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HomeMy WebLinkAboutProduct Approval VJQQ da Building Code Online Page I of 4 Business • Professional f • i SCIS Home ! Log In ' User Registration j Hot Topics Submit Surcharge Stats&Facts Publications t. FBC Stag '. BCIS Site Map Links i Search i Product Approval dbpr _':'�USER:Public User Product Approval Menu>PfodUCt Of ADDIIGa[ipn$eafch>Application Llst>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 -- r [s r),.rZ iv s® Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive DEC i+ AL r,^20�7 North Venice,FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com PERMIT i iNIG St. Lucie County, FL 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 rosowskiC@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory CHorizontal 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 Flqr�da Building Code Online Page 2 of 4 Date Approvec 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..df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:NC 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 CAG 15-0612.14 gdf 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.p_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: 242.3 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 CAC16-0714.13.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(NCA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type, size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.5 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 16-0714,10,12d 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 16-0714,10.0 Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.6 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,,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 16-0714.15.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: 242.7 1 HR-2710M (Impact) 2LT HR-2710M PVC Horizontal Rolling Window https:/,'floridabui 1dine.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDquUsDrhuM3DGCgL7... 5/2/2017 Flgyda Building Code Online Page 3 of 4 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C GAG 15-0528.23 M.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 15-0528.23 M Ddf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type, size,and spacing Created by Independent Third Party: information. (2-lite XX only) Evaluation Reports Created by Independent Third Party: 242.8 HR-2710MI (Impact) 2/3 LT HR2710MI PVC HORIZONTAL ROLLER LMI Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 13-1125.03 MI.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 I I 13-1125.03 Ml.Ddf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. (2-lite XX&3-lite XOX) Evaluation Reports Created by Independent Third Party: 242.9 HR-5410(Non-Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.18.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.18,pd 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 L Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.17.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 ssure:N/A Installation Instructions Other:Please see a rami- ade County Notice of FL242 R21 11 16-0714.17.10df 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.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/12/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0629.09.Ddf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type, size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.12 SGD-2500 Window(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 15-0609.09 WDW.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 15-0609.09 WDN(,W 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.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/04/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0505.01.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7... 5/2/2017 DEC 12 2017 MIAMI•QADE t'EM1111711-JG MIAMI-DADE COUNTY W0111I'M St. Lucie CountyPWODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv 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-B R5510-01 titled"Horizontal Roller-LM", sheets 1 through 18 of 18,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,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. MLSSELE 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 i 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 MAMFDADE COUNTY Expiration Date: September 24,2020 �� g7 Approval Date: September 01,2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0903.10) 2. Drawing No. MD-D 85510-01 titled"Horizontal Roller-LM", sheets 1 through 18 of 18, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseale spacer system, Super Spacer®NXT m spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970; dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.15-0903.10) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NDA No.15-0903.10) Manuel Per Product Control Emin NOA No.16 Otr<li7 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coN nvuw 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 under previous NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. Manuel Pe E. Product Control4-g07U-17 am' er NOA No. Expiration Date: September 24,2020 Approval Date: September 01,2016 E-2 r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition(2014), dated August 28,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.10) 2. Statement letter of no financial interest,dated August 28,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.10) 3. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon,P.E. Supervisor, Product Control Section. (Submitted under previous NOA No.15-0903.10) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. E. OTHERS 1. Notice of Acceptance No. 15-0903.10,issued to PGT Industries, Inc. for their Series"HR-5510"PVC Horizontal Rolling Window-L.M.I., approved on 09/24/15 and expiring on 09/24/20. -4� Manuel Pe Product Control zam'•er NOA No. 1 417 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-3 2-5 ANCHORS,SEE DESIGN PRESSURE RATING IMPACT RATING_ CLUSTER DETAILS SHEET 6 -+{ I+-- 12.3/4'MAX.O.C. VARIES PER REINFORCEMENT LARGE 8 SMALL MISSILE MAX. LEVEL,SEE SHEETS 8A IMPACT RESISTANT 8'MAX. -�•i �- _ ..._...._ --"�:MEET 3 SEE SEE SHEETS 9.16D.D,SEE 2-5 ANCHORS,SEE CLUSTER 15&4 18.94"MAX O.C. f SHEET I DETAILS SHEET 6 MAX,O.C. _ B,SEE A,SEE ._._._._._._._._. -_.- .--11 8"MAX. I-w- ___._.______ f SHEET 3 SHEETJ� 10'MAX. _ _ C.SEE 10"MAX _- _._._._._._._ - A SHEET 4� _.-._._._._._._ -.-.__._.-._.---.---._._._ y E.SEE r'- 1 C SHEET 3+ 18' 78' E EQUALLYL (� / MAX.O.C. MAX. 72' SPACED V- BUCK / / MAX. 63" ANCHORS PER / I HEIGHT 1 I BUCK EQUALLY / / / MAX. TABLES 17-27 HEIGHT SPACED ATABLES PER BUCK / I SEE / / � TABLES 17.27 � HEIGHT SHEETS 9.18 I MAXO. O X Q X X Q X X.O.C. 8'MAX. 8"MAX. SEE SILL SEE SLL WEEPHOLE� WEEPHOLE SEE SIL - 8 DETA0.S, 4"O.C. I 3'MAX. DETAILS. 4'O.C. 3'MAX. WEEPHOLE I1 4'O.C.BETWEEN 3.MAX SHEETS BETWEEN �{ �- B SHEET BETWEEN L- 0 DETAILS, WEEPHOLES EPNOLES EPHOLES C SHEETS 75"MAX.BUCK WIDTH 75'MAX.BUCK WIDTH 140"MAX.BUCK WIDTH ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN STANDARDS USED: GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER •2014 AST FLORIDA BUILDING CODE(FBC),STH EDITION • STM E1300-09 1)THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ANSI/AFBPA NDS-2012 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ.THE OUTBOARD LITE(CAP)MUST TEMPERED. -ALUMINUM DESIGN MANUAL,ADM-2010 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 •AISI-S100-07/52-2010 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. --- 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GENERAL NOTES............ I ELEVATIONS.................................1 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. FRAME,GLASS..ANCHOR 6)1/1'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS.............................2 INSTALLATION,FLANGE 8 7)DESIGN PRESSURES: EQUAL LE ........... INSTALLATION,INTEGRAL A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 6 CYCLE TESTING AND GLASS PER ASTM El 300. INTEGRAL FIN ..... B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM El 300. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN 8 CHANNEL...................... 4 GLAZING THE DESIGN OF THIS PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT CONE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS DESI DETAILSDN PRESSURES ...................5 SI ...................6-0 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, ANCHOR QUANTITIES................9-16 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EXTRUSION PROFILES 8 BOM....17 10)REFERENCES:TEST REPORTS FTL-8072,8073 8 8074;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE 8 BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION MONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AFBPA NDS 8 ALUMINUM DESIGN MANUAL ASSEMBLY.....................................18 PRODUCT REVISED 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. a c mplying with the Flatidn Building Cade 1� USER INSTRUCTIONS: ac O f •20 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. Redeed By: Dots: Redelorc 2 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX).SIZE,GLAZING OPTION FROM(TABLE 1)AND JR 05/05/16 A)ADDED SPACERS TO By REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING SHEETS. Y4inmi e t /y� TABLES 6-16(SHEETS 6A).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING - ReHeed By: Dab: R*NI#A— OBTAINED INSTEP 1.USE INDEX TABLE SON 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 CONDITIONS. RX Daerlpeere �� . 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9-16).VERIFY THE ANCHORASUBSTRATE WILL MEET L GENERAL NOTES&ELEVATION J ROSOWSKI REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET 6 `tA [V - SET ARE MET. 1070 TECHNOLOGY DRIVE 69e: DaN: SHNSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIN/J-CHANNEL INSTALLATION. N. VENICE, R 34275 HORIZONTAL ROLLER-LM 05/15/15 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. P.O. BOX 1529 :• NOKOMIS, FL 34274 SN-/M-W. Sade: I Sbeh Orenhtp fb. Mr. