOM.GLASS 718"NOM. 7/8"NOM. 76-79 BITE TYP. 72 0 74 7/16"A/A SG 7116"A/A SG INT.GLASS EXTERIOR GLASS TYPES 5,7,q-E 1/4"AIR SPACE 1/4"AIR SPACE MAY NOT BE USED HVHZ�ABOVE 30'. POLYISO•VINT.GLASS NT FILL AREA 28 3/16"A GLASS—, 3116"T GLASS BUTYLENE5116"NOM. 29 75 a EXTERIOR a EXTERIOR GLASS TYPES 10-12&14-16 SEAL 29 'MAY NOT BE USED WITH LICONE SEAL FIN OR INTEGRAL ROLL-FORMEi0 7s•7s 76-7s �FIN FRAMES STAINLESS STE XL EDGE 33 PRODUCT REVISED w complying withtlw Florida fi EXT.GLASS79 SPACER �❑ GLASS TYPE 15 GLASS TYPE 16 Baildiag Cede o ncccpteace tae 11-o 14•!a ''.tion Delo %(j . ..'.,.;.. R.W"d W. Date: A)ADDED SPACERS, •�.•:;. % JR 05/05/16 MOVED CLSTR.DETAILS. By TYP. GLAZING DETAIL ReAsod Dr Dote: Revlafon: MiV� Oode Pradaor' "A•=ANNEALED - ^.- ?ff. DeaoriPOon: Drown By: Psrtg Description Msterlel "H'=HEAT STRENGTHENED - �- _I" TEMPERED �. / GLAZING DETAILS J ROSOWSKI 76 Kom meding 430 TPS Spacer System •PVB"_.090"BUTACITE®PVB BY KURARAY AMERICA,INC. `K 1 G ' �'�" �� 1070 TECHNOLOGY DRIVE Title: Rota: 77 OuanaxSuper 5p6cerNCTwilhHot Melt Bulyl See this "SG"=.090"SENTRYGLAS®INTERLAYER BY KURARAY ...;.;,,�,,,.•;•_.;' N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW-LM 05/15/15 78 Ouenex Duraseal Spacer Sheet for AMERICA,INC. P.O. BOX 1529 Materials NOKOMIS;FL 34274 SeAas/Modek Srnle: Sheeh Drowing No. Rev: 79 Cenilnel M Edge Spacer FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1, A!LYN.N.MILI:EF' P.E CERT. OF AllTH. $29296 HR-5510 NTS 5 OF 18 MD-HR5510-01 A REFERENCE TEST REPORTS:FTL-8717,8968&8970 SHEET 2. P.H.0 58705 J TABLE 5: Index to All Design Pressure and Anchor Quantity Tables M.X. Met. Glass Roinf. Design Pres-fe Anchor Quantity TABLE 0: TABLE 7: Coneg' Width Height Type Lovel Glass Types Design Pressure(lbsffe) Glass Types Design Pressure(lbsfft2) Table sesttt Table a 5-8 forXOorOXWindows 5'e for XO or OX Windows 54' 1 6 6 17 9 54• 2 7 6 18 9 Feint Level Rt All Buck Heights up to 54" Relnf.Level R2 All Buck Heights up to 54" 75' 63• 5 3 8 7 19 10 72• 4 10 B 20 to All Buck Widths +50/-50 All Suck Widths +65/-70 XO 54' 1 6 6 17 9 up l0 7S up to 7S or 54" 2 7 6 18 9 SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE OX 75' 63' 6.8 3 8 7 19 10 63" 4 11 8 21 11 7r 4 10 8 20 10 JU 7S 76' 10-12 4 12 8 22 11 14.16 4 12 8 22 11 O n O 5.8 3 9 7 23 12 HEADER HEADER 12V 63" 5&6 4 13 6 24 13 )OX 7&6 4 14 8 25 14 10.12 4 15 6 26 15 140• 63' 14-16 4 18 8 27 18 0 O —� 4'MAX.D.C. SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 21 FOR WINDOWS WITH O 21 LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT 7t5-AINCHOR FRAME TYPES& FRAME TYPES& STER DETAIL CONFIGURATIONS) O CONFIGURATIONS) 21 0 21 4'MAX.O.C. f-+— EXTERtXt � SILL EXTERIOR SILL nor a a 4-ANCHOR SASH WIDTH snsH WIDTH CLUSTER DETAIL (] o o MEETING RAIL O� e e MEETING RAIL ❑ 25 4'MAX.O.C. —� �-+— o 0 24 0 0 21 21 0 21 21 e JAMB EXTERIOR JAMB EXTERIOR ��/ 3-ANCHOR a V o o o PRODUCT REVISED CLUSTER DETAIL NOTES: Builrl d gyOode ing � Florida 1)USE THESE TABLES FOR ALL WINDOWS Acocptance No)/o-0 4 INSTALLED THROUGH THE FRAME OR Rerfaed W. Date: Revte%n: 'rotina Date INTEGRAL FIN. JR 05/05/16 A)MOVED CLUSTER B � 2)FRAME DIMENSIONS ARE BUCK WIDTH AND DETAILS AA eml lode Prodaol Cost:s�l/ B•MAX.O.C. BUCK HEIGHT(SHEETS 3-4).SASH SIZE IS AS ReNaed By: Dote: ReNefon: 4'MIN.O.C. I PER THE FIGURE. - - 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHTDrown W. DIMENSION SHOWN ON THE TABLE. '.� ® Dncriptlort: 4)'11412-1/4"AND"1/3-1/3-1/3"INDICATE THAT DESIGN PRESSURE TABLES J ROSOWSKI 2-ANCHOR THOSE STANDARD SASH CONFIGURATIONS �' <I 1070 TECHNOLOGY DRIVE Title: Die / FALL WITHIN THE SASH WIDTH RANGE IN THE N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 CLUSTER DETAIL ADJACENT COLUMN."CUSTOM'INDICATES p-0. BOX 1529 THAT NO STANDARD SASH CONFIGURATIONS "��•; NOKOMIS;FL 34274 Serfee/Mode1. Scnfe: Sheet: 0—Ing Mo. R— FALL WITHIN THE RANGE. p.LY1JNMILLERP.E CERT. OF AU1H. Q29298 HR-5510 NTS 6 OF 18 MD-HR5510-01 A P.E.tt 58705 TABLE 8: Glass Types Design Pressure(Ibs/fe) 5-e forXO or OX Windows Rent Level R3 All Buck Heights up to 63' All Buck Widths HEADER up to 75' +50/-50 SEE TABLE 19 FOR ANCHORAGE TABLE 9: Glass Types Design Pressure(Ibsfft)for XOX 22 5-8 as Sash O Cotdigwation Width windows Rein[.Level Range(n) Window Buck Height SASH R3 48' 64° 1 63" HEIGHT 35114' !&Y-Y, 11.391-11.391 +50.0 1 50.0 +50.0 -50.0 +50.0 50.0 38" 12.308-12.308 +60.0 50.0 +50.0 50.0 +50,0 50.0 , O22 11.391-13.397 +50.0 -50.0 +50.0 50.0 +50.0 -50.0 45718" %% 13.398-14.683 +50.0 50.0 +50.0 50.0 +50.0 50.0 11.391-72297 +50.0 50.0 +50.0 -50.0 +50.0 50.0 47-74" -% 12298-75.558 +50.0 50.0 +50.0 50.0 +50.0 50.0 Custom 11.391-12.016 +50.0 50.0 +50.0 -50.0 +50,0 -50.0 E 10R SILL c 52-116' %%% 12.017-13.397 +50.0 50.0 +50.0 50.0 +50.0 -50.0 Y.-%-Y, 13.398-17.016 +50.0 -5110 +50.0 •50.0 +50,0 -50.0 o Custom 11.391-13.397 +50.0 -50.0 +50.0 •50.0 +50.0 50.0 SASH WIDTH 60" %-%% 13.398-15.360 +50.0 -5QO +50.0 50.0 +50.0 -50.0 19.641 +50.0 50.0 +50.0 50.0 +50.0 50.0 Custom 111.391-13.397 +50.0 -50.0 +50.0 -50.0 +50.0 50.0 e MEETING RAIL 75" %%-Y. 13.398-19.110 +50.0 50.0 +50.0 -50.0 +50.0 .50.0 0 %-Y,-% 19.111-24.641 +50.0 -50.0 +50.0 -50.0 +50,0 50.0 25 0Custom 18.360-19.397 +50.0 -50.0 +50.0 -50.0 +49.1' -49.1' 22 22 0 96" y4-%-y4 19.398-24.360 in +50.0 50.0 +50.0 -50.0 JAMB E ERIOR Custom 24.361-30.360 +50.21 : 21 +"17 50.0 +50,0 50.0 -30.360 +50.0 50.0 +49.1• -09.1' /a--':- 0 '+60)-50 FOR GLASS TYPES 6-8 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 B as complying with the Florida CONFIGURATIONS) 6:1cptlmcediag Cod, AccNk+ -p .rrf Rewsad DI': Oats: Revhfon: piratian Dale r By '- Reweed By: Date, Rewsian: \liazn Dade['radnd Eoe ® Deeedpt7on: Drown BY: 6 1`(-�6 : DESIGN PRESSURE TABLES J ROSOWSKI NOTES: 6 _', 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 1070 TECHNOLOGY DRIVE 7iDs: B' 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 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEM AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. P.O. BOX 1529 4)"1/4-1/2-1/4'AND"113-1/3.1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH NOKOMIS: FL 34274 Serlee/Modee Seale: Sheet: D-.1""No. Rer. RANGE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN ,A.LYNN.MILtiEFl,P.E. CERT. OF AUfH. 29296 HR-5510 NTS 7 OF 18 MD-HR5510-01 A THE RANGE. P.E.#58705 TABLE 11: _ TABLE 12: _! TABLE 13: Glass Types Design Pressure(ibs/ftz)for Glass Types Design Pressure(lbsffe)for Glass Types TABLE iD: 5.8 tatz&14.16 5&6 sasn sash Design Pressure(Ibslft2}for XOX Windows XO or OX Windows XO or OX Windows vadth Rotnt Love) ConfgumUon Reins.tevei Window Buck Height ReinC Levet Window Buck Height Range(in) Window Buck Height Glass Types Design Pressure(Ibslff2) R4 36' 48• 54' 63' 6-8 Rd 48" 54" 63" R4 54" 63" T6' forXOorOXWindows 25.172" +66.0 -70-0 +65,D 40.0 +85.0 -700 25•t/Y +65,0 -110.0 +65.0 -110.0 +65.0 -110.0 Custom 11.391-13.397 +65.0 -74.0 +65.0 48.0 +65,0 -70.0 +65,0 55.3 ReUd Level R4 - A11Buck Heights up to 72" 281, +650 -70.0 +6&0 -70.0 +65,0 -70.0 S 28" +65.0 -110.0 +65,0 -110.0 +65.0 -110.0 60' Y-%-y4 13.398-15.360 +65.0 -70.0 +65.0 -70.0 1+65.0 70,0 +65,0 1 -70.0 36" +65.0 •70.0 +65.0 •70.0 +65.0 -70.0 W, +65,0 -110.0 +65,0 •110.0 +65.0 •110.0 %-%-Ya 25361-19.641 +650 70.0 +65.0 70.0 +65.8 -70.0 +65.0 -70.0 All Buck Widths _ up to 75' +50/-50 m 4Y +65.0 •70.0 165.0 -T0.0 +65.4 -70.0 42" +65,0 -110,0 +65.0 -110.0 +65,0 .110,0 Custom 11.391-13.397 +65,0 -70.0 +65,0 59.0 +63.3 53,3 +53,2 -53.2 48" +650 •70.0 +65.0 -70.0 +65,0 -70.0 48" +65.0 -110.0 +65.0 •190.0 +65.0 -110.0 9 76' �-%_y4 13.398-19.110 +65,0 -70.0 +65.0 -70.0 +65.0 -66.5 +56.2 "58.2 SEE TABLE 20 FOR ANCHORAGE 'F y--%-% 19,111-24.641 +65,0 -70.0 +65-0 -70,0 +65.0 70.0 +65,0 -66.0 � fi0" +650 •70.0 +65.0 -70.0 +65.0 -700 � 80" +65.0 -010.0 +85,0 -110.0 +65.0 -43.9 75" *&50 -70,0 +65.0 -70.0 +64.3' 54.3' TV +fi5.0 -1701 +65.0 -103-5 +851 -80,0 ,,ccam� Custom 18.360-19.397 +65,0 -70.0 +69.9 -69.9 +55.5 55.5 *48.1 -49.1 1x 96' %-%-Y, 19.398-24.360 +65.0 70,6 +62.1 -621 +58.0 58.0 +603 -50.3 "+651-70 FOR GLASS TYPES 6.8 SEE TABLE 22 FOR ANCHORAGE SEE TABLE 21 FOR ANCHORAGE Custom 24.361-30.360 +65.0 -70.0 +651 -70.0 +65.0 57.3 +57.0 57.0 TABLE 15: p 120• Y,-Y,-y - -30.360 +65.0 1 -70.0 +59.9 59.9 +55.5 55.5 +49.1 -09.1 Glass Types Design Pressure(Ibstft2)forXOX WINDOW WIDTH-59.28 SEE TABLE 24 FOR ANCHORAGE O2 Bash Sash HEADER "MIN.SASH SIZE= Width Windows TABLE 14: 2 Raint Level Conffgurattol Range(n) Window Buck Height Glass Types R4 48' 1 54" 1 63' 7&8sash Bash Design Pressure(ibs/ftz)for XOX Windows CAn �Uon Wi (i Custom 11.391-13.397 +85.0 -110.0 *85,0 -110.0 +85.0 .110.0 FieldFieldLevel 79 Rangee(in) Vyirdow Buck Neigh 60" Y-Ya-Y. 13,398-15-360 +6&0 -110.0 +65.0 -110.0 +65,0 -110.0 R4 36' 48' 54" 63• Y.