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.LiMWMILLEFL P.E. HR-5510 NTS 1 OF 18 MD-HR5510-01 A INTEGRAL FIN OR EQUAL LEG/BOX),SEE FIGURE 8 ON SHEET 2. PEA 58705 CERT. OF AUTH. #29296 TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glow Description(Listed from Exterior to Interior) From# Glass Installation options Conditions Option Deall Shoot Type a 7 /8"Laminated I.G 1/8"A Exterior Cap+7/16"Air Space+5/16"Laminated;(2)LHes of 1/8"A Glass with.090"PVB Interlayer (we Type.B) (see Table,11 Conditions 6 718"Laminated I.G.:1/8'T Exterior Cap+7/16"Air Space+5/16"Laminated;(2)LRes of 1/8"A Glass with.090"PVB Interlayer Through the Into 2X Wood Fratne/Buckatdp-sheat 4,option 5 J-Channel hit"en-..... ....Into Metal-sheet 4,option 8 7 7/8"Laminated I.G.:3/16"A Exterior Cap+3/8'Air Space+5/16"Laminated;(2)Liles of 1/8"A Glass with.090 PVB Interlayer (#1) 1 4 j; 9h the keme kdo 2X Wood FramelBuckstrip-sheet 4,option e 8 7/8"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+5/18"Laminated;(2)Lites of 1/8'A Glass with.090"PVB Interlayer of the window...... ....Into Metal-sheet 4,option 7 10 718"Laminated I.G.:1/6"T Exterior Cep+7/16"Air Space+5/16"Laminated;(2)Lites of 1/8'H Glass with.080'SG Inledayer Wo 2X Wood FramolBuckstrip-shoat 3,option t 11 718"Laminated I.G.:3/18"A Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Utes of 1/8'H Glass with.090"SG Interlayer R—ge t-4 Through the katne ....Into ConcMelCMU- hoot 3, tion 2 12 7/6'Laminated I.G.:3/18'T Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Lites of 1/8"H Glass with.090'SG Intedayer (#z) ofthe window...... ....through 1X Buckstrip Into Concrete/CMU-shat 3,option 3 14 7/8'Laminated I.G.:1/8"T Exterior Cep+5/16'Air Space+7/18"Laminated;(2)Liles of 3/16'A Glass with.090"SG Interlayer ....Into Metal-sheet 3,option 4 15 7/8'Laminated I.G.:3/16"A Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Utea of 3/16"A Glass with.090"SG Interlayer Though the ..Into 2X Wood FramerBuckstdp-sheet 4,option 5 1 Integral Fin integral In...... ..-.Into Metal-sheet 4,option 8 18 716"Laminated I.G.:3/18"T Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Utes of 3/16"A Glass with.090'SG Interlayer teal 4 Through the tame ....No 2X Wood FramalBuckstrip-sheat 4,option 6 SEE SHEET B,TABLE 5 FOR uLAziNG/DESIGNORAGE INDEX. of the window...... ....Into Metal-sheet 4,option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5.7,11 8 15 ...Into 2X Wood Frarne/Buckstrlp-sheat 3,option 1 MAY NOT BE USED IN THE box Through the kame ....Into Concrete1CMU-sheet 3,option 2 Group Anchor Substrate Min.Edge Min. HVHZ ABOVE 30. Eq---Leg 1-4 of the window...... ....through 1X Buekstdp Into ConcretdCMU-shoal 3, ten 3 Distance Embedment' • (#4) S ....into Meth-steel 3,option 4 1110 SMP.T. OUt m Pine(SG=O. ) 7116" •MIN.OF 3 THREADS S.S. Steel,A36' 3/8" 0.050" BEYOND THE METAL (steel,1 SM Or 41S.S.) Steel Stud,AM Gr.33' 318" 0.0451"(18 Ga.) SUBSTRATE.FOR "A"=ANNEALED A Aluminum,6063-T5* 3/8" Q,IYS(y STEEL STUDS, "H"=HEAT STRENGTHENED SG=0.55 7/16" 1-• MIN.Fu-45 KSI d 'P=TEMPERED P.T.Southern Pine ( ) MIN.Fy=33 KSI. FIGURE B:FRAME TYPES •pyg•_.pgp•BUTACITE®PVB 3116"steel Ultraoon Concrete(min.2.85 ksi) 1' 13/8' 'UNGROo BY KURARAY AMERICA,INC LkWouted CMU,(ASTM C-90 2-1/T 1-1/ VALUES TED CMV P.T. SOD Southern Pine G=0.55 9/16" 13/8" VALUES MAYBE SG'_.N T LAY R BY KU q12 SMS � ) USED FOR GROUTED 2 0 fX ] INTERLAYER BY KURARAY Steel,A36' 3/8" 0.05(" CMU APPLICATIONS. AMERICA,INC. eel,18.8 S.S. Steel Stud,A653 Gr.33' 3/8" 0.0451'(18 Go.) INSTALLATION NOTES SEE SHEETS 3 8 4 FOR ILLUSTRATION or 410 S.S.) Alumlmlm,6063-T5' 3/8" 0.083" FLANGE EOUAL- Concrote(min.2.85 ksi) 1" 1-3/4' 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON LEG 1/4'steel Ultracon routed CMU, ASTM G90 2-1/T 1_1/4• TABLES 2 d 3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE C Ung ( ) DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE 1/4"steel Cretekex Concrete(min.3.35 ksi) 1" 1314 USED ON ANY SIDE OF THE WINDOW. - LIT 1/4"steel Uitraeon Concrete(min.2.85 ksi) 2-1/7 1-3/4" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1/4"steel Uitracon P.T.Southern Pine(SG=0.55) 1" 2.THIS SHEET.ALL WOOD BUCKS LESS THAN 1-Mr THICK ARE TO o 1/4"steel Cretellex Concrete(min.3.35 kel) 2-1/T 13/4" BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE Ungrouted CMU,(ASTM C-90) 2-1/T 1-1/4" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD (�LJ Q 3 D 1/4"steel Cretetle% BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER,1X AND 2X ��J Pine;(7=0.55) 1" 13/5' BUCKS(NMEN USED)SHALL BE DESIGNED TO PROPERLY J-CHANNEL INTEGRAL 114"steel Aggre-Gatoft�,��hem (min.3. el) 1-112" 13/6 TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND FIN rn Pine SG=0.55 1' INSTALLATK)N IS THE RESPONSIBILITY OF THE ENGINEER OR 1/4"steel Aggre-Gala ARCHITECT OF RECORD. ed CMU,(ASTM C-90) r T 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED es camplyir�p.vith the Florida Group Anchor Substrate Min.Edge Min. 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. Bu Pt Code Distance Embedment' Acceptstce W/ -0 I�. asakrsd!r R-Won: ration Dale h E 2-1/2"x.131"Common Nell P.T.Southam Pine(SG=0.55) 3/8' 2-7/18" By 2-112"Rlrgahank Rooting Nall P.T.Southern Pine(SC-0.55) 3/6" 2-7/16" Mi Rebleed 6/f Dow RMNm: Mi < tdnctC P.T.Soulhem Pine(St-0.55) 11T 13/6" #10 Tnnshead SMS Aluninun,6063-T5' 318" 0.050" (steel,18-8 S.S. �� Steel Stud,Gr.33' 318" 0.0461•(18 Go.) or410S.S.) MIN.oF3 C( ! GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F Steel,A36" 3!6" 0' THREADS BEYOND 6 (Y P.T.Southern Pine(SO=0.55) 9116" 13/8" THE METAL 1070 TECHNOLOGY DRIVE M.- 012 012 SMS Aluninun,81183 T5' 3/e" 0.083' SUBSTRATE.FOR N. VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 ptsN,1&8 S.S. Steel Stud,GL 33' 3/8" 0.050" STEEL STUDS, P.O. BOX 1529 or 410 S.S.) MIN.Fu=45 KSI 8 NOKOMIS. FL 34274 4adae/Mdµ Seep: D-17 N. iter. Steal,A-W 3/8" 0.050" MIN.Fy 33 KSI. A.LYNN MILLER,P.E. Cl7rr. OF AWN }29296 HR-5510 NTS 2 OF 18 M D-HR5510-01 A P.E.0 59705 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES - INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION 21 R 22 OR 23 ANCHORED THROUGH FRAME AND/X INSTALLATION EMBEDMENT AND EDGE BUCKSTRIP INTO .SHEET 2.CMII. OPTION 4 SEE INSTALLATION NOTES SHEET 2 ( EE SHEETS ) SEE NOTE 2,SHEET 2. OPTION DISTANCE PER SUBSTRATE, ANCHORED THROUGH TYPICAL FOR ALL SHEET 2. ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2, FRAME INTO METAL "XO'OR"OX"SASH 1/4•MAX SHIM � EMBEDMENT FRAME INTO 2X WOOD 18 29 —� FRAME OR BUCKSTRIP. � � 114'MAX.SHIM 19 18 30 28 SEE NOTE 2,SHEET 2. Q 13 20 40 OPERABLE ^ - EDGE FLANGE I EMBEDMENT 010 OR$12 STEEL 1._I— 3738 SASH DISTANCE FRAME ` i SMS(G5),SEE - --- l SHOWN JJJJI-- TABLE 2,SHEET 2. o y 28 (� TVP.ANCHOR TYPE, 2 a IM"MAX SHIM FIXED — a 9 EMBEDMENTAND 13 LRE VISIBLE I EDGE DISTANCE PER _F SUBSTRATE,SEE -�� IJOHT WIDTH TABLE 2,SHEET 2. 72 0 OI 85 87 DADE APPROVED MULLION, 28 FBC COMPLIANT VISIBLE EXTERIOR 0 ALUMINUM/STEEL FRAMING FLANGE 72 LIGHT WIDTH 14 n('� EQUAL OR STEEL IVU.. BE FRAME 24 OR 25 OR 28 4 LEO (1)AT MID-SPAN OF INTERLOCK VISIBLE FIXED VERTICAL OR HORIZONTAL. SHOWN (SEE SHEETS 8-8)TYPICAL FOR ALL FRAME ®(1)3-1M'FROM EACH SASH LIGHT LITE SEE SUBSTRATE PROPERTIES. SHOWN CORNER AND(1)AT CENTER OF HEIGHT TABLE 2,SHEET 2 "XO"OR"OX"FIXED MEETING RAIL BUCK WIDTH SASH STILESIRAILS 2B HORIZONTAL SECTION A-A(OX) OR 2223 BUCK .1 28 30 18 19 18 (SEE SHEETS 8-8)TYPICAL OPERABLE OPERABLE 40 20 - Q OPERABLE Q - FOR ALL"XO)'SASH HEIGHT EXTERIOR SASH SASH SASH f-I �� VISIBLE � ter-fi o 37-39 i- 21 RI Z2 IOR 23 LIGHT 0 �I I Q EE SH ETS 8-8) HEIGHT - J, I` 28 41 TYPICAL FOR l ❑ '� - - ALL SASH J�- 1B FIXED VISIBLE LITE t I VISIBLE I _ 46 47 LIGHT WIDTH - __�� LIGHT WIDTH fff� 4 � FLANGE 81 FRAME 85 0 o I o WEEP OPT. SHOWN 97 _� �•- NOTCHES 80 0� oD ` 42 EXTERIOR 311'X1/4" 26 R 26 = VISIBLE �\ /_1 1-1/4'X 1p' LIGHT WIDTH '-�7�� 14 q 2 (SEE SHEETS")TYPICAL F R 4 ALL'XOX"FIXED MEETING RAIL 33 \ 1/4'MAX --- BUCK WIDTH _ EQUAL-LEO PRODUCT REVISED SHIM as complying with the Florida HORIZONTAL SECTION E-E X X FRAME INSTALLATION AS PER SECTION A-A ABOVE SHOWN A=pt— lCork EQUAL LEOro�.,norDeie/6•Q.7.L FRAME SHOWN ," r ReWaed By: Data: Rav7don: ' EMBEDMENT RYMi�m' Jh INSTALLATION RaWsM Or. Oald: RaMdon: OPTION 2 ' ANCHORED THROUGH FRAME DIRECTLY INTO Doan 6r CONCRETFJCMU. = �• ® FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI TYP.ANCHOR TYPE, DISTANCE VISIBLE LIGHTFORMULAS _ ( I`•( 4 EMBEDMENT AND EDGE VERTICAL (EQUAL-LITE,XO&OX) 1070 TECHNOLOGY DRIVE 17W: DOta DISTANCE PER SUBSTRATE, WIDTH:BUCK WIDTH/2.4.1/4' N. VENICE, FL 34275 HORIZONTAL ROLLER-LM . 05/15/15 SEE TABLE 2,SHEET 2. SECTION B-B HEIGHT:BUCK HEIGHT-7-1N• .t P.O. 9OX 1529 NOKOMIS. FL 34274 ; Stator; Slr.at: Droainq Na. Rea. A.LAN WLLER P.E �� RUTH 29296 HR-5510 NTS 3 OF 18 MD-HR5510-01 A P.E0 511705 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 1R 22 R 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME $EE INSTALLET ATION NOTES SHE2 EE SH METS ) NOTE 2,SHEET 2. CAL FOR ALL EMBEDMENT ANCHORED THROUGH INTO METAL(INTEGRAL TYPI INTEGRAL FIN INTO 2X EMBEDMENT 1 FIN/FLANGE REMOVED) 'XO'OR'OX"SASH WOOD FRAME OR BUCK- 1 18 29 STRIP.SEE NOTE 2, EDGE 1/4"MAX.SHIM 19 18 30 28 EDGE SHEET 2. DISTANCE 13 20 40 OPERABLE DISTANCE SASH X10 OR N12 STEEL _ JLHANNEL SMS(06),SEE 37-39 FRAME SHOWN O TABLE 2,SHEET 2. 28 1 9)) TVP.ANCHOR TYPE. p 1J EMBEDMENTANO t-1/4"MAX SHIM FIXED 41 o o rr' EDGE DISTANCE PER 1 LITE oBIBLE SUBSTRATE,SEE TYP.ANCHOR TYPE, FIN AND/OR -I I LIGHT WIDTH EMBEDMENT AND EDGE FLANGE MAY BE TABLE 2,SHEET(SCREW SHOWN)) DISTANCE PER SUBSTRATE. REMOVED IN-FIELD 72 _ SEE TABLE 3,SHEET 2. o 8587 FINJr FRAME O 13 i VISIBLE 42 0 SHOWN EXTERIOR DADE APPROVED MULLION, 0 -yi LIGHT WIDTH 29 FBC COMPLIANT r7 ALUMINUM/STEEL FRAMING 72 24 26 R 26 14 V 3 OR STEEL STUD.MAY BE (SEE SHEETS 6-8)TYPICAL FOR ALL VISIBLE FIXED VERTICAL OR HORIZONTAL. LIGHTLITE SEE SUBSTRATE PROPERTIES, "XO'OR"OX"FIXED MEETING RAIL SUCK WIDTH INSTALLATION HEIGHT TABLES 2&3,SHEET 2. HORIZONTAL SECTION C-C(OX) 22 R 23 OPTION 8 (SEE SHEETS 8.8) ANCHORED THROUGH 18 TYPICAL FOR FIN INTO METAL 30 18 19 ALL'XOX" (FLANGE MAY BE REMOVED) 28 OPERABLE SASH 20 BUCK EXTERIOR OPERASASHLE IO SASH #10 OR#12 STEEL HEIGHT (� _ o 37-39 - --� �vv�-- VISIBLE -�' i-1i -� SMS(G5),SEE 21 R(22 OR 23 LIGHT OPERABLE 0 b I l ; �I r a TABLE 2,SHEET 2. (SEE SH ETS 6.8) HEIGHT SASH 28 LJ LJ VJ LJ TYPICAL FOR _ o I I _ 41 FIXED kALL SASH 16 VISIBLE I _ _ o UTE o _ VISIBLEBe I_ O45 47 LIGHT WIDTH III"'««""" -1 LIGHT WIDTH OPT. -�----- � 8FIN 80 1 C_ FRAME 87 85 r1 WEEP 29 SHOWN C-J-- -- 42 OO NOTCHES 29 VISIBLE EXTERIOR 3/4'X 1/4" 25 R 26 '1 LIGHT WIDTH 72 14 J-CHANNEL 1-1M"X V4' (SEE(SEE SHEETS 6-8)TYPICAL FOR 1 FRAME 15 ALL"XOX'FIXED MEETING RAIL SHOWN 33 � � SUCK WIDTH 3 114*MAX HORIZONTAL SECTION F-F(XOX) PRODUCTREVISED o p SHIM (1)AT MID-SPAN OF INTERLOCK INSTALLATION AS PER SECTION D-O ABOVE o. ldi g rnB wit6�Fl w FIN FRAME 1 3-1/2"FROM EACH SASH A—pl Cade T (] Accept.nm No ¢4v 4a CORNER AND(1)AT CENTER OF .. R.h d By: DO.. RaN.i.a: "J Rm DM. SHOWN SASH STILESIRAll3 TVP.ANCHOR TYPE, By EMBEDMENT ANO G7 EDGE DISTANCE - Rowwd W. Dow RMMon: Mian odsct Con EDGE DISTANCE PER SUBSTRATE,SEE SEE - TABLE 3,SHEET 2. -+1 EMBEDMENT - ® Desalptlea; pOH VISIBLE LIGHT FORMULAS C( = J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI VERTICAL C I�-6 ' INSTALLATION OPTION 5 (EQUAL-LITE,XO&OX) 1070 TECHNOLOGY DRIVE TIV.: ANCHORED THROUGH INTEGRAL FIN SECTION D-D WIDTH:BUCK WIDTH 12-4.1M' N. VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 INTO 2X WOOD FRAME OR BUCK- HEIGHT:BUCK HEIGHT-7.1/4' P.O. BOX 1529 STRIP.SEE NOTE 2,SHEET 2. NOKOMIS, FL 34274 Su4.