-Y,-Y. 15.361-19.641 +65.0 .110.0 +65.0 -110.0 +65.0 -110.0 23 Custom k13,393 -t&397 +65.0 -70.0 +65.0 -70.0 +65.0 70.0 +85,0 -70.0 Custom 16391-13.397 +851 -NO.q +65.0 -014.0 +65,0 -110,0 68" %-Y- -15.360 +651 -70.0 +65.0 -70,0 +65.0 40.0 *65.0 -70.0 "s} 75 Y4-y2-y4 13.398-19.110 +65,0 -110.0 +65,0 -110,0 +85,0 -110.0 SASH rte. �/a-%-'js -18.641 +65.0 -70,0 +65.0 -70.0 +65.0 70.0 +85.0 •70.0 HEIGHT 51.x2 Custom -13.397 +65.0 -700 +65.0 -700 +05.0 -70.0 +650 -70.0 -y-% 19.111-24.841 +85,0 -710.0 +65.0 -110.0 +651 -110.0 �E Custom 17.641-19.397 +661 -110.0 +65,0 -110.0 +65.0' -104,6' g 75' %.-� -19.110 +65.0 -70.0 +65.0 -70.0 +65.0 -70,0 +65.0 -70.0 90" �-Yi% 19.398-24.360 +65.0 -110.0 +65.0 -110.0 +65.0' -109.5• - + iYe -2-0,611 +65,0 -70.0 +65.0 70,0 +650 70,0 +65,0 .70.0 Custom 24,361-36641 +65,0 -110.0 +65,0 -110.0 +651 -110.0 Custom -19.397 +6&0 -70.0 +65.0 •70,0 +651 -70,0 +65,0• -67.2• w YY,-Y. 19.398-24.360 +65,0 -70.0 +85.0 -70.4 +&5.0 -70.0 +85,0' -68.8+ 120' Y-%-% 29.641-32515 +65,0 .110.0 +65,0 -110.0 +65.0• -11010 Custom 24.361-30.360 +65.0 -70.0 +65.0 -70.0 +85.0 -70,0 +66,0 .70.0 ''/a-�-''/a 32.616-39-641 +85.0 -710.0 +85,0 -119.0 +85.0 -110,0 Exr6Ri0R 120' %-%-y « -3036 -70.0 +65,0 .70.0 +65,0•0 +65.0 -70.0 +65.0 57.Y +651-110 FOR GLASS TYPES 71&12 SEE TABLE 26 FOR ANCHORAGE 4-00' Custom -39.841 +65.4 -110.0 +65.0 -110,0 +85.0' -504.6' a � SILL '+65/--70 FOR GLASS TYPE 8 SEE TABLE 25 FOR ANCHORAGE • WINDOW WIDTH-59.28 WINDOW WIDTH-60.72 0 "MIN.SASH SIZE_ MIN.SASH SIZE= 2 2 TABLE 76: Glass Types2 SASH WIDTH s 14-16 sash Design Pressure(lbs/ft)for XOX Sash youth Windows SECTION DETAIL Reinf.Level ConEgumOon Range(In) Window Buck Height o MEETINGRAIL FOR WINDOWS WITH R4 46" 1. 63• LEVEL R4 REINFORCEMENT Custom 11.391-13.397 +65.0 f•110.0 +65,0 .110.0 +65,0 -110.0 26 (REINFORCEMENTS SHOWN ed' %)/2-% 13,398-15.360 +65.0 410.0 +65,0 -110.0 +65.0 -110.0 IN FIGURES APPLY TO ALL Y.-Y.-Y. 15,381-19.641 +65.0 .170.0 +65,0 -110.0 +65,0 -110.0 23 23 o FRAME TYPES& Custom 11,391-13.397 +65.0 -110.0 +85.0 -110.0 185.0 -109.3 JAMB sxTeRM CONFIGURATIONS) GLASS TYPES 10-12&14-16 16 nn o MAY NOT BE USED WITH 75• %-Y2-Y4 13,398-19.110 +65,0 -110.0 +65,0 -110,0 +65.0 -1020 V o J•CHANNEL OR INTEGRAL PRODUCT REVISED '1tl Ye- 19,111-24.641 +65.0 -110.0 +65.0 -110.0 +65,0 -1029 FIN FRAMES as cevpptying wish tha"Fiark Buiidi I Code Custom 117.641-19.397 +65.0 -110D +65,0 -110.0 +65,0 -97.4 Acceptance No/6-0 j Revised Data: Rerlalon: H 'ration Daae 96' j-Y=-/ 19.398-24.380 +65.0 -110.0 +65.0 -110.0 +65.0 -92.6 W. •� Custom 124,361-31.641 +65,0 .110.0 +65,0 -110.0 +65.0 58.4 div 520" 'j0-'y f 29.841.32.515 +65,0 -110.0 +65.0 -109.8 +65,0 -84.3 Redsed tMte: Dade Pwdocl' D/: Reri cn: 32,516-39.641 +65.0 A%o +85.0 -105,0 +65,0 -80.8 1d0' Custom -39.641 +65.0 •110.0 +65.0 Descrip0on: By: - ® Df11wn « SEE TABLE 27 FOR ANCHORAGE �' -t,�" DESIGN PRESSURE TABLES J ROSOWSKI NOTES., 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE, 1070 TECHNOLOGY DRIVE 7711a: Dote: 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. >�':, <i ;.' P,O, BOX 1529 4)'114-1/2-1/4-AND"113-1/3.113"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE t`�' "' z'.'' NOKOMIS,FIL 34274 Seriaa/Modeh Scots: Sheat: Ororvtng Mo. Rev. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LYNN%MILLF�7,P.E- CERT-OF AttTH. lEt29296 HR-5510 NTS 8 OF 18 MD-HR5510-01 A P.E.#58705 TABLE 17: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor 5-BSpacing for"Integral- Group E Group F Sash 30"Height 36"Height 48"Height 1 54"Height 30"Height 36"Height 48"Height 54"Height Width Fin"Installation 3.8^ 4" Head E Head E Head E Head E Head Head Head E Head E Reinf.Level (n) 8 Sill E &Sill 0 &Sill ; &Sill &Sill &Sill &Sill &Sill R1 GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED Anchor Group A Anchor Group C as camPlYinV3 with tho Fhaid. 251/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 FOR OX WINDOWS(XO SIMILAR): Bu7diaeC"d° AccePtmce No 16.0 /4••1W?z v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ANCHOR QUANTITY nation Date , PER JAMB s 36" 17.397 1+C2+1 2 1+C2+1 31.1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 By m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: t•4°m Dade Prodoot Coe 3 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 OFAT THEFCHOCED SECTION O +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL v +2 ANCHORS AT THE SASH 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 () rc TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. 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+2131 > Anchor Group B Anchor Group D BEE ELEVATION,SHEET 1 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 �{ SEE ELEVATION,SHEET t r 28" 13.397 1+C2+1 J+C2+1 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 � SEE CLUSTER DETAILS,BHEEr 636" 17.397 1+C2+1 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 w `5 o 42" 20.397 1+C2+1 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+13 1+C2+1 _ ____ EE ELEVATION, O m r L/ O X / SHEET1 LO Lo �48" 23.397 1+C2+1 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE —ELEVATION, LD ON80" 29.397 2+C2+2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 m ,ISHEET1MEETING RAIL J pt e 75" 36.897 2+C2+2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Z `�t�i REPEAT ANCHOR PATTERN AT SILL SEE TABLE 6 FOR DESIGN PRESSURE =W V) UU X— d co 00 LU TABLE 18: FOR XOX WINDOWS: C>Z m o a Glass Types Anchor Quantities for XO or OX Windows ANCHOR QUANTITY o O YOQ t CO PER JAMB Z ti Z aF W 5-8 Sash 30"Height 36"Height 48"Height 54"Height 30"Height 36"Height 1 48"Height 54"Height W LL- Width Head Head Head Head Head Head - Head Head a HEAD AND SILL ANCHOR QUANTITY: J O E E E E E E E E 1+C3+2+C3+1 4 Reinf.Level Vin) $Sill &Sill &Sill 8 Sill _° &S01 &SIII —° 8 Sill &Sill (1)ANCHORATTHESASH F 0 rn +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL R2 Anchor Group ll +(2)ANCHORS AT THE FIXED SECTION ® Z laav5 Anchor Group A P Q rn +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL Z J F• 251/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(t)ANCHOR ATTHE SASH O Z v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. j Z 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 o O O O Y 36" 17.397 SEE ELEVATION,SHEET t = Co 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 B U D LID SEE ELEVATION,SHEET 1 U Z O 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET Q = _ 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 aeu •°sa0 sauas �--------I 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SEE ELEVATION, SHEETI •:;l;:l:. Anchor Group 8 Anchor Group D SEE X77T< 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ELEVATION, SHEETI SEE CLUSTER 45 28" 13.397 1+C2+1 L2+C2+2 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 c RAIL DETAILS, ; Y 38" 17.397 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 REPEAT ANCHOR PATTERN AT SILL SHEETS 42" 20.397 1+C2+1 3 1+C24r:2 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ��~ m NOTES: - �t-r/lG _ 0 48" 23.397 1+C2+1 3 1+C23 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 t)FRAME DIMENSIONS ARE BUCK WIDTH ; •g AOCh, AND BUCK HEIGHT(SEE SHEETS 34). 60" 28.397 2+C2+2 3 2+C 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Max.Anchor O.C. SASH SIZE IBAS PER THE FIGURES ON75" 36.897 2+C2+2 3 2+C2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Spacing for"Integral- Group F SHEETS 6-8. '. SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation 4" 2)FOR SIZES NOT SHOWN.ROUND UP TO •. •'i" ;t' \ THE NEXT AVAILABLE WIDTH OR HEIGHT A.'LVNtS MILLER,P.E. DIMENSION SHOWN ON THE TABLE. P.E.N 58705 A TABLE 19: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. 5-8 Sashht 36"HeiSpacing for"Integral- 30"Height 36"Height 48"Height 54"Height 83 Height 30"Heigght 48"Height 54"Height 63"Height Fin"Installation Width Head Head Head Head a Head Head Head Head Head Head Reinf.Level On) E E E E E E E E E Anchor Anchor &Sill &Sill &SIII &Sill &Sill &Sill &Sill &Sill � &SIII &Sill ' Group E. Group F R3 Anchor Group A Anchor Group C 3.5" q PRODUCIRSVISED A.,ao:apiyinli with Wm PiodUm 25-112" 12.147 1+C2+1 2 1+C2+1 31 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 B.RdingCuda Ac ptams Np l,(D-O"l t -..1 ^^ U 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 Expirmim Dme x 36" 17.397 1+132+1 2 1+102+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 By 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 Pdemn DadePradxbConuo 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 i+C2+1 4 1+C2+1 4 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 121 2+C2+2 131 2+C2+2 4 2+C2+2 14 2+C2+2 4 Anchor Group B Anchor Group D p 25-112" 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 4 .1+C2+1 41 1+C2+1 141 1+C2+1 2 1+C2+1 31 1+C2+1 14 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 I+C2+1 41 1+C2+1 4 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 4 1+C2+1 4 x 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 } i?5 O b CD rj) 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 i+C2+1 4 1+C2+1 4 IY 3 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+G2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 >-� 1100 Lr) 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 p v 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+G2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 JO� S°iv-i o X00 ' Z LL to W tD SEE TABLE S FOR DESIGN PRESSURE =W `— j "-• UU X-U2 d (>7 W— O 2 °D LLI -N TABLE 20: i"U1 9x10 z m O `r .-1 Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.G. o z a z ° Q - 5-8 Spacing for"Integral- F u. Width 30"Height 36'Height 48"Height 54"Height 63"Heightq1+C2+1 30"Height 36"Height 48'Height 54"Height 63'Height 72"Height Fin"Installation 1 Q Head n Head Head Head Head aHead Head Head n Head Head Head —I Sa Reint Leel fN E E E E E Effl E E E E Anchor Anchor F- Q R4 &Sill ", &Sill &Sill &Sill &Sill &Sill 7 &Sill &SIII ; &Sill &Silt &SIII Group E Group F Anchor Group A Anchor Group C 3 2" 4" 81 Z ¢ F-- 25-1121 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 51+C2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 C't F^ z 15 28" 13,397 1+G2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 51+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 LL W z aJan O o 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 i+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 o O N Sj m 42' 20.397 1+C2+1 2 1+C2+1 3 i+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 v z 0 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+G3+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- - -- - 0 ¢ Z = 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: at7)1 ...0 aua5 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 d 2+C3+2 4 2+C4+2 5 2+C4+2 5 AREBUFRAME DIMENSIONS ARE BUCK WIDTH AND •��;_ •„ ., Anchor Group B Anchor Group D BUCK HEIGHT(SEE SHEETS 34).SASH SIZE IS �tY;l,.._.�•. ?;r•'� 25-1121 IZ147 i+C2+1 2 1+C2+1 3 1+C2+1 4 1+G2+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+132+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 41 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 SHEETSSB. 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 i+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 SHOWN,ROUND UP TO •""�`'� al 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 THE NEXT AVAILABLE G (• 11 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 WIDTH OR HEIGHT 4vDIMENSION SHOWN ON '•;%!';••. ,,;.,,.,, 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 141 2+C3+2 5 2+C4+2 151 2+C2+2 2 2+C2+2 131 2+C2+2 14 2+C3+2 4 2+C3+2 5 2+C4+2 5 THE TABLE. 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+ +2 5 2+C2+2 2 2+C2t2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 �)'�r'�• 3)SEE SHEET 9FOR A ''±itt;ttti' SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MIL ER.P.E. TABLES. P,EX 611705 TABLE 2t Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 5-8 Sash 30P Height 36"Height 48"Height 54"Height 1 63"Height 30"Height 1 36-Height 48-Height 54"Hal Spacing for-Integral_1 Group F — Width Head Fin"Installation 4" , 11 Head. I- Head Head Head I' Head I Head Head Head 11:1"Head I I Reint Level (in) E 5 E E E E I &Sill E &S 9 E O.Sill E &Sill &Sill &Sill &Sill .2 &Sill a sill ill Sill a Sill R4 R1 - - I I I - Anchor Group A Anchor Group C PRODUCTREVISED as complying with the Florida 25-112" 12.147 I+C2+1 2 I+C2+1 31 1+C2+1 4 1+C2+1 4 I+C2+1 4 Building Code A;ccdptmce]NoIG^0 1 .1 _ �",44*,,� Im. tl 16 28" 13,397 I+C2+1 2 1+C2+1 3 I+C2+1 4 I+C2+1 4 I+C2+1 4 36" 17.397 t+C2+1 2 I+C2+1 3 I+C2+1 4 1+C2+1 4 I+C2+1 4 by BY I..,; �V Pro"..Cor�rr f.i.mi Fraduct tr 42- 20.397 NotAllowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 48- 23.397 I+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 I+C2+1 4 601, 29.397 2+C2+2 12 2+C2+2 3 2+C2+2 4, 2+C2+2 4 2+C2+2 4. 75" 3e.897- I 2+C2+2 I 77=2+2 -;f 2+C2+2 141 2+C2+2 4 2+C3+2 141 Anchor Group B Anchor Group D 25-1/2" 12.147 I+C2+1 121 1+C2+1 3 1+G2+1 41 1+C2+1 41 1+C2+1 4 1+C2+1 21 1+C2+1 131 1+C2+1 4 1+C2+1 4 I+C2+1 4 f6 28" 13.397 1+C2+1 2 I+C2+1 3 I+C2+1 41 I+C2+1 41 I+C2+1 4 1+C2+1 2 I+C2+1 131 1+G2+ u') 1 4 I+C2+1 41 I+C2+1 4 31 U.1 0 36" 17.397 I+C2+1 2 I+C2+1 3 I+C2+1 4 I+C2+1 4 I+C2+1 4 I+C2+1- 2 1+C2+1 3 I+C2+1 4 I+C2+1- 4 1+C2+1 4 C:) U) 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 I+C2+1 4 I+C2+1 2 I+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 "'a 0 6 1- r-- 411- 23.397 I+C2+1 2 I+C2+1 3 I+C2+1 4 I+C2+1 4 I+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 I+C2+1 4 I+C2+1 —4 cm 60- 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 4 2+C2+2 4 V7 0 29.397 2+C2+2 -,'t U — 0 "4 C> 2 -0 —F+—C LL LL 76- 36.897 1 2+C2+2 121 2+132+2 131 2+C2+2 4 2+C2+2 4 24C3+2 4 2+C2+2 2+C2+2 3 2+C2+2 41 2+C2+2 14 2+2 z-J .- SEE TABLE 11 FOR DESIGN PRESSURE (.5(.5 892 6 0 TABLE 22: LU 2 10 LLJ m 0 1 -1 GLASS TYPES 0 -j �mo Glass Types Anchor Quantities for XO or OX Windows 10-12&14-16 MAY d co 16-12&14.16 Sash NOT BE USED ;2� rl.1z LL Width 30"Height I 3F Height 48"Height W Height 63-Height 1 76-Height 30'Height 1 36"Height 48"Height 54*Height �Helght 76"Height WITH J-CHANNEL >- LL1 0 -01Head1- R INTEGRAL FIN -j Head 1'41 Head Head I'l Head Head Head Head I Head Head -E I Head -E Heald E Reinf.Level (in) E E EFRAMES &S11 8, ill &Si 'I &Sm &Sill &Sill &Sill &sill sill m & 11 &S1111 R4 Slit Si &Sill 1-- 0 Z as s Anchor Group A Anchor Group C < J U) 25-1/2' 12.147 3 —T 4 I+C2+i 5 I+C3+1 5 1+C2+1 21 1+C2+1 T+C2+ 1+C2+1 DF = Cf z E 28" 13.397 1+C2+1 2 1+C2+1 3 I+C2+1 4 I+C2+1 4 1+C3+1 5 I+C3+1 5 a z 71-3-S 9 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+10 0 4 1+C3+1 4 1+C3+1 5 1+04+1 5 m ON 427 20.397 Not I+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 6 I+C4+1 5 tE c) ELS -- -- W z 0 1 48* 23.397 I+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 J51 1+C4+1 15 < 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 -2+C3+2 4 2+C4+2 5 2+G4 75' 36.897NOTES: 2+C2+2 2 2+C2+2 131 2+C3+2 141 27F+2 4 2+04+2 151 2+r-4 1)FRAME DIMENSIONS ARE SUCK WIDTH AND — Anchor Group B Anchor Group D SUCK HEIGHT(SEE 25 12.147 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 5 I+C3+1 5 1+C2+1 2 1+C2+1 1+C2+1 1+C2+1 4 1+C2+1 5 1+C3+1 5r AS PER THE FIGURES ON :5 28" 13.397 I+C2+1 2 1+C2+1 3 I+C2+1 4 1+C2+1 .41 I+C3+1 5 I+C3+1 5 1+C2+1 2 I+C2+1 3 1+C2+1 41 I+C2+1 4 1+C3+1 5 I+C3+1 5 SHEETS 6-8. la 36, 17.397 I+C2+1 2 I+C2+1 3 1+C2+1 4 I+C3+1 4 I+C3+1 5 1+C4+1 5 I+C2+1 2 I+C2+1 3 I+C2+1 4 I+C3+1 4 1+C3+1 5 1+C4+1 5 2)FOR SIZES NOT -Z no 42" 20.397 1+C2+1 2 1+C2+1 3 I+C3+1 4 I+C3+1 4 I+C3+1 5 1+C4+1 5 I+C2+1 2 1+C2+1 3 1+C3+1 4 I+C3+1 4 1+C3+1 5 I+C4+i 5' SHOWN,ROUND UP TO THE NEXT AvAji.4-5-LE 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 I+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 WIDTH OR HEIGHT 60, DIMENSION SHOWN ON 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+r,4+2 5 2+04+2 5 THE TABLE, 75" 36.897 i 2+C2+2 1 21 2+E+2 r3 2-C3+2 4. 