�yod.0 Se" Dr..Np Ma R.r. A.IVNN MI4lA.E.\ CERT. OF AVM. /29298 HR-5510 NTS 4 OF 18 MD-HR5510-01 A REA 58705 SILICONE STRUCTURAL --�{ 7/8•NO 7/8'NOM. 7/B"NOM. -+-{ 7!8'NOW POLYISOBUTYLEN 1/4 NOM. WITH DESICCANT KODISPACE 5/16"A/A PV6 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB EXT.GLASS 0 4SG TPS 7116"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 1/8"A_GLASS 1/6"T GLASS 3118"A GLASS 3/18"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR INT.GLASS 78-79 78-79 7679 78.78 ALUMINUM REINFORCEMENT GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 5/18"NOM. BUM& DESICCANT 7M.7qM, {..� -�{ 7AY NOW 778'NOM. 7/8•NOM. �+ FOAM EXT.Guss n DURASEAL® ❑SPACER 5/16"H/H SG 5/16'H/I-I SG 5/16"H/H SG 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE INT.GLASS 1/8"T GLASS--\ 3116"A_GLASS--\ 3/16"T GLASS 118"T GLASS EXTERIOR a EXTERIOR a EXTERIOR 4 EXTERIOR 4FA MELT BUTYL r � 78-79 7e-79 7679 STRUCT SILI FOAM3/16"NOW GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 DESICSUPEFxT.cuSPACERSNXT° 7B'NOM. —�{ lis NDM. 1rz•NOM.cLAss 78.79 BITE TYP.72 74 7/18"A/A SG 7/16"A/A SG.GLASS EXTERIOR ' GLASS TYPES 5.7,11&15 1/4"AIR SPACE 1/4"AIR SPACE MAY NOT BE USED IN THE 28 � HVHZ ABOVE 30'. POLYISO- PINT. NT FILL AREA 3/16"A GLASS 3/16"T GLASS BUTYLENE 29 76 a EXTERIOR G]EXTERIOR 'GLASS TYPES 10-12&1<-t6 SEAL6/18'NOM. LICONE SEAL 29 MAV NOT L USED WITH ROLL-FORMED 7e 79 FIN OR INTEGRAL FIN FRAMES STAINLESS STEE XL EDGE'"' 33 PRODUCE REVISED EXT.GLASSSPACER ❑ GLASS TYPE 15 GLASS TYPE 16 aacemplyirydwiurlMaFlorida O Accepts Code Acceptance No 1(0-o r4. RrNaad W. Dbta: A)ADD UNe JR 05/05/16 IAdIov�Eo cDxsra�oe nlLs. By -� GLAss TYP.GLAZING DETAIL MI. R.w.e or Deb: iteNafen: J "A'=ANNEALED ® Daaafptlorc Perth DeeeAp9on Malaria] "H'=HEAT STRENGTHENED �• GLAZING DETAILS J ROSOWSKI T.TEMPERED 6 1 1 K I l" 78 Kommeding 4SG TPS Spacer System "PVB•_.090'BUTACITE®PVB BY KURARAY AMERICA,INC. - 1070 TECHNOLOGY DRIVE mh: Dela` 77 lQuanex Super Spacer nXr w8a Hot Men Butyl Sae lMs "SG"_.090"SENTRYGLAS®INTERLAYER BY KURARAY N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW-LM 05/15/15 Sheet for AMERICA,INC. P.O. BOX 1529 78 Ouenex Dumseal Spacer MNedels NOKOMIS;FL 34274 sw_/bw*k scab. Draehip Ne. Rar. 79 Cardinal X_Edge Spacer FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1, A.LYNN MILLCA,P.E. CEW OF AUTH #29298 HR-5510 NTS 5 OF 18 MD-HR5510-01 A REFERENCE TEST REPORTS:FTL-8717,8968&8970 SHEET 2, 1 P.E./58705 TABLE 5: Index to All Design Pressure and Anchor Quantity Tebbe M... M... Gips R.M. D..Ign P—.— Anchor Gu.Mny TABLES TABLE 7: C-ft Widlh P.Ight Typ. L—I GI...Typa. Design Pressure(lbs/ft2) Gl—Type. Design Pressure(IbsIR7) 5-8 for XO or OX Windows 5-6 for XO or OX Windows 54- 1 SI' 2 7 6 16 9 Reln1,Leel R1 All Buck Halghte up l0 54" Reint Level R2 All Buck Heights up l0 54" 75' 63' S 3 6 7 19 10 _ 77 / 10 6 10 All Buck WId1M +�/-50 All Buck Width. +55/-70 xp 54' 1 6 6 17 9 W to 7S up to 75" 34' 2 7 6 10 9 SEE TABLE 17 FOR ANCHORAGE SEE TABLE 78 FOR ANCHORAGE Ox 75' 83' 6-8 3 s 7 19 10 er 4 11 a 21 11 7S / 1 10 1 6 20 10 75- 78' 10.12 4 12 1 8 22 11 14-16 4 12 6 22 11 •6 3 0 7 23 72 HEADER HEADER 120' 63" 5&S 4 13 0 24 iZ xox 74:6 4 14 a 25 11 140• 63' 10.12 4 13 26 1 i4-16 416 6 27 is u" r— 4-MAX.o.C. SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH O 21 FOR WINDOWS WITH D 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 5-ANCHOR FRAME TYPES a 27 CONFIGURATIONS)TYPES YP S& 21 CLUSTER DETAIL CONFIGURATIONS) 0 4'MAX.O.C. r-- EXIEnOR SILL - — SILL a 4-ANCHOR SASH WIDTH SASH WIDTH CLUSTER DETAIL e o — MEETING RAIL ® e MEETING RAIL 4'MAX.O.C. 21 21 0 21 21 JAMB r�-n OR JAMB EXTERIOR 73-AlCHOR Vo PRODUCT REVISED NOTES: .wnplying with the Florid.STER DETAIL B�dm6 N q,o 4 17 1)USE THESE TABLES FOR ALL WINDOWS Aeeepleoee No fjDZU INSTALLED THROUGH THE FRAME OR R.N..d W. RM.kn: roi Date 7 INTEGRAL FIN. - JR 05/05/16 A)MOVED CLUSTER By 2)FRAME DIMENSIONS ARE BUCK WIDTH AND DETAILS M.m1 1.de p.AeMACo.e+C 8"MAX.O.C. BUCK HEIGHT(SHEETS 3-4).SASH SIZE IS AS R.Nwd By: .: Rn4M.n: 4'MIN.O.C. i : PER THE FIGURE. - 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ® DESIGN PRESSURE TABLES J ROSOWSKI 4)'114-1/2"114"AND-113-1/3-113-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS 2-ANCHOR v 1070 TECHNOLOGY DRIVE note; 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.O. BOX 1529 THAT NO STANDARD SASH CONFIGURATIONS NOKOMIS. FL 34274 ScaN: Drs.lrp No. R.r: FALL WITHIN THE RANGE. A.LYNN MILLER,P.E. CERT. OF AM. /29298 HR-5510 NTS 6 OF 18 MD-HR5510-01 A RE,9 58705 TABLE 8: Guess Type* Design Pressure(Ibs/fe) 5-8 for XO or OXWindows Relyd Leta/R3 All Bwk Heights up to 63' AN Buck WId1M HEADER w to 75' +50/-50 SEE TABLE 19 FOR ANCHORAGE TABLE B: Glass types Design Pressure Qbsme)for XOR 22 5-8 Sash Sash O Wldlh YMndows RAM Letel Ct 00"iaR Rupe On) Window Buck Height SASH R3 4B' 1 54" 1 63" HEIGHT 35.114" K-x-K 11.391.11.391 +50.0 1 560 +50.0 -50.0 1•58.0 50.0 3e" K-K-K 12.398-12.308 +50.0 50.0 +50.0 50.0 +50.0 50.0 O22 45-118' K-K-K 11.391-13.397 +59.0 -50.0 +50.0 -50.0 +5D.0 -50.0 K-K-K 13.398.14.883 +50.0 500 +50.0 -50.0 +58.0 50.0 34_}4_K 173 4" 11.391-12297 +50.0 50.0 +50.0 -%0 +50.0 50.0 - - K-K-K 12.z911-15.55e .50.0 -sao +50.0 50.0 +50.0 So.o Custom 11.391•12.016 +50.0 50.0 +50.0 -%0 +50.0 50.0 EkIERIon SILL � 52-118' K-K-K 12.017•13.397 +50.0 500 +50.0 50.0 +50.0 -50.0 K-K-K 13 398-17.016 +50.0 1 .500 +50.0 •50.0 1+50.0 50.0 Custom 11 391-13.397 +50.0 1 500 +50.0 -%a 1+58.0 50.0 SASH WIDTH 80" K-yj-J4 13.398.15.308 +50.0 500 +50.0 50.0 +50.0 50.0 15.361.19.041 +50.0 500 +50.0 -50.0 +50.0 -50.0 Custom 11.391-13.397 -50.0 -500 +50.0 50.0 +50.0 50.0 O e o MEETING RAIL 75" u-x-x 13.398-19.110 +50.0 500 +50.8 .50.0 450.0 50.0 25 K-K-K 19.111-24.841 +5D.0 .50.0 +50.0 .50.0 +50.0 -50.0 Custom 18.300-19.397 .50.0 508 +50.0 .50.0 +491• 49.1• - 22 22 a 96" }S-K-K 19.3911-24.300 +9D.0 50.0 +50.0 •5D.0 +50.0 50.0 JAMB EXIUM Coelom 24^361-30.360 *SD! 508 +50.0 50.0 +50.0 -58.0 n o V 120' x-x-K -3o.3e0 +50.0 -50.0 +..o 50.o M +501-50 FOR GLASS TYPES 8.8 SEE TABLE 23 FOR ANCHORAGE MIN.SASH SIZE=WINDOW WIDTH.5928 2 SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL PRODUCT REVISED FRAME TYPES 8 as mmpivi-9 with the Florida CONFIGURATIONS) Building Cods Ac-ptsnce No 'O ./7 Rowsod W. Dnta: RarlNen: ration Date �1 By Re.bd W. Dula: Ra*labrr Mi Dade Pwdm D800,0 6 NOTES: .1`(. �6 ® D GN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 1070 TECHNOLOGY DRIVE TIBa: �- 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 NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. P.O. BOX 1529 4)914-12-114•AND•1/3-113-113"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH NOKOMIS: FL 34274 Sarin/4lodek Ssele: OrewAq Ne. Raw RANGE IN THE ADJACENT COLUMN.•CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYNN MILLER.P.E. CERT OF A71M #29296 HR-5510 NTS 7 OF 18 MD-HR5510-01 A THE R/WGE. REA 58705 TABLE 11: _ TABLE 12: TABLE 13. Glee.Type, Glass Types Design Pressure(fbsNe)for Glass Types Design Pressure(ibs0s)for 5 a 6 sash Design Pressure(lbs/fl2)for XOX Windows TABLE 10. 5.8 XO or OX Windows 1812814.16 XOor OXWlndowsSash Wldlh Relnl Leel COnIgUrGdOn Range(in) Window Buck Height Reint Level Windav Buck Height Reirrr Level Window Glass Trpes FD...Xg.n Pressure(IbsNe) R4 46" 54" 83" R4 54' 83" 76' Ra �' 48' $4" e3" e -8 Or OX Windows Custom 11.391-13.397 +85.0 -70.0 +85.0 -70.0 +85.0 -70.0 +65.0 -06.3 25-172" +85.0 -70.0 +65.0 -70.0 +65.0 -70.0 25-1/2' +65.0 •110.0 +85.0 410.0 +05.0 -1%0 Relnf.Leel R4 AN Bunk Heights W to 7Y t60" K-K-K 13.398-15.360 +85.0 -70.0 +65.0 -70.0 +05.0 70.0. +05.0 -70.0 kh 28" +65.0 -70.0 +85.0 -70.o +65.0 -70.0 V28" +65.0 -110.0 +85.0 -110.0 +85.0 .110.036" -05.0 -70.0 +85.4 -70.0 +65.0 -70.0 +65.0 -110.0 +65.0 •110.0 +05.0 -110.0 K-K-K 15.351-19.641 +65.0 -70.0 +65.0 -70.0 +88.0 70.0 +08.0 -70.0 AX Buck Widths +�l-� +85.0 -110.0 +65.0 -110.0 +65.0 .110.0 Custom 11.391-13.397 +65.0 -70.0 +60.0 -0.6 +83.3 -03.3 +53.2 -5315�6. 2up to 75' 42" +65.0 •70.0 +65.0 •70.0 +85.0 "70048' +BSO -70.0 +65.0 -70.0 +85.0 -700 +85.0 •110.0 +65.0 -110.0 +85.0 -710.0 75" K_K_K 13.388-18.770 .365.0 -70.0 +65.0 -70.0 *65.0 60.5 +50,2 SEE TABLE 20 FOR ANCHORAGE 19.111-24.841 +85.0 -70.0 +BS.O -70.0 +85.0 -70.0 +85.0 650 -70.0 +85.0 •70.0 +65.0 -700 +65.0 -110.0 +�.0 -110.0 +85.0 -39Custom 18.380-18.397 +85.0 -780 +69.9 69.9 +SS.S 66.5 *49.7•70.0 +65-0 -70.0 +64.3• -04.3• +65-0 -110.0 +85.0 .103.5 +85.0 -60.0 '*65/-70 FOR GLASS TYPES 6-8 SEE TABLE 22 FOR ANCHORAGE �' K-K-K 19.398-24.380 +$4.0 -70.0 +821 -021 +58.0 68.0 +60.3 SEE TABLE 21 FOR ANCHORAGE Cutlom 24.381-30.380 +�.0 -70.0 +85.0 -70.0 +85.0 -073 +570 TABLE 15: c3 128" J'-}S-K •• -30.300 *06.0 -70.0 +59.8 -09.9 *88.8 -06.5 +49.1 (mass Typesz WINDOW WIDTH-59.26 SEE TABLE 24 FOR ANCHORAGE Design Pressure(Ibsfll)for XOX HEADER '•MIN.SASH SIZE 2 10-12 Sash Sash Windows TABLE 14: Relyd.Leal Configuration Range Glees Types Wnge Qn) Wridow Suck Height 7 a 8 Sash Design Pressure(lba/R?)for XOX Windows R4 48- 54" 63. Sash Wdlh Custom 11.301-13397 +85.0 -110.0 +65.0 -110.0 +85.0 -110.0 O Relnf.Level C-Ilg-tion Range(in) Window Buck Haight 60' K-Y::-K 13.398-15.350 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 R4 36" 48' $4' 1 B3' KKK 15.361-10.041 +65.0 -170.0 +65.0 -110.0 +65.0 -110.0 23 Custom 11.391-13,397 +65.0 -70.0 +65.0 -70.0 +05.0 -70.0 +65.0 -70.0 Custom i 1.301-19.307 +65.0 -110.0 +85.0 -110.0 +65.0 -110.0 �" Y.-%-X 73.398-15.380 +85.0 -70.0 +86.0 -70.0 +BS.O 70.0 *65.0 -70.0 75" K-Ni-K 13.398-19.110 +65.0 -110.0 +65.0 -170.0 +05.0 -110.0 HEIGHT a 3HK-K-K 15.381-19.841 +85.0. -70.0 +68.0 -70.0 +$4.0 70.0 +$4.0 -70.0 K-K-K 19.777-24.841 +65.0 -710.0 +65.0 -110.0 +55.0 -110.0 Custom 11.391-13.307 +65.0 -70.0 +05.0 -70.0 +BS.O -70.0 +�.0 -70.0 Whom 17.