2+C4+2 4 2+C4+2 T5 r2+C4+2 151 2+C2+2 121 2+C2+2 31 2+C3+2 4 2+C4+2 141 2+C4+2 151 2+C4+2 5 3)SEE SHEET9FORA SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A:LYNNTMILUER,P.E. TABLES. P.E.ft 66705 r TABLE 23: Y Glass Types Anchor Quantities forXOX Windows 5-8 Sash 24"Height 30"Height 36"fief ht 48"Height Sr Height 83'Height 2d'Eisi ht 30'Hei ht 38"Nei ht d8'He'ht 54'Hei ht 63--FH s ht Sash Width 9 8 8 9 9 9 0 9 9 re 919 Configuration A A A A A A A A A A A A Roinf.Lew[ Range fin) }load$Sill Head 8 Sia ' Head 8 Sill @ Head$Sill ' bead$Silt Head$5111 y Head$Siii Head$Sill ' Hoed$Si0 Head$Sill ' Head$Si!! m Head 8.Si8 m R3 ' ' Anchor Group.A ' Anchor Group C PRODUCT REVISED 35-114• ''/a'-'/a-ya 11.301-11.301 S+C2+0+(x+1 2 1+C2+0+C2+5 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+CZ+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 I+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 a,complying wim the Florida 38• %-%% 12.308.12.308 1+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+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+0+C2+1 4 1+C2+0+C2+1 4 AcoBuiipiading Code 14- ncceputnw No JIo- 7 45-1/8" - '� 11.391-13.397 1tC2+O+G2+1 2 t+C2+0+C2+1 2 i+C2+0+G2+5 3 1+C2tO+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 S+C2+0+C2+1 2 1+C2+0+G2+1 2 1+C2+o+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 i+C2+0+C2+1 4 ' tion Date�90 ZQ %-%-% 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+1 411+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 i4C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 By_ 47.3/4' Y.-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 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Miami Sade Pr %-Y,-% 12.298-15.558 S+C2+0+C2+1 2 1+C2+O+C2+1 2 S+C,2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 t+C2+0+C2+1 2 I+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 Custom 11.391-12.016 I+C2+1+C2+1 2 1+G2+i+C2+1 2 1+C2+1+C2+I 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 S+C2+1+C2+1 2 1+C2+1+C2+1 2 1702+1+C2+1 3 1+C2+1+C2+5 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 z 52-118' / / 12.017-13.397 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+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 I+C2+1+C2+1 3 1+C2+1+C2+1 4 S+C2+1+C2+1 4 1+C2+1+C2+1 4 13.398-17.018 1+G2+0+C2+1 2 1tG2+0+C2+1 2 1+02+O+G2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+i 4 1+G2t0+C241 4 5+C2+O+C2+1 2 I+C2+OrC2+t 2 t+C2+0+G2t1 3 i+C2+0+G2:i 4 Sr02+0+C2t1 fi t+C2+0+C2+1 4 z my 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+C241+C2+1 4 1+C2+1+C2+1 4 1rC2+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+02+1 4 1+C2+1+C2+1 4 -_ g80" y-%-% 13.398-15.360 1402+1+G2+i 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 14C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1402+1 4 5+C241+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 to Y Q a '/s-Y +5.385-10.841 itC2+0+C1+1 2 Y+CP+D+C1+t 2 1+02+0+02+1 3 t+C2tO+G2+t 4 S+C2+0+C2t1 4 StC2+0+C2+Y 4 S+C2+0+C2+1 2 t+C2+0+C2+1 2 S+C2+0EC2+1 3 t+C2+0+C2+1 4 S+C2+O+C2+1 4 1+C2+O+02+1 4 � > "au 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 i+C2+3+C2+1 2 I+C2+3+C2+1 2 1+C2+3+C2+i 3 1+02+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 uJ ?O Or 75' t/+-j-y 13.398-19.1tD 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+02+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+CZ+2+C2+1 2 I+CZ+2tC2+1 2 1+C2+2+C2+1 3 1+C;2+2+C2+1 fi t+C2+2+C2+S 4 1+C2+2+02+1 4 � U) A-Y% 19.111-24.641 1+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C241+CZ+1 4 I+C2+1+C2+1 4 1+C2+1+C2+1 4 I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+G2+1+G2+1 3 1+C2+ttC2t1 4 1tC2+1+C2+1 4 1+C2+1+C2+1 4 }n d, '100 0 tp Custom 18.380-19.397 1+02+3+C2+1 2 1+C2+3+02+7 2 1+02+3+C2+1 3 1+ 2+3+C2+1 4 HC2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+34C2+1 2 I+C2+3+C2+1 2 1+C2+3+C2+1 3 1+012+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Q a N 98' %j-+/, 10.398-24.360 1+02+3+C2+1 2 1+C2+3+C2+1 y t+C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+02+1 d 1+C3+3+03+1 4 1+0x+3+02+1 2 1+02+3702+1 2 1+C2+3+C2+1 3 1+G2+3+02+1 4 1+C2+3+C2+1 4 I+C2+3+C2+1 4 O j O -7s- 24.361 Custom 24.361-30.360 Y+C2+2+C2+1 2 1+C2+2+C2+1 2 7+CZ+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+02+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Z Cq tL C) Mw0 120• Ya Ny.+ '• -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 14C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+G2+1 3 1+G2+3+G2+t 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 U V X CA u Anchor Groupl3 UJ- co Anchor Group D 1--Z no 0 ? J 2 Smo 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+D+C2+1 A I+C2+0+C2+1 4 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+O+C2+1 4 1+C2+0+C2+1 4 a> C5 Q DO J 00 38" %-Y3-% 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+02+O+C2+1 4 I+C2+O+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 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Z t1 Z W 45.1/6" y4-y% 11.391-13.397 1+C2+0+C2+1 2 1+G2+0+C2+1 2 1+C2+O+C2+1 3 I+C2+0+02+1 4 14C2+0+C2+1 4 1+C2+0+C2+1 4 1+C'2+O+C2+1 2 S+C2+0+C2+1 2 1tC2+0+C2+1 3 1+C2+0+C2+1 4 S+C2t0+C2+1 4 1+C2+0+C2+1 4 W Q y3-Y-% 13.398-14.083 1•C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+C+C2+1 4 1+C2+O+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+0+02+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 4 J N 47-314• Yd-%-Y4 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+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1402+1+C2+1 3 5+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 0 I- }a- , 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2t0+C2+1 4 1+C2+0+C2t1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 I+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 = J r c Custom 11.391-12016 1+C2+1+C2+5 2 i+C2+1+C2+1 2 1+C2+1+C2r1 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 I+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 d � Z 52-1/8• %f% 12.017-13.397 1+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 3 S+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+14C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+S+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ¢ W Z s7o°g x '/s-%-% 13.398-17.016 1+C2+0+C2+1 2 1tC2+0+C2+1 2 I+C2+O+C2+1 3 I+C2+0+02+1 4 5+C2+0+02+1 4 I+C2+0+C2+1 4 1+C2+0+C2+1 2 I+C2+0+C2+1 2 t+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 4 O Q M Custom 11.391-13.397 1+C2+4+02+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 5+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 S+C2+1+C2+1 4 1+C2+1+C2+1 4 U 1LO 17 %f% 13.398-15.360 14C2+1+C2+1 2 1+C24Y+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+14 1+C2+1+C2+1 4 1402+14C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 3 +102+1+02+7 4 Y+02+1+C2+S q StC2+t+CZ+1 4 p Z 0 Y3-Y3 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 i+C2+0+C2+1 4 I+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 I+C2+D+C2+1 3 I+C2+0+C2+1 4 I+C2+0+C2+1 4 1+C2+0+•C2+1 4 Q y = 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 S+C2+3+C2+i 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 an:1osa0 sopa$ 75' y,-j-y 13.398-19.110 1+C2+2402+1 2 I+C2+2+C2+1 2 S+C2+2+C2+1 3 1+C2+2+C2+5 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C'2+2+C2+1 2 I+C2+2+C2+1 2 1+C2+2+C2+1 3 S+C2+2+02+1 4 1+C2+2+C2+1 4 1 1+C2+2+C2+1 4 %-Y3 19.112-24.641 t+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+t+C2+1 4 1+C.2+1+C2+1 4 I+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 5+C2+1+C2+1 3 1+C2+1+C2+1 4 I+02+1+C2+1 4 1+C2+1+01+1 q •�+t � Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3*C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 2 I+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+G2+1 4 1+62+3+C2+1 4 1+C2+3+C2+1 4 96' Y-y% 58.398-24.380 1+C2+3+C2+1 2 1+G2+3tC2+1 2 1+02+3+C2+1 13�1+C2+2+C2+ 2+3+G2+1 q 1+02+3+02+1 4 i+C2+3+C2+5 d 1+C2+3+02+7 2 1tC2+3+02+1 2 S+C2+3+C2+1 3 1+0243+02+I 4 1+C2+3+C2+1 4 1+C2+3+C2+S 4 Custom 24.381-30.360 i+C2+2+C2+1 2 I+C2+2+C2+1 2 1+C2+2+C2+S 1 4 1+E2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+CL+1 2 1+C2+2402+1 3 1+C2+2+C2+141+C2+2+C2+141+C2+2+C2+14X-Y-% •' -30.360 1+C2+3+C2+1 2 1+C2+3+C2412 1+C2+3+C2+1 2+3+C2+1 4 1+G2+3+G2+1 4 1+C2+3702+1 4 1+C2+3+02+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 1tC2+3+C2+1 4 1+C2+3+C2+1 4 1+02+3+C2+1 4 WINDOW VyIDTH-58.2$ SEE TABLE 9 FOR DESIGN PRESSURE "MIN.SASH SIZE= NOTES: Max.Anchor O.C. Anchor Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). Group E GfOU SASH SIZE IS AS PER THE FIGURES ON SHEETS&8. Spacing for"Integral- P p F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. `"•: 5. Fin"Installation 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES, Z.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 LY NU MILLER,P.E. IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.H 58705 TABLE 24: Glass Types Anchor Quantltles for XOX Windows 5&6 Sash Sash 24'Height 30-Height 36'Height 48"Height 54 Height 63'Height 24'Height 30"Height 36 Height 48'Height 54'Height Height Configuration Widlh Range(n) Head 8 SIII Head&Sill Haad&SIII Head 8 Sill Haed 8 SIII Heed 8 Sill Head&Sill Head&Sill Head&SIII Head&Sill Head&Sill Haed 8 Sill R4 am Anchor Group'A Anchor Group C PRODUCT: VISBD 35-1/4' Ye-%=Y. 11.391-11.391 1+C2+0+C2+1 2 4+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 os"arnp1y1e8 with ure p7or'As Building Code 38` %-Ya 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 A-ptanm No I(o"OII�•1 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 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 E Y, -1i..Dale 45-1/8" 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 By Y3-Y3-Y3 . 13.398-14.683 M-- a..c O.eelxas Con Y4-Y2-Y4 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 47-314" � 12.208-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+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 rc 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 52-1/8' %-YI-Y, ' h�i-Ya 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 m Custom 11.381-13.397 Not Aflowed 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 Y Q 60' Ya-� 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 'g 1+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+0+C2+1 4 nsg y-y-33 15.361-10.841 s- 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 j p 0 O 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 O O 75' %-}�:-Y+ 13.398-19.110 N aloa U f Y,-Y.-Y. 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 t+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 }n v Custom 10.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 O-1 N e6 Y_Y2-'/. m _ s v 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2r3+C2+1 4 rn J C) a 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+C2+2+C2+1 4 Z LL rq LL tp -30.360 1+C2+3+C2+1 2 1+C2 (.5 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 U U X) o U) V w 120' Y.-Y2-Y4 FW-Z O 2 v LU Anchor Group B Anchor Group D m O -1 J sMa 35-V4" %-Y-Ya _ 11.391-11.391 1+C2+p+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 0 p 1 Q r O rn LL 31r Ya-Ya-Y3 12.308-12.308 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+D+C2+1 4 1+C2+D+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 -Z a Z � H LLL.I b y%-y 11.391-13.397 1+C2+O+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+U+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 J 0 4 45-1/8" 0 r I Ya-Ya 13.398-14.683 1+C2+p+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+IJ+C2+1 4 1+C2+O+C2r1 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 47-314" Y4-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 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ® N Z taays Y3-y,-y3 12.288-15.558 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+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Q # Custom 11.391-12.016 1+C2+1+C2+1 2 7+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+t+C2+1 4 U' Z { 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+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 411+C2+1+C2+1 2 1+C2+1+C2+1 2 7+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 O O LL x %-YY3 13.398-17.016 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 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 O •= iV s- m Custom 11.391-13.397 t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+t 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 ¢ 0 w LO 60" T % 13.398-15.360 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+t 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Q �_ 2 Y,%-Y, 15.361-19.641 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+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+C2+0+C2+1 4 1+C2+0+C2+1 4 ans •asao sa g Custom 11.391-13.397 t+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+G2+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 75" %-y% 13.398-19.110 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 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 '/% 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 7+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 .�'•':,.( �:.a i Cullom 18.38D-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+cz+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1 96' %Yr% 10.398-24.360 t+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Cullom 24.381-30.360 1+C2+2+C2+1 2 1+C2+2+C2+t 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 7+C2+2+C2+t 4 1+C2r2+C2+1 4 1+C2r2+C2+1 2 1+C2+2rC2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2r1 4 1*C2+2+C2+1 4 120' %Ya-'/+ -30.380 1+C2+3+C2+1 2 1+C2+3+C2r1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 _ NOTES: SEE TABLE 13 FOR DESIGN PRESSURE y//� WINDOW WIDTH-59.28 MIN.SASH SIZE= 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). Max.Anchor O.C. Anchor 2 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. Spacing f0�"Inte faI- Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. . +... p 9 9 F 3)SEE SHEET 0 FOR A GUIDE TO USING THESE TABLES. / Fin"Installation q" 4)"1/4-12-1/4"AND-1/3-1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.l�fJN R7ILLER,•P.E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P E 4 58705 O TABLE 25: 1 Glass Types Anchor Quantities for XOX Windows 7&8 Sash Sash 24"Height 30"Height 38'Height 4B'Haght 54"Height 83'HeightW24-�Hellll 30'Heighl 36"Height 48"Height 54-HeiConfigurationWtd(h Reins.Le+rel Range(n) Heed 8 Sib Head&Sill Head 8 Sill Head 8 Sill Head&Sill > Heed$Sill E Nead 8 Sill Heetl 8 Sill Heed$Sill Heed 8 Sill Heed$581 E R4Anchor Group A Anchor Group C PRODUCT REVISED 35-1/4" Yj-ys-y 11.391-11.391 t+C2+0+C2+t 2 t+C2+O+C2+S 3 1+C2+O+C2+1 4 S+C2W+C2+t 4 1*C2*0+C2+1 4 os�mplyins with the Florida 38" Y-%-% 12.308-12.308 1+G2+0+C2+1 21+C2+0+C2H 3 1+C2+0+C2+1 4 1+C2+0+C2+14 i+C2+0+C2+145-1/8" 11.391-13.397 1+C2*O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 -r/i-tfe 13.398-14.683 J+C2.nonq,if 2 1+C2+O+C2+t 2 t+C2+o+C2+1 3 1+G2+O+C2+1 4 1+C2+0+C2+1 4 l+C2+0+C2+1 4 -J6-% 11.391-12297 1+C2+l+C2+1 2 i+C2+1+ 211+C2+1-C2+1Miatmr ndel'rodmctCmtrd 47-314' C2+1 2 1+C2N+C2H 3 1+C2+1+C2+1 4 1*C2N+C2*3 4 1+CZ+1+C2+1 4 '//-%r-y 12.298-15.558 1+C2+0+C2+t 2 1+C2+O+C2+1 2 1+C2+O+C2+i 3 1+C2+0+C2+1 4 !*C2+O+C2+1 4 1+C2+O+C2+1 4 Custom 11.391-12,016 t+C2+t+C2+1 2 1+C2+1+02+1 2 3+C2+1+C2H 3 1+C2*1*G2+1 4 1+C2+1+C2+1 4 1+C2+1+G2+i 4 a 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+C2N N 3 1+C2+1+C24 1+C2N+C2+1 4 1+C2+1+C2+1 4 � '9s?/a-Yr 13.390-17,0i8 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+.C2+0+C2+1 3 HC2+0+ C2N 4 1+G2+0+C2+1 4 1+C2+0*C2+1 d m Custom 13.391-13.397 Not Allowed t+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+i+C2+1 3 t+C2N+C2+1 4 1+C2+1+C2*1 4 1+C2+1+C2+1 4 60" %- % 13.390-15.380 3+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 %.%-% 15.361-19,641 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2* LO 3: gab 0*G2+1 3 t+C2+0+C2+1 d 1+C2+0+C2+t d !+(x+0+C2+! d r Custom 15.391-13.397 3+C2+3+C2+1 2 i+C2+3*C2+1 2 /+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 > 117 O Q 75" %.Y,-Y, 13.398-19.1101+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 W O O o O '/s-'/';-� 79.111-24.841 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1«C2+1+C2+1 4 1«C2+1+C2+1 4 �to � atm tt[S Custom 18.380-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 7*G2+3+C2*1 3 1+C2*3+C2+! 4 t+C2+3+C2+1 d 1+C2*3+C2N 4 Q e Nerr 98• %-%-� 19.398-24.380 1*C2«3+C2+1 2 1+C2+3+C2*i 2 1+C2+3+C2+1 311-C2+3-C2-114 1+C2+3+C2H 4 1+q+3+C3+! 4 Q-m-t N J o u.xa Custom 24.361-30.360 1+C2+2+C2+12 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1*C2+2+C2N 4 1+C2+2+C2N 4 1+C3+2+C3+1 4 z LL to LL. m 0 Q Ld 120 %Y N •' -30.360 1+C2+3+C2+1 2 11+C2+3+C2+3 2 1+C2+3+C2+1 3 1+C2+3+C2N 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 O U X U/) Anchor Group B Anchor Group D I--'LLI in O J a s 35.1/4' YS-Y.