$41-19.3W +85.0 -170.0 +85.0 -110.0 +86.0' -104.11• 75" K-K-K 13.396•19.110 +$4.0 -70.0 +66.0 -70.0 +05.0 -70.0 +87.0 -70.0 06' 19.3011-24.3110 .305,0 -170.0 +65.0 -110.0 M5.0' -109.5' 23 K-K-K 19.111-24.641 +05.0 -70.0 +00.0 -70.0 +$4.0 70.0 +65.0 -70.0 K-Y'K Clwtom 18.300-19.397 +65.0 -70.0 +05.0 -70.0 +08.0 -70.0 *88.0• -07.7 $ Custom 24.367-31.$41 +85.0 A- +651-110 .0 -110.0 +05.0 -710.0 96' 19.398-24.380 +85.0 -70.0 +65,0 -70.0 +884 -70.0 +68.0' AB.B• K-K-K 29.641•32515 +65.0 .0 -110.0 +85.0• -104.61 K K K 120• Custom 124.361-30. +05.0 -70.0 +�.0 -70.0 +85.0 -70.0 +08.0 -70.0 K-%-X 32.518.39.641 +65.0 .0 -710.0 +65.0 -110.0 -,120' Y-K_K -30.380 +05.0 -70.0 +67.0700 +67.0 -70.0 +65.0• -07.YSILL BEE TABLE 25 FOR ANCHORAGE 740' Custom •90.$41 +65.0 .0 -110.0 +05.0' -101.8' '+651-70 FOR GLASS TYPE 8 FOR GLASS TYPES 11 6 12 SEE TABLE 26 FOR ANCHORAGE WINDOW WIDTH-59.28 WINDOW WIDTH-60.72 "MIN.SASH SIZE= 2 -MIN.SASH SIZE= 2 TABLE 16: Glass Types Design Pressure(Ibs/ftt)for XOX SASH WIDTH 14-18 Bash Bash SECTION DETAIL Windows Relnf.La* Con/9watlon Rang Qn) Widow Buck FNplx MEETING RAIL FOR WINDOWS WITH R4 411• 54• 1113• 0 LEVEL R4 REINFORCEMENT Custom 11.391-13.307 +85.0 •110.0 *05.0 1-110.0 1+05.0 410.0 26 (REINFORCEMENTS SHOWN Bp' Y4-%-g 13.39e-15.380 +05.0 -110.0 +85.0 -110.0 +65.0 410.0 IN FIGURES APPLY TO ALL 23 23 a FRAME TWESB _- ya-%-)6 15.361-19.041 +68.0 -110.0 +65.0 -110.0 +65.0 -1100 JAMB ntlengn CONFIGURATIONS) GLASS TYPES 10.12 5 14-16 MAY NOT BE USED Custom tom 11.307-13.397 +05.0 -110.0 +85.0 -110.0 *115.0 -700.9 n o 0 1S %-%-% 13.398-19.110 +85.0 -110.0 +05.0 -110.0 +85,0 -1020 v •F NHFRAMES R INTEGRAL .Ooh i tt E�SFhe Piarw %-K-% 119.111-24.1141 +85.0 -110.0 +05.0 -110.0 +65.0 -1029 Building Cd. Gwtom 17.841-19.397 +85.0 -110.0 +85.0 -110.0 +85.0 -97.4 Acceptance N.1(0-0,L4.�� Revkesd By: Dots: Raypriarr "IElian Ihte 115' K-K-K 19.3911-24.350 +05.0 410.0 +65.0 -110.0 +65.0 22.0 Custom 24.381-31.511 +88.0 -110.0 +65.0 -110.0 +65.0 48.4 Dede Product K_yj_K 20.$41•32.516 +65.0 •110.0 +65.0 1-109.9 +85.0 24.3 Revkwd BY: Dote: Re 4Mdr. 120 %-yj-K 32.518-39.841 +88.0 -110.0 +65.0 -105.0 +65.0 20.8 140" Custom •• -39.61/ +115.0 -110.0 +65.020.0CDram�" ABLE 27 FOR ANCHORA ® . SEE TGE l• " DESIGN PRESSURE TABLES J ROSOWSKI �Tl�ll6 NOTES: 1070 TECHNOLOGY DRIVE TRH: Dain: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. P.O. BOX 1529 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. NOKOMIS;FL 34274 Sedse/ModN: SosN: SeeN: OrsaBp Ne. Rar 4)'1/4-1/2-1/4"AND-1/31/3-1/3-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A,LYNN.MILLER,P.E. HR-5510 NTS 8 OF 18 MD-HR5510-01 A IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P E#58705 CERT. OF RUTH. #29296 TABLE 17: Glass Types Anchor Quantifies for XO orOX Windows Max.Anchor O.C. Anchor Anchor 5-B SashSpacing for"Integral- Width Head Group E Group F 30"Height 36"Height 48"Height 64"Height 30"Height 36"Height 48"Height 54"Height Fin"Installation E Head E Head E Head E Head Head E Head E Head E Reint.Level (i") &Sill &SAI &SNI &Sill &Sit &Sill &Sill 8 SIII ; R1 GUIDE TO USING ANCHOR QUANTITY TABLES Anchor Group A Anchor Group C PRODUCT REVISED as co plyi%with the Fkxi,M 251/2" 12.147 1+C2+1 21 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): B�'"°g�''` ry .4co°ptmce No ib-G �4-•1 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 itatinn pxe 7A?o 36" 17.387 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 PERJAMB y B In 4Y' 20.387 1+102+1 2 1+102+1 3 1+102+1 3 1+102+1 3 1+102+1 2 i+C2+1 3 1+102+1 3 1+102+1 3 2+103+2 3 HEAD AND SILL ANCHOR QUANTITY: t ae vn ao°t c� t 48" 23.397 1+C2+1 2 1+102+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORS AT THE FIXED SECTION > +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL Le 80" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +(2)ANCHORS AT THE SASH TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. ,„ 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+102+2 3 2+102+2 3 2+C2+2 3 > Anchor Group 6 Anchor Group D SEE ELEVATION,SHEET 1 to _ 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+102+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET t `L Q 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 i+C2+1 3 1+C2+1 3 t+C2+1 3 SEE CLUSTER DETAILS.SHEET a 'n � "aN Y 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+102+1 3 1+C2+1 3 LO o, 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 -- SEEELEVATKNL O SEE / O X / SHEET 1 }n ol00 L0 48" 23.397 1+C2+1 2 1+102+1 3 1+102+1 3 1+102+1 3 1+102+1 2 1+102+1 3 1+102+1 3 1+102+1 3 _ 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 ELEVATION, p � SHEET 1 MEETING RAIL = 75" 36.897 2+102+2 2 2+102+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 z� REPEAT ANCHOR PATTERN AT SILL SEE TABLE 8 FOR DESIGN PRESSURE Lu to TABLE 18: O 2 d W °N FOR XOX WINDOWS: Z m o J �-N Glass Types Anchor Quantifies for XO or OX Windows ANCHOR QUANTITY o O p Q 1 00 5-8 Sash 30"Height 30"Height 48 Height 54"Height 30"Height 38"Height 48"Height 54"Height PER JAMB Z a z .� W LL LL Width Head E Head E Head E Head E Head E Head E Head E Head E 1+C3+2+C3+1 4 HEADCHORAAND L HESASNCHOR QUANTITY:_ J O Reint Level (in) to m A m A m to (1)ANCHOR AT THE SASH O) &SIN &SNI &SNI &Sill &SNI ' &Sill &Sill &SNI +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 9 Z taa4; R2 Anchor Group A Anchor Group C ' +(2)ANCHORS AT THE FIXED SECTION ® Q +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL J 251/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHOR ATTHE SASH O Z 28" 13.397 TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. Fi at°°5 1+102+1 2 1+102+1 3 1+102+1 3 1+102+1 3 < � Z Y 38" 17.397 1+102+1 2 1+102+1 3 1+102+1 3 1+C2+1 3 o O O O S 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET t 1 V 0' Ir? CIO SEE ELEVATION,SHEET 1 Z O 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 Q = 80" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 I __. Asa, ----- anu . :a„aS 75” 36,897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SEE ELEVATION, Anchor Group B Anchor Group D SE--rrMEETING O X SHEETI 251/2" 12.147 1+102+1 2 1+102+1 3 1+*31+C2+1 2+1 3 1+C2+1 2 1+102+1 3 1+102+1 3 1+102+1 3 ELEVATI28" 13.397 1+102+1 2 1+102+t 3 1+ 102+1 3 1+C2+1 2 1+102+1 3 1+102+1 3 1+102+1 3 sHEEr t RAIL SEE CLUSTER DETAILS. 36" 17.397 1+C2+1 2 1+C2+1 3 1+ C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3REPEAT ANCF oR PATTERN AT SILL SHEETB m 42" 20.397 1+C2+1 2 1+C2+1 3 1+ C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3NOTES:48" 23.387 1+C2+1 2 1+C2+1 3 1+ C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 i+C2+1 3 1)FRAME DIMENSIONS ARE BUCK WIDTH80" 29.397 2+102+2 2 2+C2+2 3 2+ C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+102+2 3 Max.Anchor O.C. AnchorAND BUCK HEIGHT(SEE SHEETS 3 4). GIDII F SASH SIZE 15 AS PER THE FIGURES ON 75" 38.697 2+C2+2 2 2+C2+2 3 2+ 102+2 3 2+102+2 2 2+102+2 3 2+102+2 3 2+102+2 3 Spacing for"Intefiral- p SHEETS Ba. 2)FOR SIZES NOT SHOWN,ROUND UP TO SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation 4" THE NEXT AVAILABLE WIDTH OR HEIGHT A.'LYNA MILLER,P.E. DIMENSION SHOWN ON THE TABLE. Pf 0 58105 TABLE 19: Anchor Quantities for XO or OX Windows Max.Anchor O.C. Glass Types Spacing for"Integral- 5-8 Integral- 5-8 Sash 30"Height 36"Height 48"Height 54"Height 63"Height ht 30"Hei ht 38 Hei ht 48"Height 54"Height 63"Height Width g g 19 g 9 9 9 9 9 9 Fin"Installation Head Heed E Head E Head E Head Head E Head HeadIII Head E Head E Anchor Anchor Relnt Level On) &SI11 &SIII &SIII , &Sill &Sill &Sill Im &Sill &Sill 8 Sill &Sill Group E Group F -- ED R3 Anchor Group C 3.5' 4" ,RODUC,* ith he Anchor Group A p «�Wrms+r+�ms PIdM1s 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 n°Odmo0)e Accept—No 16"01 t4.t7 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 E:pratwwDete x 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 By M1m ()°4e Product Coes n 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 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 _ 80" 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+21212+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 > Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Y Q 16 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 n°b 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 j 0 0 Q 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 t7 O m rn °'°0 to a 48" 23to .397 1+C2+1 2 1+C2+1 3 1+C2+i 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 g 0 N N 2 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+Z 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 -j chi ,rF _ 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+CZ+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Z LL U)LL (D M°'q SEE TABLE 9 FOR DESIGN PRESSURE =W X rn 6 lmWt X— FW mO _� J SMO TABLE 20: - C] Y m 00 Anchor Quantities for XO or OX Windows Max.Anchor O.C. 0-z a z Glass Types Spacing for"Integral- r~ w LL 0 5-8 Sash 30"Hei ht 36"Height 48"Height 54"Hei hl 63"Hel ht 72"Height 30"Height 36"Height 48"Hei ht 54"He ht 63"Height 72"Height r J O g 9 g g 19 9 9 9 b g 9 Fin"Installation _ Width Head—[JE Head E Head E Head E Head E Head E Head E Head F Head Head Head Head E Anchor Anchor i— O r" Reinf Level I ) &Sill m &Sill m &Sill m &Sill to &Sill m &Sill m &Slll '0 &SIII t� &Sill &Sill &Sill &Sill 10 ® Q {�' R4 -' ' '� Group E Group F Anchor Group A Anchor Group C 3.2" 4" Q Q Z 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 51 1.— Z °rZ 4 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 u U O r 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 51 1+C3+1 5 U m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 Z U 3 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 Q = _ o 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 51 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 1FRAME DIMENSIONS 75" 38.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+q+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 ARE BUCK WIDTH AND Anchor Group D BUCK HEIGHT(SEE Anchor Group B SHEETS 34).SASH SIZE IS 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 V42 1 4 1+C2+1 5 1+C2+1 5 AS PER THE FIGURES ON 16 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 31 1+C2+1 1 4 1+C2+1 5 1+C2+1 5 SHEETS&8. 