-Y. 11.391-11.391 l+C2+0+G2+t 2 1+C2+0+CZ+12 1+G2+0+C2+1 3 1+C2+0+C2+1 4 t+C2+0+C2+1 4 S+C2+O+C2+1 4 t+C2+0+C2+t 2 1+C2+0+C2+1 2 i+C2+0+C2+1 3 1+C2+O+C2+1 4 1+G2*0+C2+1 4 t+C2+0+G2+1 4 0> d YO �. m CO r 38" % 12.308-12.308 1+C2+D+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+0+C2+1 4 1+C2+D+C2*1 2 1+C2+D+C2+1 2 I+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+o+C2+1 4 1+C2+O+C2+1 4 Q Z 0.z F_ �+ 45.1/8' 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 t+C2+0+C2+1 4 i+C2+0+C2+1 d 1+G2+O+C2+1 2 1+C2+O+C2+1 2 NC2+O+C2+1 3 1+C2+0*C2+1 4 3*C2+0*C2+3 4 i+C2+0+C2+1 4 �-' J 0 Y3-f-f 13.398-14.683 l+G2+O+C2+1 2 t+G2+(Y+C2+1 2 1+C2+0+C2+1 3 I-C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2-0+C2+1 4 I+C2+0+C2+5 2 1+C2+0+C2*1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 3+C2+0+C2+1 4 1+C2+0+C2+1 4 I_" ---I � r 473/4' 11.391-12.297 3*C2+1+C2+1 2 1*C2N+C2+i 2 1*C2+hC2N 3 1*G2N+C2+1 4 1+C2+1+C2+1 4 S+C2*1+C2*1 4 t+C2+1+C2+t 2 1*C2+1+CZ+1 2 1+C2N+G2N 3 1+C2N+C2+1 4 1«C2+1+C2N 4 1+C2+1+C2+1 4 `n z taaVS m -I 12.298-15.556 1*C2+0+C2+1 2 1+C2+o«C2+7 2 1+C2*0*C2+1 3 1+C2+0+C2+1 d 1+C2+0+C2+1 4 1*C2+0*C2+1 d t+C2*0+C2N 2 1+C2*0+G2+1 2 t+C2+0+C2+1 3 1+C2+0+t;2+5 4 7*C2*0+C2+1 d 1+{7+0+ +1 d :D --i F-", Custom 11.391-12.010 S+C2+1+C2+1 2 1+C2+1+C2+1 2 3+C2N+C2N 3 5+C2+1+C2+1 4 1+C2+1+C2H 4 1+C2+1+C2N 4 1+C2+1+G2+1 2 1+C2+1-G2-1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 5+CZN+C2*1 4 1+C2+1+C2N 4 x 0 � z S 52-1/8" Y4-3j-Y, 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2*t«C2+1 4 1*C2+1+C2*1 4 1+C2+1+C2N 4 1+C2+1+C2+1 2 1+C2+t+G2+1 2 S+C2+1+G2+1 3 1+C2+1+C2N 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ¢ rr Z era-s 'la-'/a fe 13.348-17.016 1*C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 S+C2+0+C2+1 4 1+C2+D+C2+t 2 I-C2+O+C2N 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0*C2+t d 1+C2+O+G2+1 d O O Custom 11.391-13.347 1+C2N+G2+1 2 1+G2+1+C2+1 2 /+C2+1+C2+1 3 1+C2+1*C2N 4 1+C2+1+C2+t 4 1+C2N+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2-1-02-1 3 1+C2N+C2+1 4 1+C2N+C2+1 4 1+C2+1+C2N 4 C-) of 20 Be- Y4-Y2-Y4 13.398-15.380 1+C2+1+C2*5 2 1*C2N+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+S 3 1+C2*1+C2«1 4 1+C2+i+C2N 4 1+C2+1+C2+1 4 U z 0 13' 15.381-19.641 1+C2«0+C2+1 2 1+C2+0+C2+t 211-1-2+0+C2+1 3 1+C2+t3+C2+1 4 1+C2+D+C2N 4 1+C3+0+C3+1 4 1+C2+G+C2+t 2 3+C2+0+C2+1 2 1+C2*0+C2+1 3 1+C2+O+C2+1 d 1+C2+O+C2*S 4 i+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+C2N 3 1+C2+3+C2+1 4 1+C2+3+C2N 4 1+C2+3+C2N 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 I+C2+3*C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2*1 4 alts •�sa0-sues 75" %.h% 13.398-19.110 3+02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2N 3 1+C2+2+C2N 4 1+C2*2+CZ+1 d t+C3+2+C3+5 d 1*C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2N 3 1+C2+2+C2N d 1«C2+2+C2H 4 1+C2+2+C2*1 d 39.111-24.641 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2N+C2+1 4 1+C2+1+C2+14 I+C3+1+C3+1 4 1+C2+1+C2+1 2 1*C2+1+C2+1 2 1+C2*i+C2*1 3 1+C2N*C2+1 4 t+C2+1+C2+t 4 t+C2+1+C2+5 4 Custom 18.360-19.397 1+C2+3+C2+1 2 l+C2+3+O2N 2 1+C2+3+ ,�`�',..1; +-`t"'• ^-;,+r.'`i, C2N 3 1+G2+3•G2+1 4 NC2+3+G2+1 4 1«C3+3«C3+1 d 1+G2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 L42 2+1 4 1+C2+3+C2+1 4 .�.'•,. ','„r , 98" %.h 19.398-24,3(30 i+CZ+3*C2+i Z 1*C2«3*C2+1 2 7+C2+3+C2+t 3 NCZ*3*C2+i d 1+G2+3+CZ+i 4 t+C3+3«C3+1 d 1+C2+3+C2+1 2 7+C2+3+C2N 2 7+C2+3+C2+i 3 1+C2+3+C2+t2+1 -0 1«C2*3+C2+1 4 ' Custom 24.381-30.360 1+C2+2+G2+t 2 1+C2+2+C2+1 2 3+C2+2+C2+/ 3 1+C2+2+C2H 4 t*C2+2+C2+t 4 1+C3*2+C3+i 4 f*C2+2+C2+5 2 i+C2+2*C2+i 2 t+C2+2+C2N 3 1+C2+2+C2*1 2+14 1+C2+2+C2+1 4120' %%:-% -30360 1+C2+3+C2N 2 1+C2+3+C2+1 2 t+C2+3+G2+1 3 1+G2+3+C2+14 1+C2+3+C2+1 4 1«G3+3+C3+14 1+C2+3+C2«1 2 1+C2«3+C2+1 2 1+CZ+3+C2+1 3 1+C2+3+C2+1 2+1 4 1+C2+3+C2+1 4 MIN.SASH SIZE WINDOW WIDTH-59.28 NOTES: SEE TABLE 14 FOR DESIGN PRESSURE J J16 •-- " = � d" J�•, 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 6 Spacing for"Integral. Group F FIGURES ON SHEETS 6.8. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. •"' :i' 3)SEE SHEET 8 FORA GUIDE TO USING THESE TABLES, "•y'r"�;t'd F '; Fin"Installation �,�" 4)'1/4.1/2-1/4'AND"1/3-113-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE LYNN MiILER,RE. IN THE ADJACENT COLUMN,"CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.#58705 TABLE 26: R Glass Types Anchor Quantities for XOX Windows 10-12 Sash 24'Height 30'Height 36'Height 48'Helghl 54'Height 63"Height 24'Height 30'Height 36'Height 48"Helght 54'Height 03'Height Sash Widlh Configuration .a n n Relnf.Level Range(in) Head 8 SIII Head 8 Sill Head 8 Sill ' Head&Sill Head 8 Sill Heed 8 SNI m Heed 8 SIII ,� Head 8 SIII m Head 8 5111 Heed 8 Sill Head g SIII Head 8 SIII R4 Anchor Group A Anchor Group C 35-1/4" YS-J�i-Y 11.391-11.391 1+C2+O+C2+1 2 1+C2+6+C2+1 2 1+C2+O+C2+1 3 t+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2*O+C2+1 4 PRODUCT'REVISED 38' %-h-% 12.308-12.308 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+O+C2+1 4 ns complying with Cee Fladd e Building Code '.-yr-% 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C3+0+C3+1 4 Acceptrace fib)tin-O 14"�7 Y.45-1/8' 1+C2+0+p+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+p+O+C3+1 4 T:, iratinn Date r={7 -Y.-% 13.398-14.683 I -h-% 11.391-12.297 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C3+0+p+1 4 1+C3+0+p+1 4 By 47-T4" 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+C3+0+p+1 4 1+C3+0+C3+1 4 Nfinnei ndc Productc-uot -yt-'/ 12298-15.558 Custom 11.391-12.018 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+q+1 4 1+q+0+p+1 4 t+C3+0+C3+1 4 52-1/8' %h-Y 12.017-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+p+1 4 1+C3+0+C3+1 4 1+p+0+q+1 4 13.398-17.016 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+C3+O+C3+1 4 1+C3+0+p+1 4 Y Custom 11.391-13.397 1+C2+2ap+1 2 1+C2+2+C2+1 2 1*C2*2+C2+1 3 1+C2a2+C2+1 4 1+p+2+p+1 4 1+p+2+p+1 4 m 60' %-h% 13.398-15.360 Not Allowed 1+C2++1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+q+2+C3+1 4 1+q+2+C3+1 4 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+c+C2+1 3 1+C3+D+C3+1 4 t+q+O+C3+1 4 1+C4+O+C1+1 4 to Y Q Custom 11.391-13.397 1+C2+2+C2+1'21+C2+3+C2+1 21+C2+3+C2+1 31+C2+3+C2+1 41+p+3+C3+1 4 1+C3+3+C3+14 •nab 75• y.-�% 13.398-19.110 1+C2+2+C2+1 2 taC2+2+C2+1 2 1+C2+3a CL+1 3 1+p+3+q+1 4 1+q+3+p+1 4 1+C4+3+C4+1 4 11J A-yn 19.111-24.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+q+1 3 1+C3+0+q+1 4 1+C4+0+C1+1 4 1+C4+O+04+1 4 > N � Oe K Custom 17.641-19.397 1+C2+3+C1a1 2 1+C2+3*C2+1 2 1aC2+3+C2+1 3 1+C3a4+p+1 4 1+C3a4+qa1 4 1+C4+4+C1+1 4 O 1+12+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3a4+C3+1 4 1+pa4+p+1 4 1+C4+4+04+1 4 }^ a alW U) 16' Y4-y2-y4 19.398-24.360 n %%s 24.361-31.641 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+02+2 3 2+p+3+C3+2 4 2+q+3+q+2 4 2+Cq+3+p+2 4 � C4 p' y-�-'/e 28.841-32.515 2*C2+3+C2+ 2 2+C2+3+C2+2 2 2+G2+3+C2+2 3 2+p+4+p+ 4 2+q+4+p+2 4 2+C4+4+Cq+2 4 J J O1 p �O = 120' 2+C2+2+C2+2 2 12+C2+3.C2+2 2 2+C2+3+C2+2 3 2+p+3+q+2 4 2+CS+3+C1+2 4 2+C4+3+C4+2 4 Z D- Lo LL co %-%-Y, Ma�0 0 %-%-)4 32.516-39.641 r- 140° Custom •• -39.641 2+C2+3+C2*2 2 2+C2+3+C2r2 2 2+C2+3+C2+2 3 2+C3+4+p+ 4 7+5+4+r,4+2 4 2+C4+4+C1+2 4 U U_ X D CS fn Anchor Group'B Anchor Group D F-Z m O `t J ana 35-1/4' %%-% 11.391-11.391 HC2+0+C2+1 2 1+C2+6+C2+1 2 1aC2*O+C2+1 3 1*C2a0+C2+1 4 1+C2+0+C2+1 4 1+C2+0aC2+1 4 1+C2+O+C2+1 2 1+02+O+C2+1 2 1+02+O+C2+1 3 1+C2+0+17+1 4 1*C2+O+C2+1 4 1+C2+O+C2+1 4 0 C3 YU V Q J cO 38' %-y,-)j 12.308-12.308 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+6+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+C2a0+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 Z d Z 11.391-13.397 1+C2+0+C2+1 2 1+C2*O+C2+1 2 1+C2+O+lZ+1 3 1+C2+p+C2+1 4 1+q+O+q+t 4 1+p+p+q+t 4 1+C2+O+CL+1 2 1+C2+p+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C3+0+q+1 4 ry W V-' 45.118" y-%-/ t' O %-Y,% 13.398-14.663 t+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+o+C2+1 4 1+C3+O+C3+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+p+C2+1 4 1+C2+O+C2*1 4 t+p+O+p+1 4 J J to %%% 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+C2+0+p+1 2 1+C2+0+C2+1 2 1+C2+o+C2+1 3 1+C2+O+C2+1 4 1+C3+0+C3+1 4 1+p+O+C3+1 4 F- 47-314' `8i Z laav5 12.288-15.558 1+C2+O+C2+1 2 1+C2+p+C2+1 2 1+C2+O+C2+1 3 1+C7+O+C2+1 4 1+q+O+pa1 4 7*q+0+C3*1 4 1+C2+O+C2+7 2 1+C2+0+( +1 2 1+C2+p+C2rt 3 1*C2+p+C2+1 4 1+p+0+p+1 4 1+q+p+q+1 4 ® 9+ Q J U) Custom 11.381-12.016 1+C2a0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C3+D+C3+1 4 1+C3+D+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+C3+0+C3+1 4 1+C3+0+p+1 4 1+C3+0+C'J+1 4 ' Q F- 52-1/8' %Y% 12.017.13.387 1+C2+OaC2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+O2+1 2 1+C2+p+p+1 3 1+q+O+p+1 4 1+C3+O+p+1 4 1*p+O+p+1 4 F z Z � a a '3-%-% 13.398-17.016 t+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+D+C2+1 3 1+C3+D+C3+1 4 t+C3+O+C3+1 4 1+q+0+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C3+0+p+1 4 1+C3+0+C3+1 4 Q O O e0 LL Cu torn 11.391-13.397 1+C2+2aC2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+p+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+p+2+C3+1 4 1+C3+2+q+1 4 O = N r en 60' %-''/a-% 13.398-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2a2+C2+1 3 1+12+2+C2+1 4 1+C3+2+p+1 4 1+pa2+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+C3+1+C3r1 4 1+C3+1+C3+1 4 („) Y-� 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+O+C2+1 3 1+C3+O+p+1 4 1+C3+0+C3+1 4 1+C1+O+C4+1 4 I+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+03+0+p+1 411+C3 4 1+C4+0+CA+1 4 U Q 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+p+3+C3+1 4 1+q+3+p+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+p+1 4 = a0gasa0 sauag 75' %-Y-I 13.398-19.110 1+C2a2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+p+2+C2+1 3 1+p+2aq+1 4 1+p+2+p+1 4 1+C4+2+C4+1 4 yr%% 19.111-24.841 NC2+O+C2+1 2 1+C2+O+C2+1 2 1+C3+0+p+1 3 1+p+0+q+1 4 1+Ct+O+C7+1 4 1+C1+0+C7+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C3+0+p+1 3 1+C3+p+C3+1 4 1+C4a0+C1+1 4 1+C4+0+Ci+1 4 Custom 17.841-18.387 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+4+C2-1 3 1+C3+4+p+1 4 1+C3+4+C3+1 4 1+04+4+C1+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1*p+4+p+1 4 1+q+4+p+1 4 1+C4+4+C4+1 4 88' y-Y-% 19.396-24.380 1+C2+3+C2v1 2 1+C2+3*C2+1 2 t+C2+4+C2+1 3 1+p+4+q+1 4 1+C3+4+p+1 4 1+C4+4+C4+i 4 1+C2+2+C2+1 2 1+C2+3+C2+•1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+q+3+C3+1 4 1+C4+3+C4+1 4 ;,.�;�. .•."i %-%-h 24.361-31.641 2+C2a2+C2+2 2 2+C2+3+02+ 2 2+C2+3+C2+2 3 2+p+3+C3+2 4 2+C3+3+p+2 4 2+C4+3+C1+2 4 1+C2+2+C2+1 2 1+C2+2aC2+1 2 1aC2+2rC2+1 3 1+p+2+p+1 4 1+pat+q+1 4 1+G7+2+Cq+1 4 120' %-%-y4 29.641-32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+q+4+p+2 4 2+C7+4+q+2 4 2+C4+4+C4+2 4 2+C2r3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+p+4+C3+2 4 2+pa4+p+2 4 2+C4+4+C4+2 4 ........ %-%% 32.516•39.641 2+CL+3+C2+2 2 2+C2r3+C2*2 2 2a C2+3+C2+2 3 2+p+4+q+2 4 2aC4+4+C4«2 4 2+pa4+C5+2 4 2+C2a2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2*q+3+pa2 4 2*C4+3+G1+2 4 2+CA+3+C4+ 4 '� 140' Custom •• -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2*q+4+C3+2 4 2+CA.4+C4+2 4 2aC5+4+CS+2 4 2+C2+3*C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2a2 3 2+C3+4aq+2 4 2+C4+4+C1+2 4 2+C4+4+Gt+2 4 NOTES: SEE TABLE 15 FOR DESIGN PRESSURE 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3A). ' WINDOW WIDTH-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6.8.) •I 'GLASS TYPES 10.12 8.14-16 ••MIN.SASH SIZE= 2 2 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. �i�'••_:'+• ''. MAY NOT BE USED WITH /•/ •,t 3)SEE SHEET 9 FOR GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL �FIN FRAMES 4)'1/4-112-114'AND'713-1/3-113'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.EJ158705 TABLE 27: Glass Types Anchor Quantities forXOX Windows v 14-16 Sash Sash 24-Height 30-Height 36-Height el ht 1 64;Wight 1 63-Height 24-Height 30-Halght Configuration rich %24"+11r1.1',.1'1 13.Haight Head& Head Head&Sill E Head $111 1"Er E E .ad&Sill Head&$III ad&Sill Hand&S1111 BE P R4 I I I 'ge On) Head 11 7,1111 1 1 RoInt Le I Ron &Sill I&Sill If.1 -ad.SIT .11.391.11.391 Anchor Group A Anchor Group C IIIC2-0-CM 2 1-C2-6;C2-+1-211+---6C2+17311+C2-0+C2-11 477-62-6-c27i -75-c-M7 38" %-Y.-Y. 112.308- M-72 2 4 PRODUCT REVISED 12.308 i+C2-0+C2-1 2 1-C2.0+C2+1 2 I-C2+0+C2-113 I+C2+0+C2+1 411-C2-0-C2+1 4 I+C310-C3*11 4 as r0laPlYing with the Florida 45-1/8' Y4-%-Y. 11.391-13.397 I+C2+0+C2+1 2 I+C2-0-C2+1 2 1+02+OC2+1 3 Building Code %-ys-% 13.398-14.683 -I+C3+D+C3+1 4 1 1+C3+01+C3+1 4 I+C4+0+C4+114 1¢•," 47-W %-%-Y4 111.391-12.297 1-C2+0-C2-1 2 1+02-0-C2+1 2 1+C2.0+C2+i-3 I+C3+0+C3+1 411+C3+0+C3+1 4 I+C3.0+C3+114 Fupi a'abate 1+C2+0-02+1 BY %-ys-y. 12.298-15.558 --1 1-C2+0+C2+1 2 I+C2+D.C2.1 3 I-C3-G+C3+ 4 I+C3+D+C3+1 4 I+C4+0+04+11 4 M(am_d_ 7+C2+0-C2-1 2 I+C2-0+C2+1 2 I+C2+0+C2+1 3 I+C3+0+03+1 4 I+C3-0+C3+1 4 I+C3+D+C3+114 'rodact C,e� Custom 111.391-12�0116 I+C2+0+CZ+1 2 I+CZ+C+C2+1 2 I+C3+0-C3+1 3 I+C3+0+C3+1 4 I-C4+0+C4+1 4 I+r,4+0+C4+11 4 52-118" Y-Y.-Y. I2,017-13.397 I.C2+D+C2+1 2 1+C2+0+C2+1 2 I+r,3+0-C3+1 3 1+C3+0+C3+1 4 I+C4-0+C4+1 4 1+C4-0+C4+114 13�398-17.016 1+C2+0+C2+1 2 Y.-%-Y, 1+C2+0-C2+1 2 +C+0+r+1 i +C+0-C3+1'4 1+C4+0+C4-14 1+C4+o4+j 4 a atom . . I-C2+2+C2+112 I+C2+2+C2+1 2 1+C2+2-C2+1 3 I+C3+2+r,3+1 4 I+C3+2+C3+1 4 1+C4+2+04+114 %-%-% 13,398.15.360 Not Allowed 1+C2+1+C2+11 2 I+C2+2+02+1 2 I+C2+2+C2+1 3 1+C3+2+C3.+1 7 T+C3+2+C3+1 4 1+C4+2+C4+114 Y,-%-Y. 15.361-19.641 1+C2,0+C2+11 2 I+C2+0+C2+1 2 I+C3+0+C3+1 311+c4+0+r,4+1 4 1+04+0+C4+1 4 I+CS+O+CS+ll 4 if) Custom 11.391-13.397 1+cw+C2+1 2 1-C2+3-C2+1 2 1+C2+3 j ABS 7S* Y.-%-Y. 13.398-19-110 - +C2+113!1+03+3+C3+1 4 I+C4+3+r,4+1 4 1+C4+3+04+114 I+02+2+C2+1 2 I+C2+2-C2+1 2 I+C2+3+C2+1 3 1 C3+3+C3+1 4 I+C4+3+C4+1 4 I+C4+3+C4+114 to %-Y$-% 19,111-24.641 I-C2+0+C2+1 2 I-C3+01+C3+1 2 1+r,3+0+C3+1 3 I-C4+0+04+1 4 I+C5+0+CS+1 4 1+CS+D+CS+ll 4 uJ Custom 17.6-41-19.397 > ;6 0 Ce 1+C2+3+C2+1 2 I+C2-3+C2+1 2 I+C2+3+C2+1 3 1+C3+4+C3+1 4 I+C4-4+C4+1 4 I-C4+4+C4+114 C) co y -Y4 19�3118-24360 0 -y - y I+CZ+3+C2+1 i 1-C2-3+C2+1 i T+C2+3-C2+1"i I+C4+4+04+1 I+C4+4+04+1 4 I+C4+3+r,4+il 4 > V) agog Y.Y,_y' .3 ------ 24.361 31641 6 r- _y I+C2+2+C2+1 2124C2+2+C2+212 2+C2+2+C2+2 3 2+C4+3+C4+2 4 2-C4+3+C4-2 4 1+C4-2+C4+1 4 Cq L0 3Y4'Y. 0 C\l Zg r120* Y-YY. 20.641-32.515 2-C2+3+C2+4 212��212+C2+3+C2+2 3 2+C4+4+r,4+2 4 2+C4+,4+C4+2 4 2 C4+3+C4+2 4 0 Y.-%-Y. 3ZS16-39.641 As _j 0) C3 3+C4+ 4 C 1 -'+4 C U 1- Us con 2+C2+2+C2.�212+C2+3+C2+21212+C2-3+C2+2 312+04-3;6i+2 4 t2+C4+3+04+2 4 2�-r,4+3+C4+ 4 - 141' -39.641 z 0 LL CD 12+C2+3+C2+21212+C2+3+C2+21212+C2+3+C2+2 312+ 4 2+04+4+04+2 4 2+C.4+3+r,4+2 4 2:W - - - Anchor Group 8 C)u 8 D) cf) - Anchor Group D uj W 35-114" Y,-Y.-% 11.381-11.391 7+C2+0+C2+1 2 T+C2+0+C2+1 2 3 to M. I+C2+o+d�� 4fj-+C2�&dj+j-4 T+-C2+0.C2+1-4 0 - I+C2+0-+C2+lF4 T+(5i+0+C2-1 4 I+C2+0+C2+112 1-C2+0-61�1 2 I-Cj+0+C2+ �i (5 0 -j 0 36- Y--Y--Y- 12.308-112.308 1+C2+G+C2+1 2 1+C2+D+C2;1 2 1+C2+0+C2+1 3 I+C2+0�C2+1 4 I+C2+0+C2+114 I+C3-0-C3+1 4 i+C2+0+C2+112 I+C2+0+C2+1 2 I+C2-D+C2+il 3 J+r-2+0+C2+1 4 I+C2.0+C2+1 4 I+C3+0+C3+1 4 0 0 45-1187 Y-Y.-Y. 11.391-13.397 I+Q+D+C2+1 2 I+C2+0+C2+1 2 I+C2+0+C2+1 3 I-C3,G+C3+I 4 I+C3+0+C3+114 1+04+0+C4+1 4 I.C2+0+C2+1 2 I+C2+0+C2+1 2 I-C2+ -2� a: G+C2+1 3 I+C3+0-C3+ 4 I+C3+NC3+i 4 I+C4+0+C4+i 4 Lt 0 Y,-%-Y. 13.398-14.683 I+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 i+C3+0+C3+1 4 1+C340+C3+114 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+C3+0+C3+1 4 I+C3+0+C3+1 4 1+6;6&j+l-4' W 47,V4' %-%-Y. 11.391-12,297 I-C2+0+C2+1 2 1+C2.0+C2+1 2 1+C2+0+C2+1 3 ll+C3+0�0+1 4 I+C,3+0+C3+114 I+C4+D+C4+1 4 1+C2+0+C2+1 2 1+C2+04CZ+l 2 I+C2+0+C2+1 3 I+C3+0+C3+1 4 1-C3+0+C3+1 4 1+C4+0+C4+1 4 -J (0 %-Y,-% 12.288-55.558 1-C2+O+C2+1 T I+C2+0+C2+1 2 I-C2+0.C2+1 3 I+C3+0+0+1 4 F- 0 7 I+C2+0+C2+1 2 I+C2+0+C2+1 2 I+C2+04C2+1 3 1+C3,+O+C3+1 4 I+C3+G+C3+1 4 l+C3+0+C3+1 4 z af T+C3+0+C3+1 -C3+o+C3+1 3 J+C3+0+C3+1 4 I+C4+0+C4+114 1+04+0+C4+1 4 t+C2+0+02+1 2 1+02-0+C2+1 2 1+C3+0+C3+1 3 i+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+()+C4+1 4 _j Cu't' 12.016 1-C2+0+C2-1 2 I+C2+0+C2+1 2 1 Z 52-118" 13.397 t+C2+0-C2+1 2 I+C2-0+C2-1 211-C3+0+C3+1 3i1-C3+0+C3-1"4 I+C4+0+C4+114 I+C4+o+C4+ 4 I+C2+0+C2+1-i I+C2+0+C2+1 1+03+0+C3+1 3 I+C3+0+C3+1 4 t+C4+0+C4+l 411+r-4+0+C4+1 4 F- A-%-% 113.398-17.010 1,C2+0+C2+112 1+C2-0+C2+1 2 I+C3+0+C3+1 311+C3+0+C3+1 I Custom 4 I+C4+0+C4+114 4 1+C2+0+02+1 2 i+C2+0+C2+1 2-I+C3+G+C3.I 3 1-C3+0-C3+1 4 I+C4-D+C4-1 411+C4+0+04+1 4 z 11,391-13.397 I+C2-2+C2-1 2 I+C2+2+C2+1 2 I-C2+2+C2+1 3 I+C3+2+C3+1 4 I+C3+2+C3+114 1-C4+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 211+C2+2+C2+1 3 1. - u- 0 0 C3+2+C3+1 4 I+C3+2+C3+1 411+C4+2+r,4+1 4 0 . f: N 6ir Y.-%-y4 13,3911-15.360 i+C2+2+C2+112 1+C2+2+C2.1 2 i+C2+2+C2+1 3 I+C3+2+C3.1 4 1+C3+2+C3+114 1+04-2+C4-1 C2+1+C2+1 2 I+C2+1+C2.1 2 i 3 I+C3+1+C3+1 4 1+C3-1+C3+1 411+r-4+i+C4+i 4 if) Y.