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 1 4 1+C2+1 5 1+C3+1 5 2)FOR SIZES NOT U SHOWN,ROUND UP TO m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 1 4 1+C3+1 5 1+C3+1 5 THE NEXT AVAILABLE '�l� 48" 23.397 t+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 1 4 1+C3+1 5 1+C3+1 5 WIDTH OR HEIGHT g DIMENSION SHOWN ON 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 5 2+C4+2 6 THE TABLE. 75 38.897 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+21412+C3+2 4 2+C4+2 5 2+C4+2 5 3)SEE SHEE79FORA SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER,P.E. TABLES. P.E.0 68705 TABLE 21: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 5-8 Sasn Spacing for"Integral- Group F 30 Height 38"Height 48"Helght 54"Height 63"Height 30"Height 36"Height 48"Height 54"Height 83"Height Width Head Head Head Head Head Head Head a Head Head Head Fin"Installation 4" Reinl.Lepel (in) 8 Sill m 8 Sill m 8 Sill _° 8 Sill E°, 8 Sill ' 8 Sill m 8 Sill N 8 Sill 8 Sill A 8 Sill E° R4 Anchor Group A Anchor Group C PRODUCT RF.VISF:U 25-1/2" 12.147 ` ilhlheFlahla 1+C2+1 2 1+C2+1 131 1+C2+1 4 1+C2+1 4 1+C2+1 4 28" 13.397 Fgnps�«M I6� f { 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 ,r 36" 17.397 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 4 1+C2+1 4 Hr m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Miam1 de mdoclQnn 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 - 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 1 41 2+C2+2 41 2+C3+2 4 a Anchor Group B Anchor Group D `n Y Q 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+� 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 U) 15 L 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 N Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 CD I u m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 O al�u O 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2*1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 O It v 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 J"� (n o _ 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Z LL uN_iLLi (D 0 TABLE 22: SEE TABLE 11 FOR DESIGN PRESSURE 6 U(Wj X N U7 L" Of yy W Glass Types GLASS TYPES C)W m 0 ,y J ',vb YP Anchor Quantities for XO or OX Windows GLA 8 TYPES MAY > o v m cD 10-12 8 14-16 Sash ' NOT BE USED Z Il.Z ' LL 0 o H IY 30"Height 36"Height 48"Height 54'Height 63"Height 76"Height 30"Height 36"Height 48"Height 54"Height 63"Height 76-Height WITH J-CHANNEL W O Width OR INTEGRAL FIN J Heed Head Heed Head Head E Head E Head E Head E Head E Head E Head E Head E FRAMES ~ J Reinf.Leel (in) &Sill 8 Sill m 8 Sill f0 8 Sill 8 Sill 8 Sill 8 Sill 8 5111 8 Sill 8 SillIli 8 Sill 8 Sill O R4 -� -� Anchor Group A Anchor Group C ® Q � 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 Q F- t = CY F- Z 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 Z U 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 o O O o _ _N m 42" 20.397 Not Ailowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 w U Lo g 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5O Z O_ Q = 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 41 2+C3+2 14 2+C4+2 5 2+C4+2 5 au!i =sn NOTES: 75- 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 p 2+C4+2 4 2+C4*2 5 2+C4+2 5 1)FRAME DIMENSIONS Anchor Group B Anchor GroupD ARE BUCK WIDTH AND BUCK HEIGHT(SEE 25-1/2" 12.147 1*C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 SHEETS 3-4).SASH SIZE IS - AS PER THE FIGURES ON 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 SHEETS 6-8 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 51 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 2)FOR SIZES NOT 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 SHOWN,ROUND UP TO m THE NEXT AVAILABLE I Y IG 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 NC3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 WIDTH OR HEIGHT 60' 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+ DIMENSION SHOWN ON 2 5 2+C4+2 5 THE TABLE. 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 51 2+C2+2 121 2+C2+2 r3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 3)SEE SHEET 9FOR A SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE ALYNN'MILLER .PE TABLES. P.E.0 58706 TABLE 23: Glass Type° Anchor Qusntldss for XOX Windom a-e �� Sash 21'HsiBhl 30'Helpht 3M H.[DM 48'HeipM 61'FbipM 83"Flei8N 24"Height 30' Width 9M FMIBIA 39'He1pM 4a'FCeipM 54'I Ieig, G3'Heignl Cafllglaaf1011 a a a a a a e a n _- ReIM.Leel RwW(In) Head 6 SM Head 6 SIAIII H d d SM Heed&Sill Flesd 6 Sia Find 8 Sib m Heed 8318 FIssA 6 SIA �jj Fbud 8 591 Head 8 SIN Hwd 8 SII FIeW 6 Sill m R3 i Anchor Group A Anchor Group C ' PRODUCT REVISED 35-1/4' }j-}S-K 11.991-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 1 1+C2+O+C2+1 4 1.CZ.O+C2+1 4 i+C2+p+C2+1 2 1+C2+O+C2+1 2 1+C2+p+C2+1 3 1+(x+p+C2+1 1 1+C2+O+C2+1 4 7+C2+OrC2+1 4 P ODUCT REVISEe F7orMin Building Cade -Ki-Yi 12.309-12.308 i+C2+0+(2+1 2 1+C2+O+C2+I 2 1+C2+O+C2+1 7 1+C2+0+C2+1 4 1+C2r0+C2+1 4 1+C2+O+C1+1 4 1*C2+O+C2+1 2 7+C2*O+C2+1 2 1+G2+O+CZ+1 3 1+C2+WC2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 Amepww°I+n �O'O714; 45-1/8' 11.391-13.387 1+12+0+02+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+(2+0+C2+1 4 i+C2+0+C2+1 2 /+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 coos Datc 'J,() 13.396-14.883 1+C2+0+(2+1 2 1+12+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+72+1 4 1+C2+O+C2+1 4 1+C2+0+02+1 2 1+C2+O+C2+1 2 1+C2+t +1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 ItT 11.391-12.297 1+C2+1+C2+1 Z 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+CZ+1 3 1+C2+1+(x+1 4 1+C2+1+C2+1 4 1+(2+1+C2+1 4 Mien' Pradea / 47.3!1' Yi-7S-Yi 12.299.15.558 I+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+OHM+1 3 1+C2+0+C2+1 4 1+C2+0Kx+1 4 1+C2+0+C2+1 4 1+C2+0+C2+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+0+C2+1 4 Custom 11.391-12.018 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 1 1+C2+1+(x+1 4 1+C2+1+(x+1 4 1+C2+1+C2+1 2 1+C2+I+C2+1 Z 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+Cx+1 1 1+C2+1+C2+1 4 L 4 52-1/8- +/j_y_y 12.017-19.387 1+C2+1+(2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+(32+1+C2+1 41442 4 I+C2+1+C2+1 4 1+Cx+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+C1+1 4 1+C2+1+C2+1 4 13.398-17.018 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0NC2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+Cx+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 x m Custom 11.391.13.387 1+C2*1+C2+1 2 1+C2+1+C2+1 Z 1+C2+1+2+1 9 i+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 I+C2+1+C2+1 2 1+C2+I+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 1 -- -- --- 13.398-15.380 14C2+1+C2+1 2 1+C2+1+Cx+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+Cx+1+C2+1 4 1+(2+1+C2+1 4 1+C2+I+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 I+C2+1+C2+1 4 L Y Q %-}j-% 15.361-19.641 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 7+C2+0+C2+1 4 f+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+(x+0+C2+1 4 j ^°1 Custom 11.391-13.397 t+C2+3+C1'+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 0 O 75' K_K-14 13.788-18.110 1+C2+2+(2+1 2 1+C2+2+C2+1 2 1+(2+2+C2+1 3 1+(2+2+C2+1 4 1+(2+2+(2+1 4 1+C2+2*C2+1 4 1+(2+2+(2+1 2 1+C2+2+C2+1 2 1+(2+2+(2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+(:2+2+C2+1 4 O N O K-Ys-K 18.111-24.541 1+C2+1+(2*1 2 1+C2+/+C2+1 Z 1+(1+1+c2*1 3 1+C2+1+C2+1 1 1+12+HC2+1 4 1+C2+1+c2+14 1+C2♦1+C2+1 2 1+(2+1+(2+1 2 1+C2+14(2+1 3 14(2+1+(2+1 1 1+C2+1+C2+1 1 1+C2+1+(2+1 1 In °100 Iq Cullom 18.380.19.397 1+(2+3+12+1 2 1+C2+3+C2+1 2 1+Cx+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+t 4 1+C2+3+C2+1 Z 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 1 1+C2+3+C2+1 4 1+C2+3+C2+1 4 C}7 C4 Na � � 19.398-21.380 1+C2*3+C2+1 2 1+C2+3+f2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 1 1+(3+3+p+1 4 1+Cx+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+(2+1 3 1+C2+3+12x1 4 1+C2+9+C2+1 4 1*C2+3+C2+1 4 OJ 0 J J custom 24.781-30.390 NC2+2+G2+1 Z 1+C2+2+(2+i 2 1+(2+2+(2+7 3 1+(2+2+(2+7 4 1+C2+2+Cx+1 4 1+C3+2+C3+1 4 I+C2+2+C2+1 Z 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 ^IL MO^u O 120" lfi-3S-Yi -30.380 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2*3+(x+1 311+C2+3+ 4 1+C2+3+C2+1 1 Hp+3+p+1 4 1+C2+3+C2+1 2 1+C2+3*C2+1 2 1+a+3+(2+1 3 1+(2+3+C2+1 4 NC2+3+(x+1 ! 1+C2+3+C2+1! W U X N Cn Anchor Group B p t11 ov 36-1/4' %-}S-% 11.381.11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+(2+0+(2+1 3 1+C2+O+C2+1 1 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1* + Anchor Group D ~W Z 000 J � �a0 Q O+C2+1 2 1+C2+0+C2+1 2 1+C1+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 1 1+2+O+C2+1 4 0> Y CO J OD 38' x-K-)i 12.309-12.308 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 9 1+C2+D+C2+1 4 1+Cx+O+C2+1 4 1+C2+0+C2+1 4 1+C2+o+C2+1 Z 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+12+1 4 Z n.Z LL 45-1/8, 11.391-13.397 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+(2+0+C2+1 3 1+C2+O+C2+1 4 NC2+0+C2+1 4 i+C2+0+C2+1 4 w C) Yi-Yi-Ys 13.JBa-14.883 1+C2*0+(2+1 2 1+C2+O+G2+1 2 1+(2+0+02+1 9 1+/2+0+(2+1 4 1+C2+O+C2+1 4 1+a+0+C2+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+Cx+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+Cx+0+C2+1 4 O 04 r 473/4' -� 11.381-12.297 1+C2+1+C,7+1 2 NC2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+(2+1+C2+1 4 i+C2+1+C2+7 4 1+(2+1+(2+1 2 1+(2+1+(2+1 2 1+C2+1+C2+1 3 7+C2+1+C2+1 4 1+C1+1+C2+1 4 1+C2+1+C2+1 4 � Z Q. ia°v5 K-Yi-Ye 12.298-15.668 1+C2+0+C2+1 Z i+C2+0+C2+1 2 1+(2+0+(2+1 9 1+C2+0+C2+1 4 1+C1+0+C2+1 1 1+(2+p+(2+1 4 1+C2+O+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+(2+0+C2+1 4 1+C2+0+C2+1 4 1+(2+O+Cx+1 4 ® < J Colton 11.391.12.018 I+C2+i+C2+1 2 1+C2+1+(2+1 2 1+C2+NC2+1 3 1+C2+1+Cx+1 4 1+C2+1+(2+1 4 1+C2+1+(x+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 Q Z 52-1/9' )j-}(-y. 12.017-13.397 1+C2+1+C2+1 2 i+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 9 1+C1+f+C2+1 4 1+C2+1+c2+1 1 1+(x+i+C2+1 4 a 1-2 13.398-17.018 1+C2+0•(2+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+O+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 Z 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 0 0 O m Custom 17.381-13.397 1+C2+7+C2+1 2 i+C2+1*C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+Cx+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+HC2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1- V IY BO' )(-)t-yj 19.389-15.380 1+(2+1+(2+1 2 1+C2+1+(2+1 2 1+C2+1+CN1 3 1+C2+1+C2+1 4 1+C2+1+(2+1 4 1+(2+1+(2+1 4 1+C2+1+C2+1 2 1+(2+1+(2+1 Z 1+C2+1+(2+1 3 1+(2+1*C2+1 4 1+(2+1+C2+1 4 1+(2+1+(2+1 4 � Z Q K-X-K 15.381-19.841 i+C2+0+C2+1 2 1+C2+0+C2+1 Z 1+C2*0+(2+1 3 1+C2+D+C2+1 4 1+O2+0+C2+1 4 1+C2+G+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+7 3 1+C2+0+C2+1 4 1+Cx+D+C2+1 4 1+C2+0+C2+1 4 Q = _ Custom 11.381-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+9+C2+1 4 1+C2+3+C1+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 a•.i ,5.,11 sa..as 75' }j-Yi-Ni 13.388-19.110 1+C2+2+C72+1 2 1+C2+2+(2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1.i2+.+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 9 1+C2+2+C2+1 1 1+C2+2+CZ+1 / 1+C2+2+C2+1 4 Yi-3S-Yi 19.111-24.641 1+C2+1+C2+1 2 1+CI+Hfx+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 141+C2+2+C2+1 +C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+NC2+1 2 1+C2+1+C2+1 2 1+Cx+1+Cx+1 3 1+C2+1+C2+1 1 1+C2+1+(x+t 4 1+C2+1+(2+1 4 Custom Ia.300-19.397 1+C2+3+C2+1 2 HC2*3+(2+1 2 t+x+3+01+1 3 1+C2+3+C2+1 +C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+02+3+C2+1 21+(2+9+(2+1 3 7+C2+S+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 96- Y-Na-M 111.388-21.380 1+C2+3+C2+1 2 1+C2+3+(xN 2 1+(2+3+(2+1 3 1+C2+3+C2+1 +(2+3+(x+1 4 1+(2+3+C2+1 4 1+(2+3+(2+1 2 1+(2+3+(2+1 2 1+(2+3+(2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+7+(2+1 4 Custom 24.391-30.380 1*C2+2+C2+1 2 1+C2+2+02+1 2 I+C2+2+(2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+Cx+2+C2120' 1:-}�i-'/. -30.380 I+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 +C2+3+(x+t 4 1*C2+3+C2+1 4 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+(x+3*C2+7 3 1+C2+3+C2+1 4 1+C2+3+(x+1 4 1+C2+3+C2+1 4 _ "MIN.SASH SIZE• WINDOW WIDTH-5928 SEE TABLE B FOR DESIGN PRESSURE NOTES: l Max.Anchor O.C. Anchor Anchor 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCKHEIG14T(SEE SHEETS 3.4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6.8. Spacing for"integral- Group E Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Fin"Installation 29' 4• 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. ALVNIJMILLER,RE 4)•1/4-1/2-1/4'AND-IMI/3-1/3-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE ___ IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P E 4 56705 TABLE 24: Glass Types Anchor QuanNes for XOX Windows Sae Sash Sash 24"Height 30"Height 36"Height 48"Height 54'Haight F 63-H3P H eight 24'Height sighl 36'Height 48"height 54'Height 83'Height Conligumtlon Wldlh a a a a a a a RNM.Lew1 Range Qn) Head a SIII d 8 Sill Head 8 SIII ad 8 SIII Head 8 Sill Head a Sill Heed a Sin Head a Sill Head a Sill Has a S61 R4 Anchor Group A Anchor Group C PRODUCT REVISED 36-1/4' K-K-K 17.391-11.391 1+C2+0+C2+1 21+22+0+22+1 21.22.0+22+7 31+22+0.22+1 41.22.0+22.1 4 1+C2+O+C2*1 4 ma.mNyiag«ilA the FtorMh 98' Boildm -K-K 12.308-12.308 1+22+0+22+1 2 1+22+0+22+1 2 1+22+0+22+1 3 1+22.0+D2+1 ! 1+C2+0+C2+1 4 7+C2+D+C2+1 4 Acceplan 14'Ojl4•J7 }j-K-% 11.391-13.397 1+C2+O+C2+1 2 1+C2+0+02+1 2 7+C2+0+C2+1 3 1+22+0+22+1 4 f+C2+0+C2+1 4 11+C2+0+C2+1 4 E. ueroa Dete �jQ� K-K-K 13.398-12.283 1+C2+0+C2+1 2 t+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 I+C240+C2+1 4 7+C2+0+C2+1 4 By +- -}j 11.397.12.287 1+C2+1+C2+1 2 1+C2.1+C2+1 2 1+C2+1+C2+ Q�14' 1 3 1+C2+7+22+1 4 1.22+1+22+1 4 1+C2+1+C2+1 4 Ys-Ys-K 12.298-15.558 1+C2+O+C2+1 2 1+C2M1+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 7+22+O+C2+1 4 Custom 11.391-12.018 1+C2+I+C2+1 2 1+/2+1+C2+1 2 7+C2+1+C2+1 3 1+C2+1+C2+1 4 I+C2+1+C2+1 4 1+C2+1+C2+1 4 52-7/8' X-K-K 12077-13,397 + 3 a` i+(,2+i+Cj+/ 2 7+C2+1+C2♦1 2 1+22+1+C2♦1 3 7+C2*1+C2+1 4 1+22+7+22,7 4 7+22*1+22,7 4 " y K-K-K 13.3p-77.019 7+C2,0+C2+1 2 t+C2+O+C2+1 2 1+C2+O+C2+1 3 7+C2+0+C2+1 4 7+C2+0+C2+1 4 7+C2+0+C2+1 1 r3Y Custom 11.391-13.397 Not Allowed 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 K-K-K 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+02+1 4 to t Q K-Y,-K 15.381-19.9!1 1+02+O+C2+1 2 1+C2+0.C2+1 2 1+C2+O+lx+1 3 1+(x+0+0+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 as r Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 7+C2+3+C2+1 3 1+C2+3+C2+1 4 1,22+3+C2+1 4 1+C2+3+C2+1 4 t7 0 O 75' %-K-X 13.396-19.110O 1+C2+2+C2+1 2 1+(2+2+C2+1 2 7+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 I+C2+2+C2+1 4 O C) %-%-% 18.111-24.941 }In r1s0 11+22+1+C2+1 2 1+22+1+22+1 2 1+C2+1+22+1 3 1+C2+1+12+1 1 7+C2+1+22+7 4 i+22+7+C2+1 4 Custom 18.380-19.397 I+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+22+1 4 1+C2+3+C2+1 4 � 04 - Q' K-K-K 19598-24.380 1+C2+3+C2+1 2 7+C2+3+C2+1 2 7+C2+3+C2+1 3 1+C2+3+C2+1 4 7+C2+3+C2+1 4 1+C2+3+C2+1 4 J Custom 24.381-30.390 1+22+2+C2+1 2 1+C2+2+C2+1 2 I+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+12+1 4 1+C2+2+C2+1 4 Z LL h LL 120' K-K-K -30.380 7+C2+3+C2+1 2 1+C2+3+C2+7 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+ _U X (n 1 4 1+C2+3+22x1 4 Anchor Group B Anchor Group D F-Z m X W "` �y1 J� J ;DMO 36-1/4' K-K-K 11.391-11.381 1+(2+0+(2+1 2 1+C2+0+C2+7 2 1+C2+0+C2+1 3 7+C2+0+C2+1 1 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+(2+0+(2+1 2 1+C2+0+C2+1 2 1+C2.0+C2+1 311+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 > Ci p M J 1]) 38' oZ a2 Q L K-K K 72.908-12.306 7+C2+O+C2+1 2 7+C2+p+C2+1 2 1+22+p+(2+1 3 1*C2+p+C2+7 4 7+(2+p+(2+7 4 11+22+0+22+1 4 1+22+0+22+1 2 1+C2+O+C2+1 2 7+C2+O+C2+7 3 1+22+0+22+1 4 1+22+0+22+1 4 1+C2+0+22+1 4 I- �' OD 46-118' K-K-K 11.391-13.397 /+C2+0+C2*1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C1+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+(2+0+(2+1 3 1+C2+0+C2+1 4 I+C2+O+C2+1 4 1+C2+O+C2+1 4 J 0 K-K K 13.388-14.883 1+C2+O+C2+7 2 1,22+O+C2+i 2 1+22+O+C1*1 3 1+22+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2.1 2 1+C2+0+C2+1 2 I+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 7+C2+O+C2+1 4 J M 11.3911-12.297 1+C2+1+C2+1 2 1+02+1+ 0 '- 47-3/4' K-K-K C2+1 2 1+C2+1+22+1 9 1+22+7+C2*1 4 1+C2*1+C2+1 4 1+C2+1+C2+1 4 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+7 4Lo ZK-K-K 12.298-75.658 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+O+C2+1 4 7+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 7+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 <Custom 11.391-12.018 1+C2+1+C2+1 21+C2+1+C2+121+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+14 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 41+C2+1+C2+1 40 Z 52-1/8' K-K-K 12.017.73.387 1+22+1+22+7 2 7+22+1+(2+72 1+(2+1+22+1 3 1+C2*1+22+1 1 1+C2+1+22+1 1 1*22+1+C2+1 4 1+C2+1+C2+1 2 l*C2+1+C2+1 2 1+C2+1+CZ+1 3 1+C2+1+C2+1 4 1+C2+1*C2+1 4 1+C2+1+C2+1 4Za;ong K-K-K 73.398-17.016 1+(2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 ! 1+C2+O+C2+1 4 1+C2+o+C2+1 4 1+C2,O+C2+1 4 1.C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+14 !+M+O+C2+1 4r`op OCustom 11.391-13.397 I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+(2+1+C2+1 2 1+(2+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 4V X 60" y(-K-yj 13.398.15.300 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 7+C2+1+C2+1 2 I+(2+1+C2+1 3 1+C2+1+C2+1 41+C2+1+C2+1 4 1+22+7+C2+1 v Z 0 K-K-K 15.381-19.811 1+C2+0+22+1 2 1+22+0+22+7 2 7+22+O+C2*7 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 7+C2+O+C2+1 2 1+C2+0+(2+1 3 7+C2+O+C2+1 1 1+C2+O+C2+1 4 1+C2+0+C2+1 1Q = _ Custom 11.391-13.397 7+C2+3+C2+1 2 1+C2+3+C2+1 2 1+(2+3+C2+1 3 I+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+22+7 4 •n1 '�sao sa�,as 75' %-K-K 13.398-19.110 1+C2+2+(2+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+02+2+C2+1 4 1+C2+2+C2+1 2 I+C2+2+C2+1 2 1+C2+2+C2+1 3 7+(2+2+(2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 K-K-K 19.111-24.811 1+C2+1+C2+1 Z 1+C2+1+C2+1 2 1+22+1+22+1 3 7+22+1+C2+1 4,!+C2;++C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 7+C2+1+C2+1 2 1+C2+1+C2+1 3 1+(2+1+C2+1 4 1+C2+1+C2+1 1 1+C2+1+C2+1 4 Custom 18.980-19.397 1+22+3+(2+1 2 1+22,3+C2+7 2 7+22+3+22+1 3 1+C2+3+22+1 4 1+22+3+22+1 4 1+C2+3+C2+1 4 1,22+3+22*1 2 t+C2+3+C2+1 2 1+22+3.22+1 3 1+22+3+22+1 4 1+C2+3+22+1 4 1+C2+3+C2*1 4 P6 K-K-K 19.398-24.380 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 7+C2+3+C2+1 4 1+C2+3+C2+1 4 11+C2+3+C2+7 4 1+22+3+22+1 2 1+C2+3+22+1 2 7.t2+3+C2+1 3 1+22+3+22+1 4 NC2+3+CZ+1 4 1+22+3+22+1 1 Custom 24.361-3D.380 1+C2+2+C2+1 2 1+C2+2+C2+1 2 7+C2+2+C2+1 3 1+C2+2+C2+1 4 14C2+2+(2+1 1 1+22+2+22+1 4 1+C2+2+22.1 2 1+22+q+C2+1 2 1,22,2+22*1 3 7+22+2+22+1 1 1+22,2+C2*1 1 1*C2+2+02+7 4 120" %-%-K " -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+22+1 3 1+C2+3+22+1 4 1+C2+3+22+I 4 1+22+3+C2+1 4 1+22+3+22+1 2 1+22+3+C2+1 2 7+C2+3+22+1 3 1+22+3+C2+1 4 1+(2+3+22+7 4 1*C2+3+C2+1 4 •'MIN.SASH SIZE=WINDOW WIDTH.69.26 NOTES: SEE TABLE 13 FOR DESIGN PRESSURE Max.Anchor O.C. Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3/4). Gmu F SASH SIZE IS AS PER THE FIGURES ON SHEETS 6A. Spacing for"Integral- P 2)FOR SIZES NOT SHOWN,ROUND VP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Fin"Installation3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4" 4)"1/4.1/2-1/4"AND-1/3-1/3-7/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE q LYNN MILLER.H E IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P E a ILLE R - class Types Anchor Quenddes for XOX Windows 79 0 Sash Sash 2!'Heigh 30'Heigh 38"Haigh 18"Height 54"Height 83'Height 24'HebM 30'Heigh 38"HebM 1 48"Heigh 154'Heig Ily Height Widh ContlgulMbn a Reinf.LwN Range(in) Heed 8 SAI Heed d Sill Heed 6 SAI E Heed 6 Sill Heed 8 Sill Heed&SAI E HOW&SAI Heed&Sill Heed d SIII Head 8 SA1 Heed 8 Sill Heed 6 SA1 R4 Anchor GroupA i Anchor Group PRODUCT REVISED as-plying i1h the Florida 35-1/4' 11.391-11.391 I-C2+0•C2+1 2 1+C2+O+C2•1 2 t-C2+0+C2+1 3 1+C2+0+C2+1 411+C2-0-C2 1 4 1+C2+0+C2+1 4 01Te9 w x-K-K DuildioBCede Ib i 12.308-12.308 1•C2-5+C2-1 211-C2-0-C2-1 2 1+C2w+C2•1 3 1+C2+0•C2.1 4 1+C2w•C2-1 4 1-c2-0+C2+1 4 h�puenoee Ezpiralion Dale �) x_K_X 11.391-13.397 1+C2-O+C2+1 211+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 45-1/8' K-X-K 13.398-11.683 1+C2+0-C2+1 2 1-C2-0+C2.1 2 1+C2-0-C2+1 3 I+C2.0+C2+1 411-C2+0-C2+1 4 1-C2+O+C2+1 1 Mi®ne d<Pwdact Cmtrd x_}4.yj 11.391-12.297 I•C2-1+C2+1 2 1+C2+1-C2.1 2 1-C2+1+C2+I 3 1-C2+1-C2+1 4 1•C2.1•C2.1 4 1+C2.1+C2+1 4 47-3/4' x-x-x 12.298-15.558 I-C2-0+C2+1 2 I+C2+0+C2-1 2 1•C2+0•C2+I 3 1+C2+0+C2.1 4 1•C2-0•C2+1 4 1+C2+0-C2+1 4 Coelom 11.391-12.018 t+C2+1+C2+1 2 i+C2+1-02.1 2 1+C2+1-C2-1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+/ 52-1/8' 12.017-13.397 1-C2+1+C2+t 2 1-C2+1-C2.1 2 I•C2+11-C2+1 3 1+C2-1+C2+1 411-C2-1-C2-1 4.1-C2-1+C2-1 4 > X-X-X - K-K-K 1+C2+0+C2+1 2 1•l3.0•C2+1 2 1•C2+0•C2+1 3 1+C2-0+C2+1 11+C2+0+C2+1 1 1+C2+0•C2.1 1 13.398-17.016A In Custom 11.391-13.397 Not Allowed I+C2-1+C2-1 2 1•C2-1-C2+1 2 1+C2-I+C2+1 3 I+C2+1+02+1 4 1-C2.1•C2-1 4 I+C2-i+C2+1 4 t Y Q t+C2+1 1+C2- 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 80" X_X_K 13.398-15.380 J�-%-% 15.381-19.811 1•C2+0•C2.1 2 1+C2+0+C2.1 2 1-C2.O+C2.1 3 1-C2+0•C2.1 4 1+C2-0+C2+I 4 1-C2.0+C2+1 4 > W Custom 11.391-13.387 I-C2+3+C2+1 2 1+C2+3+C2+1 2 I+C2+3+C2+1 3 1+C2-3-C2+I 4 1+C2+3+C2+1 4 1+C2+3+C2-1 4 Z O rn QO 75' 13.398-19.110 I+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 0 Q X-X-K o >1e0 JS_x_JS 19.111-24.641 1+C2+1+C2+1 2 1+a+I+C2+1 2 I-p+1+C2+t 3 I+C2+1+C2+1 4 I-C2.1+C2.1 4 1+C2.1+C2.1 4 1- It tp 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+C2•1 4 1•C2+3+C2•1 4 1+C2+3+C2+1 4 A N r121r Xx19.398-21.3801-C2+3+C2+1 2 I•C2.3+C2•I 2 1-C2.3•C2-1 3 1+C2+3+C2-1 4 1+C2+3+C2+1 4 I+p+3+p+1 4 0 .o Custom 24.381-30.380 1+C2-2+C2.1 2 I+C2+2+C2+t 2 1-C2.2•C2-1 3 I+C2+2+C2•i 4 1+C2.2•C2+I 4 1+p+2+C3+1 4 =U W X-K-X „ -30.360 1+C2+3+C2+12 1+C2+3+C2-t 2 1+C2+3+C2+t 3 1+C2+3+C2+I 1 1-C2-3•C2+I 1 1.p+3+p-I 1 Z x0 2 W �N Anchor Group a Anchor Group D F m O J Om; 35-1/1' X-K-K 11.391-11.391 1+C2-C2 2 1-C2+0-C2-1 2 1•C2+0-C2+1 3 1+C2+0•C2+1 4 1-C2+D+C2+1 1 1+C2+0-C2+1 ! 