-%-% 15.361-19.641 2 I-C3+0+ 0-C4 C5+0+ 5 C3+1 3 I+C4+0+C4+1 4 I+C4+0+04+114 1-c5-G+C5+i 1-C2+0+C2+1-2 1+C2+0,+C2-1 211+r-3+0+C3-1 3 T+(5j+­g+r,4+j 7.7F4+ +1 4 1+ C+1 4 iS Z 0 Custom M: 1 1�391-13-397 I+C2+3+C2+112 1+C2+3+C2+1 2 l+C2+3+C2+1 3 1+C3+3+C3+1 4 I+r-4+3+C4+11 4 i+r,4+3+r,4+t 4 I+C2+2+C2+1 2 I+C2+2+C2+1 2 I+C2+3+C2+1 3 I+C3+3+C3+1 4 I+C4+3+04+1 4 1-04+3+04+1 4' 75' Y-%-% 13,398-19.110 1+C2+2+C2+1 2 I+C2+3+C2+1 2 1+C2+3+C2+1 3 I+C3+3+C3+1 4 I+C4+3+04+114 - 1+64+3TE4+1 4 1+C2+2+C2.1 2 I+C2.2-C2+1 2 1+C2+2+G2+1 3 I-C3+2+C3+1 4 1+C4+2+C4+1 4 I+C4+2+C4+1 4 19.11}-24.841 I+C2+0+C2-1 2 I-C3-0+C3+1 2 l+C3+0+C3+1 3 I+C4-0+04+114 I+CS+O+CS+l 4 1+CS+D+C$,,i 4 2 l4C3+0+C3-1 2 I+C3+0+C3+1 3 l+c4.o+04+1 4 I+Ci+0+C60 4 1+Cs+o+csl 4 "CM+C2+' '+C2'0+C2+ 4 4 4 4 4 4 '4 4 C aE '+C 22+ +_+2+C2+, 14 +2+ +C2+2+C2 '+' -2+, '+-+3 C+' '+-+2 C+' '+-+_--' ._.-C3+, l+C2+0+C2�i '+'+�+.2-' +C,+3+.2+, Custom 17.041-1%397 I+C2+3+C2-1 2 I+C2+3+C2+1 2 1+C2+4+C2+1 3 I+C3+4+C3-1 4 I+C4+4+C4+1 4 I+CI!4� 4 I+C2+3+C2+1 2 1+C2+3+C2+1 2 I+C2+ -4-C3+1 4 I+C4+4+C4+1 4 l+C4+3+C4+1 4 3+C2+1 3 I+C3 +CZ I . I - 1 1* go, Y,%-Y. 19R398-24.36W I-C22+3+C2+1 2 I+C.2+3+02+1 2 i.C2+4+C2+1 3 1+04-4+C4+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 - -- - - -- 'v, 1: +1"'if, /'. 1+C2+2+02+IT2 1.02-3.C2+1 2 I+C2-3+C27lf3 T+C�+3+C,1+1 4 I-CO�Col 4 - ;i I+r4-+C4+1 4 e". %-Y*-Y. 24.361-31.641 L+22+2+E 2 2+C2+3-C2+2 212+C2+3+C2+2 3 2+C4+3+C4+2 4 2-C44-3�+C4- 4 I+C4+2+C4+1 4 I+C2+2-C2+112 I+C2+2+C2.1 2 I+C2+2,C2+11 3 1+04+2+C4+1 4 1+04+2+04+1 4 I+C4+2+C4-1 4 'j, 2+.+3+. TC-4 C4+2 4 2+C4+4.C4+ 120' Y.-%-Y. 29,641--i2111 C2+3+C2+2 2 2+C2+3+C2+2 2 2-C2+4+C2+2 3 2-C4+4+04+2 4,,2+C4+4+r,4+2 4 2+C4+4+C4+2 4 2+C2+3+C2+21212+C2+3+C2+2 2 2+02+3+C27+2 3 + +4+ +C4+2 4 - - _ 21412+C4+3 + % 34 32.616-39.641 2-C2+3-C2+2 122+C2+3+C2.i 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 C4+4+04+2 4 2+C4+3+C4+2 4 2+C2+2+C2+21212+C2+3-C2+2121i+�+3+ C2+2 3 2.04+3+04+2 4 _3 2+C4-4+C4 412+C4+4+04+ 412+C4+3+04+2 4 2+C2+3+C2+�212+C2+3+C2+21212+C2+3+C2+21 3 2+r,4+4+C4+2 4 2+r,4 140* Custom -39,641 2+C2+3+C2+2 2 2+C2+34C2+ 212-C2+4+C2 2+C4+3+C4+2�4 +FC4+72+C4+ 7 i�+ NOTES: +4 1!2 4+2 4 �J. 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). SEE TABLE 16 FOR DESIGN PRESSURE ,(146 GLASS TYPES 10.12 814-16 MIN.SASH SIZE WINDOW WIDTH 6072 SASH SIZE IS AS PER THE FIGURES ON SHEETS 22)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, MAY NOT BE USED WITH �f 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL FIN FRAMES 4)-1/4-1/2-114-AND-1/3-1/3-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE 1. IN THE ADJACENT COLUMN.*CUSTOM*INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, A LYN *P REM 58705 TABLE 28: 1V Bill of Material 3.500' 3.500' 3.500" 3.500' # Part# Description Material 1 620121 Frame Head,SIII and Jambs-Flange PVC I� I� ' 2 620122 Frame Heed,SIII and Jambs-Flange PVC � III ILfI 3 620123 Frame Head,Sill aril Jambs-Fin PVC 4 620124 Frame Head,Sill and Jambs-Equal Leg PVC 2.445' 1-1 ("� 2.445• 2.445• 1-1 2.44513 620172 Fixed iR Insert!Trim Cofer PVC ❑�� ❑D� 14 620131 Track Meeting Rail PVC ��❑�� 15 620158 Track Insert 6063 TB Al o O 1 O o u O o O 18 620129 Sash Rail(Sides,Top 8 Bottom) PVC r 1- 17 620166 Monorail 6063 T6 At •625' T J-CHANNEL •625" FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 620156 Pull Rail Interlock 6083 T6 AI T 1.375 O FRAME HEAD,SILL r 2O HEAD,SILL 8 1.37 O HEAD,SILL 8 O4 HEAD,SILL 8 20 620144 Pull Reil Interlock Cofer PVC I} a JAMBS 1 JAMBS JAMBS JAMBS 21 620150 Light Sash Reinforcement 6063 TO Al 22 620151 Standard Sash Reinforcement 6063 TB Al 1.672 1.641- 23 620152 HD Sash Reinforcement 6063 To-AI T 7" } 1.43 1.507" {►- 24 620153 Standard Meeting Rail Reinforcement 8005 T5 At I 25 620154 HD Meeting Rail Reinforcement 6005 T5 At _ 1.630" 2 100" 2'17x^ 26 620155 H.D.Hors.Roller Meeting Rall Reinforcement 6005 T5 At ,772^ '�5 o o 1.020"ell U 1'375• 27 71OX114PPA #10 x 1-1/4"PH.PH SDS(Monorail Screw) 410 SS l01 11 .590' 471" 28 61644 Weatherstrip,.187'x.270'Fin Pile -r I .065" 060' ► V7n,* '050" 29 61719 Weatherstrip,.187°x.220"Poly Pile LIFT RAIL LIFT RAIL 1.231" -� 1.000^ I►- 30 #8 x 1'Ph.PH SDS(Interlock Mounting Screw) 410 SS 13 8 TRANTIM COVER 14 MEETING RAIL 15 NFIXED E R7 16 CK SASH RAIL 19 INTERLOCK 20 INTERLOCK COVER 31 78X312PPA #8 x 3-1/2•Ph.PH SMS(Fixed Meeting Rail Screw) 41O SS 32 716695P Meeting Rall Screw Support Plate 6083 TS AI l1.100* 1 I 33 720210 Weep Hole Cofer PVC .316" .070°.060' I 34 720187 Installation Screw Hole Plug PVC 864" 175 300' irll 37 720197 Auto Lock C Steel 4. .754" .750" .715' 715• . 38 720199 Sweep Lock Cast Zinc '��T} TT I11 1I dl 39 720196 Auto Lock Cofer Assembly Cast Zinc I .035' -�-F- } •025" 1.185" .060' 40 #6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS LAMI IG EXTRUDED I ROLLED LIGHT SASH STANDARD 41 720200 Auto and Sweep Lock Keeper Cast Zinc 72 BEADING 91 SCREEN FRAME 82 SCREEN FRAME 21 REINFORCEMENT O SASH REINFORCEMENT 42 76X34PPA #6 x 3/4'PH.PH SDS(Keeper Screw) SS 43 7612FPTX #6 x 1/2'FPH Tek(Reinforcement Screw) SS 070" -►{ .280" --II-- � 1.162' �- � 1.182' 44 Leadstile Top Comer Key Nylon � .070^ 45 Leadstile Bottom Comer Key Nylon 1.184" ( �L�J Ogq• 48 L.Dckstlie Top Comer Key Nylon _ •070^ ,791' 1.036' 1 041' 1.041' �Ul__J 1.229^ 47 Lockstile Bottom Comer Key Nylon .810 1 .130' L .164" -L .074' 48 720204 Wheel Nylon ---1 150' � 1331• l� --1 1.340" �- �{ 1.340" F+- 72 620135 Lami.I.G.Bead PVC. STANDARD HD MEETING HD HR MEETING 23 HD SASH 44 O IS) O PRODUCT REVISED 74 Backbedding,GE 7700 or Dow 791 Silicone REINFORCEMENT MEETING RAIL 25 RAIL 26 RAIL 17 MONORAIL raredYNg writb 0*Blorlft REINFORCEMENT REINFORCEMENT REINFORCEMENT Building Code 76 71684/5 Setting Block(7/8"x 2°x 1/8'),85+/_5 dum. EPDM Aaeprm,celrn 1(0-0 0.1 80 61011 Roll-formed Screen Alum ;..,;;;1, Revh d By. Date: Revrsion: 'Tnennn Det. QQ 81 61012 Extruded Screen Frame Alum .•;;•ly pe,%,� By 82 Extruded Screen Spreader Bar Alum Mi i Dade P ct Cor 83 47042W Screen Comer Key with Pull Ring PVC ''>'� Revised Date: Revleran: 84 47041W/CKGLB Screen Comer Key No Pull Ring PVC - �.,,,:.,:��; ' 85 7CASPM TensioPIS pring SS _ ,. _ ® Description: Oen W. 88 s161scaa Le-'o loth Fiberglass = , WINDOW EXTRUSIONS&BOM J ROSOWSKI 87 61635/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl- �1. 6,(� ..�.� ;,r-:'-'� 1070 TECHNOLOGY DRIVE nve: °1 '''"' N.VENICE; FL 34275 HORIZONTAL ROLLER-LM 05/15/15 NOTES: P.O. BOX 1529 ' '.y';:_ ' .(�;'f;��• NOKOMIS, FL 34274 SsAee/AtodeL• Scab: Sheet: Dradng N. Rer. 1)ITEMS#5-12.18,35,36,49-71 8 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL ` �" 2)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. •A'.tj'14N MICLP, ,P.E'.\ CERT. OF AM. 129296 H R-5510 NTS 17 OF 18 M D-H R5510-01 A P.I'.N�9t t �• ' TABLE 21: 16 SASH ASSEMBLY Egress Lock Bill of Material MITERED FRAME WITH `M DETAILS # I Part# I Description• Materia► 1 INTERIOR AND EXTERIOR 1D0 7MC7D24 Multi-Point Lock'Operator Cast Zinc FRAME WELDS 42 106 0 101 73340 Operator mounting Plate Steel 16 102 72015 Multi •nt Lock Keeper Aluminum 31 103 720214 Multipoint Lock Guide Nylon ATTACHED TO 32 EXTERIOR 4e SASH RAIL 104 220217-221 Tie Bar Length Ved Stainless Steel 105 71024X12HFX#10 x 1/2"HH MS Stainless Steel 1 108 78X1FPAX #8 x 1"Ph.FH SMS Stainless Steel 72 X4 107 78X75FPTX 1#8 x 3/4"Ph.FH SDS Stainless Steal i [� 17 ATTACHED TO 103 30 FRAME JAMB i 27 ; 16 `\. :' EGRESS LOCK 37 DETAILS 40 (NOT TO SCALE 39 86 83 ORS 42 104 i 87 OPT.AUTO LOCK I 85 j 45PRODUCTRBVISBD I 20 ATTACHED TO as cemplyins with um P} I _ I FRAME JAMB Building CJde 48 108 A— IG-0214prcl4o .1'7 E piratien Dale r/�`� I 42 + 101 16 O Mian�WI�P,-I- 14 10 82 O OPT. 72 •". 38 ®_ I 102 X4 1 •'` 40 I 41 47 ATTACHED TO 42 1 OPT.SWEEP LOCK FRAMEJAMB 80 OR 81 MITERED 15 O 10N.OVENICE,OR.TECHNLOGY 34275 1 INTERIOR AND MEXT EXTERIOR 100 (941)-480-1600 FRAME WELDS CERT. OF AUTH. 829296 .` eed W. R-bl Dale: on: SCREEN Revl ;: �, ASSEMBLY DETAILS < .. R.N.ed try: Dote: RevLion: —:• De—ip8on: OOR84 Dro.n By: 83 1 _ • ;:= EXPLODED WINDOW VIEW J ROSOWSKI EXTERIOR FRAME �1.• 6 Ir'(L+G .� ASSEMBLY u,i;:':, mie: Dat.: Noyes: DETAILS ,osri-:•`,r~-': HORIZONTAL ROLLER-LM 05/15/15 1)GLASS AND SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ® ,• p :� .• Series odel. Scale: Sheet: Orv.'in No. Rer. 2)J-CHANNEL FRAME SHOWN.PART#1.OTHER FRAME TYPES APPLY. A,LY NMI�S:E- ..:. HR-5510 NTS 18OF 18 MD-HR5510-01 A 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6-8. P.E.M6bM5