1•C2-0+C2-1 2 1-C2+O+C2+1 2 1•C2+0+C2+1 3 1+C2+0-C2-1 4 /+C2.0-C2-1 4 1-C2+0-C2+1 4 .0 Q J 38" 12.308-12.306 I+C2.0+C2+1 2 1•C2+0•C2-1 2 I-c2-0-C2+1 3 I+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 I•C2+0+C2-1 3 1+C2-O+C2+1 4 1+C2+0-C2-1 4 I+C2+0+C2-1 4 Z a Z W 0 X-%-X 11.391-13.397 1•C2.0+C2.1 2 1-C2.0+C2.1 2 I+CZ+O+C2+1 3 I•C2.0+C2+1 4 1+C2-0+C2+1 1 1+C2.0+C2.1 4 1•C2+0+C2.1 2 I+C2+0•C2.1 2 I+C2+0•C2.1 3 1+C2.O+C2+1 4 1•C2-O+C2*i / 1+C2.O+C2+1 1 J 0 45-1/B' 13.396-14.803 1+C2+0+C2+1 2 1•C2-0-C2-1 2 1-C2+0+C2-1 3 1-C2-0+C2•t 4 1+C2-O+C2+I 4 1•C2-0-C2-1 4 t-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+O+C2+1 I I•C2.O+C2•t 4 0 x-x-x X_yy_yj 11.391-12-297 1+C2+1+C2•1 2 1+C2.1+C2+1 2 I+C2+1-C2.1 3 1•C2+1+C2+1 4 I+C2+1+C2+1 4 1•C2•1•C2.1 11+C2.1+C2+1 2 1+C2+1•C2+1 2 1+C2-1•C2+t 3 1+C2.1+C2*1 1 1-C2 4 1+C2+t+C2+1 1 49 Q -, 7 U5 47-3/4' 12298-15.558 1+C2+0-C2+1 2 1+C2-0+C2+1 2 1+C2-0-C2+1 3 i-C2+0 4 1-C2+0+C2-1 4 1•C2+0+02.1 4 1•C2+0+C2-1 2 1-C2+0•C2+1 2 i+C2.0+C2+1 3 1+C2+o+C2•1 4 1+C2.0+C2-1 4 1+C2+0+C2+i 4 K-X-X � Q ~ Custom 11.391-12.018 1+C2-I+C2-1 2 1+C2+1-C2-1 2 1-C2+1+C2+1 3 1-12+1-C2-1 4 I+C2+1+C2+1 4 1+C2+1-C2-1 ! 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 11+C2+1-C2-1 4 H Z L Z ao s 52-1/8" X-X-X 12.017-13.397 1-C2-1+C2+1 2 I-C2 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2-1+C2+1 1 1-C2*1+C2.1 1 NC2+I+C2+1 2 1•C2•I•C2+1 2 1•C2+1+C2+1 3 1+C2+1+C2+1 4 1•C2+1•C2.1 4 1+C2+1+C2+1 1 C) O O K-K-X 13.398-17.016 1+C2+0•C2+1 2 1-C2.0•L2+1 2 1+C2.O+C2+1 3 1-C2+0+C2.1 4 1+C2+0•C2•1 4 I+C2+0•C2+1 4 1+C2+0+C2+1 2 1-C2+0+C2•1 2 1+C2+0+C2+1 311-C2-0+C2-1.1 1+C2+0•C2.1 1 1+C2+0•C2+1 4 O = N mCustom 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 1 1+C2+I+C2+1 4 1+02+1+C2-1 4 1•C2+1+C2+1 2 1+p+t+C2+I 2 1•C2.1+C2.1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 1 1•C2+i+C2.1 1 1-: U d- In L 60" X_x_X 13.398-15.300 1+C2+1•C2+1 2 I+C2-1+C2-I 211+C2-1+C2-1 311-C2-1-C2+1 4 1+C2+1+C2+1 4 1-C2+1-C2-I 4 1-C2-1+C2+1 2 t+C2+/-C2+f 2 I-C2-1+C2+1 3 1+C2+1+C2+7 4 1+C2-1-C2-1 4 I-C2-I+C2-1 4 v Q C) K-K-K 15.361-19.641 I+C2+0+C2+1 2 I•C2-O+C2-I 2 1+C2.O+C2+1 3 1+C2+0•C2.1 4 1+C2-0-C2+1 4 1•C3+0•p+1 4 1+C2+0•C2+1 2 I+C2+0+C2+1 2 1*C2+O+C2*1 3 1+C2.O+C2+1 1 1•C2+O+C2•1 1 1+C2+O+C2+1 4 wn71 +r Custom 11.391-13.397 1-C2+3-C2+1 2 1+C2+3-C2+1 211+C2-3+C2+1 311-C2-3+C2-1 4 I+C2+3+C2+1 4 1-C2.3-C2+1 4 1+C2+3-C2+1 2 1•C2-3+C2+1 2 I•C2+3+C2+1 311-C2-3-C2+1 4 1+C2+3+C2+1 4 I+C2+3-C2+1 4 75" }(-Jr,_X 13.398-19.110 NC2+2+C2+1 2 1+C2.2+C2.1 2 I+C2+2+C2+i 3 1+C2+2+C2+t 4 1+C2.2+C2-1 1 1+C3+2+C3+1 I 1•C2+2+C2+I 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2•2+C2*1 4 1•C2+2+C2-1 4 1-C2+2+C2-1 1 K_X_yr 19 111-24.841 1+C2+1+c2+1 2 7+C2+1•C2+1 2 1+C2+1+c2-I 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C3+1+p+1 4 1•C2+1+C2+1 2 1•C2-1+c2.1 2 1+C2-1-C2.1 3 I+C2+1+C2+1 1 1+C2+1+c2+1 / 1+C2•1-C2+1 4 Custom 18.380-19.397 1+C2+3-C2+t 2 1+C2+3+C2•1 2 1+C2+3+t:2+1 3 1-C2+3-C2+1 4 1-C2+3+C2+1 4 1+C3+3+p•1 4 I•C2.3+C2+1 2 t+C2-3-C2+1 2 1+C2.3•C2+1 3 1+C2•3+C2+1 1 1+C2+3•C2+1 1 1+C2•3*C2+1 4 96' X_X_X 19.398-21.380 1+C2+3+C2-1 2 1•C2-3+C2-1 2 1-C2.3+C2-1 3 1+C2.3+C2.1 4 1+C2+3+C2-I 1 1+p+3+C3+1 11+C2.3+C2+1 2 t+C2-3+C2.1 2 7+C2.3+C2+1 3 1+C2+3+C2+1 11+C2+3•C2+1 4 1+C2.3+C2+1 4 - - Custom 24.381-30.380 1+C2•2+C2+t 2 1•C2.2+C2+1 2 1•C2.2+C2.1 7 1+C2+2•C2.1 4 1+C2.2-C2+1 1 1+p•2+p+1 4 1+C2-2-C2+1 2 1+C2.2+C2.1 2 1+C2.2+C2+I 3 1+C2+2-C2+1 1 HC2.2+C2+1 1 HC2+2+p+1 1 . 120' X-x-% " -30.390j1-C2-3+C2-i12 1+C2+3+C2+1 2 1+C2+3+C-1 3 1+C2*3•C2+1 4 1+C2+3+c2+1 ! 1+c3.i-r 1 ! 1+c2+3+C2+1 2 1+cx+3•C2+1 2 f+C2.3+C2+1 3 /+C2+3+C2+1 11+C2.3+C2.1 4 NC2+3+c2+1 4 SEE TABLE 14 FOR DESIGN PRESSURE "` CTI-t/-16 /6 "MIN.SASH SIZE=WINDOW WIDTH•b9.2B NOTES: t Max.Anchor O.C. Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURES ON SHEETS 8.6. . Spacing for"Integral- GroupF 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. Fin"Installation 3.7" 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.LYNN MILLER,RE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.#58705 TABLE 26: Glass Types Anchor Quantities for XOX Windows 10-12 Sash Sash 24"Height 30'Height 36"1Isight g 48"Helphl 54"Height B3"Height 24"Height 30'Height 36'Helphl 48'HMgM 54 He1pM 63 FktpM g Configuration ton Range h Heed 8 SIN Heed 6 3111 Head 8 Sill 5 Heed R Sill Head a SNI Head 8 SNI Heed 8 SIII Heed 8 SIII p Head 6 3111 Heed&SIII Head 3 3111 Head 8 SIII C Relnf.Leel �5 i Anchor Grow C Anchor Group A P 35-1/4" K-K-K 11.391-11.391 1+C2+01C2+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 PRODIX'T REVISED 38" 112.306-12.308 1+C2+0+C2+1 2 1+C2•0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 1 1«C2+acs+1 4 /+Q2+0+C2+1 41 as csmplyin9 wit!the Florida Building Code P34Y.-Y 11.391-13.397 1+C2+0+l2+t 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+p+0+C3+1 4 Acc.ptaoce No 16-0 1Q'•f7 45-1/8' 1+C2+O+C1+1 2 1+C2+O+C2«1 2 /+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+p+O+C3+1 4 E. inti..list. r'7 19.388-14.883 • 11.391-12.297 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+o+C2+1 3 1+C2+0+C2+1 4 t+p+0+8+1 4 1+p+0+C3+1 4 BY 47.34" 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+C9+0+C3+1 4 1+C3+0+8+1 4 Adinmi sd.ProductControl12.298-15.55811.391-12.016 1+C2+O+C2+12 1+C2+0+C2+1 21+C2+0+C2+1 3 1+C3+0+p+1 4 1+p+0+8+1 4 1+C3+0+C3+1 4 52-1/8' 12.017-13.397 1+C2+0+C 2+1 2 HC2+0+C2+1 2 1+C2+0+C2+1 3 1+p+0+p+1 4 1+p+0+p+1 4 1+C3+0«p+1 4 13.398-17.016 NC2+0+C 2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+p+0+p+1 4 1+p+0+p+1 4 � ------ N Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+17+1 2 1+C2+2+C2+1 3 1+1x+2+C2+1 4 1+C3+2+C3+1 4 1+p+2+C3+1 4 g h 1+C2+1+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+p+2+p+1 4 1+C3+2+C3+1 4 to 8o %-Y,-% 13.398-16.300 Not Allowed %-Ys-Ys 15.361-19.641 1+C2+0«C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+8+0+C3+1 4 1+p+0+p+1 4 1+04+0+0+1 4 to Y Q 1+C2+2+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+p+3+p+1 4 � Custom 11.391-13.397 75' ')i-y4-Y+ 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2.1-C2-3-C2-1 3 1+8+3+C3+1 4 1+03+3+p+1 4 1+G+3+04+1 4 LU > ys-yt-ys 19.111-24.411 1+C2+D+C2+1 2 1+C2+0.C2+1 2 1+C3+O+C3+1 3 1+C3+0+C3+1 4 1+04+o.G+1 4 1«G+o«G+1 4 7 to O K t� U Custom 17.061-19.397 1+(�+3+(x+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+p+1 4 1+C4+4+G+1 4 ctn0 O to 98' yt;-y5--K 19.398-24.380 1+C2+3+C2+1 2 1+C2+3+C3+1 2 1+C2+3+C2+1 3 1+p+4+C3+1 4 1+p+1+8+1 4 1+0+4+04+1 4 }n ^ to Yi-ys-yf, 24.361-31.011 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2«C2+ 3 2+p+3+8+2 4 2+C3+3+C3+2 4 2+0+3+0+ 4 04 N LL' J6-K-X 29.641-32.616 2+C2+3+C2+ 2 2+C2+3+C2+2 2 2+C2«3rC2+ 3 2+pM+p+ 1 2+C3N+p+2 4 2+GN+G+ 4 J J O,-J p 120" 2+C2+2+C2+ 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3.p+ 4 2+04+3+G+2 4 2+G+3+04+ 4 Z u- Loi LL W Mc•0 %-x-Y. 32.516-39.641 148" Custom " -39.841 2«C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+ 3 2+C3+4+p+ 4 2+04+4+G+ 412+C4 4 U UU-I_ X 0) d In Anchor Group B Anchor Group D t-Z m O T_ W � oma 35-1/4' Ys-Ye-34 11.301-111.391 1+C2+0+p+1 2 1+C2+0+C2+1 2 1+C2+0+C2+13 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+Cx+0+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+1 411+C2+0-C2+1141 C3 Y 00 36" Y,-)4-y4 12.306-12.3011 t+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+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+o+C2N 4 Z a 2 lY LLLL 11.391-13.397 NC2+o+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+p+o+C3+1 4 1+p+0+p+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+p+0+C3+1 4 W 0 45118' 0• p*0.03+1 1 'U 0 yi-%-Y. 13.398-14.683 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+O+C2+1 1 1+p+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C:2+ C2+1 4 1. J to X-y;-y; 11.391-12.297 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 t+C3+048+1 4 1+C9+O+p+1 4 1+C2+0+C2+1 2 1+C2+o+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+03+0+8+1 4 1+p+0+C3+1 4 0 47.3/4' a y5--K-K 12.298-15.558 1+(2+O+c2+1 2 1+c2+0+C2*1 2 1+C2+O+C2*1 9 1*C2+O+C2+1 4 1+p+Osp+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C 2+1 4 1+8+8+8«1 4 1+p+O+p+1 1 ® 9 Q �S Custom 11.391-12.016 1+C2+0+8+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+p+0+C3+1 4 t+C3+0+p+1 4 1+C8+0+p+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+p+0+p+1 4 1+C3+O+C3+1 4 1+C3+0+C9+1 4 0 Q Z $g 52-1/6" K-y5--yL 12.017-13.397 1+C 2+0+C2+1 Z 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+C3+O+pN 1 1+C2+o+C2+1 2 1+C2+0+C2+1 2 1+(2+0+C2+1 311-0+0+0+11 4 1+p+0+p+1 4 1+pr0+p+7 4 W Z 5 a,5 Ye-yi-Yi 13.998-17.016 1+02+0+02+1 2 1+C2+O+C2+1 2 1*Q2+0+C2*1 3 1+p+0+03.1 4 1+p+0+p+1 4 1*p+0•pr1 1 1+C2+0+C2+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1rC2+0+C2+1 4 1+C3«0•pN 4 1+8+0+8+1 4 � O O p Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2N 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+8+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2N 3 1+C2+2+C2+1 4 1+C3+2+p+1 4 1+03+2+p+1 4 N � 80' Y4-ys-y4 13.398-15.380 t+c2*2*a+1 2 t.c2+2rC2rt 2 1+c2+2+02+1 3 1+cs+2+c2+1 4 C3 -C3 4 1+C3+2+p+1 4 1+C2+1+C2+1 2 1+C2+I+C2+1 2 1+C2N+C2+1 3 t+C2+1+C2+1 4 1+C3+1+C3+1 4 1+p+1+C3+1 4 rc 0 t1' tto yc-x-% 15.361.19.641 1+C2+O+C2+1 21_1+02+8+02+1 2 1+a*O+C2+1 3 1+p+0«p+1 4 1+p+0+p+1 4 1+G+0+G+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1*p+0+tl+1 4 I+C3+O+p*1 4 1+04+0+0+1 4 V Q Custom 11.391-13.307 1+C 2+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+p+3+p+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C 2+3«C2+1 3 i+C:2«3+C2+1 4 1+C3+3+C3+1 4 t+p+3+p+1 4 = apl1 �sa�so,ioS 75" %-%-X 13.396-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C 2+1 3 t+p+3+C3+1 4 1+p+3+C3+1 4 1+G+3+04+1 4 1+C2«2«C2+1 2 1+C2+2+a+1 2 1+a+2«cz♦1 3 1+8+2+8+1 4 1+03+2+p+1 4 1+G+2+04+1 4 y5--y.-% 19.111-24.641 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+O+C3+1 3 /+C3+0+C3+1 4 1+G+Oi-C4«1 4 1+G+0+04+1 4 1+p+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+8+1 3 1+p+o.p+1 4 1+04+0+04+1 411-04+0-04+1 4 Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+8+4+8+1 4 1+p+4+C 3+1 4 I+0+4+04+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 224- +1 4 1.0+4+04+1 4 98' yi-Yi-)i 19.398-24.360 1+C2+3«C2+1 2 1+C2+3+02+1 2 1+C2+4+C2+1 3 1+pN+p+1 4 1+8+4+C3+1 4 1+C4+4+0+1 4 1+C2+2+C 2+1 2 1+C2«3+C2+1 Z 1+C2+3«C,2+1 3 t+p+3+p+1 4 -3-C3+114 1+G+3+04+1 4 yi-yc-y5- 24.381-31.641 2+(2+2+C2+2 2 2+C2+3+Cx+ 2 2+C2+3+C2+2 3 2+p+3+C3+ 4�2-0-3-0+ 4 2+04+3+04+2 4 I+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2.2+C2+1 3 t+p+2+C3+1 4 +1 4 1+04+2+0+1 429.8432.515 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+4+C2+2 3 2+p+4+p+ 4 +p+ 4 2+G+4+0+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+23 2♦C3+4+C3+2 4 r2 4 2+04 *G+ 4 32.518.39.841 2+C2+3+C2+2 2 2+C2+3+O2+ 2 2+C2+3+C2+2 3 2+p«4+p«2 4 +G+ 4 2+CSN+CS+2 4 2+C2+2+a+ 2 2+C2+3+C2+2 2 2+C2+ + 4 +9+0+ 414(' Custom -39.641 2+02+3+C2+2 2 2+C2+3+C2. 2+C2+4+CZ+2 3 2+C3N+C3+2 4 +G+2 4 2+C5+4+C5+2 4 2+(�+3+C2+2 2 2+C2«3+C2+2 2 2+02+3+C2+ 3 2+pN+p+2 4 +2 4 2+04+4+G+ 4 NOTES: SEE TABLE 15 FOR DESIGN PRESSURE 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). ' GLASS TYPES 10.12 8 14-18 "MIN.SASH SIZE-WINDOW WIDTH-80.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 5-8. NOT BE USED WITH 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. MAY MAY NOT B OR INTEGRAL 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. FIN FRAMES 4)'1/4-1/2-1/4'AND-1P3-113.1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER.P.E. IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. REA 68705 TABLE 27: -- dans Types Anchor Quantities for XOX Windows 14-16 Sash Sao 24'FbIpM 30'Helghl 36"Height 48'Height 54'Fblpht 63"Height 24'Height 30'Heigh 36"Height 48'FhigM S4'Fblpht d3'Height ConApuration Wldla n a a n o a RNM LvW RsrVe(In) Heed 6 S01 FMad 8 SRI ' Fbed 8 SIII Fked 8 Sill Heed 8 SIII Head 8 Sill Head 8 Sill E Head 8 Sill Head 8 Sill Head 8 Sill Head 8 5111 Head 8 SRI R4 Anchor Group A Meteor Group C 35-1/4' 11.391•11.381 P+C2+G1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C1+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 PRODUCT REVISED 36' Y:-YG-Y, 12.908-12.308 +1 2 1+C2+0+L2+I 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1aC2+0+C2+1 4 1+C3+O+p+1 4 ..-Plyiog with the FkA& Build'",,C,r"1t Y+-Y4-y4 11.391-13.387 +1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+p•0+p+1 4 1+CA+0+G+1 4 Acceptance No 45-118' +1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+D+C3+1 4 1+p+0+p+1 4 1+C3+0+p+1liiret' Dale%-Y4-% 13.395-14.883 11.391•12.207 +1 z 1+C2+0+C2+1 2 1+C2+D+C2N 3 1+C3+O+C3+1 4 1+p+0+C3+1 4 1+04+O+Ga7 447-14' +1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+C3+0.p+1 4m Pr'/�-Y4-Y4 12.298-15.858Custom 11.391-12.018 +1 2 1+C2+0+C2+1 2 1+C3+0+p+1 3 1+C3+0+C3+1 4 1+G+B+G+1 4 1+04+0+04-1 4 52-1/8" %-%-Y. 12.017-13.397 1+C2+0+C2+1 2 1+C2+0aC2+1 2 1+p+O+C3+1 3 1+C3+0•C3+1 4 1+04+0+04+1 4 1+04+0+04+1 4 � %-%-% 13.398-17.018 1•C2+0+C2+1 2 1+C2+O+C2+1 2 1+p+0+p+1 3 1+C3+0+C3+1 4 1+04+0+04+1 4 1+04+0+04+1 4 Mtan 11.381-13.397 1+C2+2+C2+I 2 I+C2+2+C2+1 2 1+C2+2+C2+1 3 1+p+2+C3+1 4 1+C3+2+C3+1 4 1+04+2+04+1 4 > 1+C2+1aC2+1 2 I+C2+2+C2+1 2 1+C2*2*C2+1 3 1+C3+2rC3+1 4 1+p+tap+1 4 1+04+2+04+1 4 � K_Yj_y 19.398-15.380 Not Allowed 15.301-19.641 1*czw*C2*1 2 I+C2+0.2+1 2 t+C3+0+p+1 3 I+C4+O+G+1 4 1+04+0+04+1 4 1+C5+O+c5.1 4 lA Y Q 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+i 3 1+C3+3+p+1 411.04+3+04+1 4 1+04+3+04+1 4 Custom 11.391-13.397 jney 76' Y-%-% 13.398-10.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+p+3+C3+i 4 1*G+9+04+1 4 1+G*3+04+1 4 Yr-Y4-X 19.111-24.641 I+C2+O+C2+1 2 t+C3+0+p*1 2 1+C3+0+C3+1 3 1+04+0+G+1 4 1•C6+O+C5+1 4 1+C5+0+C6+1 4 to O O 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+G+4+04+1 4 1.04+4+04+1 4 O O Custom 17.641-10.397 O 96' 1±-y-Y4 10.306-24.360 1+C2+3+C2+1 2 l4C2+3+12+1 2 1+C1+3+C2+1 3 1+C4+4.04+1 4 1+04+4+04+1 4 1+C4+3+G+1 4 }� atop Cr � ti Y4-Ys-% 24.381-31.641 t+C2+2+C2+I 2 2+C2+2+C2+2 2 2+C2+2+C2+ 3 2+04+3+C4+ 4 2+04+3+04+2 4 1+04+2+04+1 4 N Q' 120' Y4-Ya-X 28.641-32.515 2+C2+3+C2+ 2 2+Cl+3+C2f2 2 2+D2+3+02+2 3 2+04+4+04+ 4 2+04+4+04+2 4 2aG+3+04+ 4 -J J O B = Y-K-)4 92518-30.841 2+C2+2+C2+ 2 2+LZ+3+C2+2 2 2+C2+3+C2+ 3 2+G+3+CA* 4 2+04+3+04+2 4 2+04+3+04+ 4 Z LL n[i o�p .n 0 0 140' Custom " -39.641 2+C2+3+C2+ 2 2+02+3*C2+2 2 2*C2+3+C2a 3 2+04+4+G+ 4 2+04+4+04+2 4 2+04+3+04+ 4 =Ul x fn Anchor Group 8 Mehr Group D F Z m Ci Y .fit. m 9M 35-114' %-Y.-Y. 11.391.11.391 I+C2+0+C2+1 21+C2+0+p+1 2 1+C2+0+C2+1 3 1+t2+O+C2+1 4 I+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02.1 2 1.02+0.02-1 2 1+02.0+02+1 31+02+0+02*1 4 1+C2+0+02+1 4 1+C2+O+C2+1 4 0 36" %-Y.-Y. 12.308-12,308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+12+1 3 1+LZ+0+C2+1 4 1+C2+0+C2+1 4 t+C3+0+C3+1 4 1+C2+0+C2+1 2 L+C2+0+C2+1 2 1+CZ+OaC2+1 3 1+C2+0.C2+1 4 1•C2+O+C2+1 4 1+C3+0+C3+1 4 Z Q.Z � Y4-%-y. 11.391-13.397 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 I+C3+0.C3+1 4 1+C3+0+C3+1 4 1+04+0+04+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C3+0+C3+1 4 1+p+O+C3+1 4 1+G+0+C4+1 4 W 0 45-116' J O YG-%-% 13.396-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 I+C3+0+p+1 4 1+p+0+p+1 4 i+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C3+O+C3+1 4 1+p+0+p+1 4 1+C3+O+p+1 4 J O 47-314" %-%-Y. 11.391-12.297 I+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 t+p+0+C3+1 4 1+C3+O+p+I 4 I+G+O+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2N 3 1+C3+O+C3+1 4 1+p+O+p+1 4 1+C4+0.04+1 4 ® Z O laaug Yi- 12.298-15.558 1+12+0+02+1 2 1*02+0+02+1 2 1*C2+0*C2+1 3 1+p+0+p+1 4 1+C3+0+p+1 4 1+p+0+p+1 4 1+C2+0+C2+1 2 1+C2+0+C2N 2 1+C2+D+C2+1 3 I.c3+0+C3+1 4 Hp+0+p+1 4 1+C3*D+C3+1 4 �+ Q J Custom 11.391-12.010 1+C2+0+C2+1 21+C2+0+C2+1 2 1+C3+O+C3+1 9 t+p+0+C3+1 4 1+C4+0+04+1 4 1+04+0+04+1 4 1aC2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+p+1 3 1+C3+0+C3+1 4 1+G+0+04+1 4 1+04+O+C4+1 4 u Q F- 52-118' Y.-Y,-Y. 12017-13.397 1+C2w+C2+1 2 1+C2+0+C2+1 2 1+p+0+C3+1 311-C3+0+09+1 4 1+04+0+04+1 4 1+04+0+G+1 4 1•C2+o+C2+1 2 1+C2+O+C2+1 2 1+C3+o+C3+1 3 1+C3+0+C3+1 4 1+G+0+04+1 4 1+C4+D+G+1 4 0 Z a Z tl %-%-Y. 13.398-17.010 1+12+0+C2+1 2 1+C2+0+C2+1 2 t+C3+0+C3+1 3 1+q+0+p+1 4 1+04+0+C4+1 4 1+04+0+G+1 4 1+CZ+0+C2+1 2 I+C2a0+C2+1 Z 1+p+0+C3+1 3 1*p+0+p+1 4 1+G+O+G«1 4 1aG+0+G+1 4 < O O O Custom 11.391-13.387 I+C2*2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+p+2+C3+1 4 1+C3+2+C3+1 4 1+04+2+04+1 4 1+C2+2+C2+1 2 I+C2+2+C2+1 2 1+C2+Z+C2+1 3 1+C3+2+C3+1 4 1+p+2+p+1 4 I+C4+2+04+1 4 = f V r- 80" Y4-Yi-Y4 13.398-15.960 1+02+2+02+1 2 1+C2a2+C2+1 2 1+C2a2•C2f1 3 1+p+2+03+1 4 1+p+2ap•1 4 1+G+2aG+1 4 1+02N+C2*1 I I+C2+1+C2♦1 2 1+C2+1+C2•I 3 1+p+1+03+1 4 1•p+Np+i 4 1+Ga1•G+1 4 (� D' to YS-X-K 15.381-19.841 1+02+0+02+1 2 1+02*O+C2+1 2 t+p+p+p+1 3 1+04+0+04+1 4 1+G+O+G«1 4 i+C8+0+05+1 4 HC2*O+C2+7 2 IaC2+0+C2+1 2 1+C3+O+p+t 3 1aG+0+G+1 4 1+G+0+04+1 4 1+06+0+05+1 4 V a Mian 11.391.19.387 1•C2a3+C2+1 2 1+02+3+C2+1 2 1+02+3+02+7 3 1+p+Sap+1 4 t+G+3+04+1 4 1+G+3+04+1 4 7aC2+2+C2a1 2 1+02+2+02.1 2 1*C2a3•Cla1 3 1+C3+3+C3+1 4 i+04+3+G+1 4 1+04+3+04+1 4 = 7S' Y4-YS-X 13.398-19.110 I+C2+2+02+1 2 1+C2+3+C2*1 2 1+C2a3+(x+1 3 1+p+3rp+1 4 1+G+3+04+1 4 1+G+3*G+1 4 1+02+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+04+2+G+1 4 1+C4+2+G+1 4 em1 �seo sal,as 1S-K-K 19.111-24.641 1+C2+0+C2+1 2 I+p+0+p+1 2 1+C3+0+C3+1 3 1+04+0+04+1 4 1+05+0+CS+1 4 1+C6+0+C5+/ 4 1+C2+O+C2+1 2 11-0-0+0+1 2 1+C3+0+C3+1 3 1+G+O+G+1 4 1+CS+0+05+1 4 I+C5+O+C6+1 4 Custom 17.841-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+G+4+04+1 4 1+G+4+04+1 4 1+C2+3+C2+I 2 1+C2+3+C2+1 2 1+02+3+C2+1 3 1+C3+4+C3+1 4 1+G+4+04+1 4 1+CM3+C4+1 4 Y4-%-y4 19.308•24.360 1+C2+3+p+1 2 1+a+3+C2+1 2 I•C2+4+a+1 3 1+04JA 1+04+4+G+1 4 1*G+3+G+1 4 1+C2+2+C2+1 2 1+01+3.02 *I 2 1+02+3+C2+1 3 1+04+3+04+1 4 i+G+3+04+1 4 1+04+3+04+1 4 Ye-Yr-X 24.361-31.641 2+C2+2+C2+2 2 2aC2+3aC2+ 2 2+C2+3+C2a2 3 2+04 2+04+3+04+ 4 1+04+2+G+1 1 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2*C2+1 3 I+C4+2+04+1 4 1+04+N04+1 4 1*04+-104+1 4120' Y20.64132.515 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+4+C2+2 3 2+04 2+C1+4+04+ 4 2+04-1*G*2 2+C2+3+C2+ 3 2+04+4+CN 4 2+04+4+04+ 4 2+C4+3+G+ 4 Yr-'/. 32.518•39.641 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2*G 2+G+4aG+ 4 NG+3+ 04+3+04+ 4 2+CM2+G+ 4 /140" Cuelom -39.641 2+C2+3+CI+2 2 2+C2+3+C2• 2 2*C2+4+(2+2 3 2*G 2.04+NG+ 4 2+G+3+G+2 4 2+C2+3+02+2 2 2+C2+3+12+ 2 NC2.3+C2+ 3 2+Ga4+G+2 4 2aG+4+G+ 4 2+G+3+04• 4 (/l-It/�' - NOTES: SEE TABLE 16 FOR DESIGN PRESSURE /v 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). WINDOW WIDTH-80.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 8.8. 'GLASS TYPES 10-12 814-16 "MIN.SASH SIZE= 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. MAY NOT BE USED WITH 2 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL 4)'1/4-112-114'AND-1/3.1/3-113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.UmN'MILLER,P.E. FIN FRAMES IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.I158705 TABLE 28: Bill of Material 3.600' 3.500' 3JfOD' 3.500' A part Description Material .052' 1 620121 Flame Heed,811 and Jambs-Flange PVC 71rj�j I� Iti2 820122 Flame Heed,SIA end Jambs-Flange PVCILfiIL(13 920123 Flame Head,SIA end Jambs-Fin PVC 4 620124 Frame Head,Bill end Jambs-Equal Leg PVC 2 445• 2.445" 2 445 2.445" 13 620172 Ardi-LFixed In tin /Triail Coeer PVC ��� PP� a 14 820131 Fixed Meering Rail PVC -� O a E3 o is 820158 Track Invert 8083 78 At 1L � � [20 820129 Sash Rail(Sides,Top d Bottom) PVC 820188 Monorail 8083 TB At .625 J.CHANNEL .625" r(;_,lFLANGE FRAME FIN FRAME EQUAL LEG FRAME 820158 Pull Rail Interlock 8083 T8 AI T D 137 O FRAME HEAD,SILL AMBS j HEAD,SILL a 1'37 O HEAD. 8 O4 j�SILL 8 820144 Pull Rail Interlock Corner PVC 820150 Light Sash Reinforcement 8083 TB AI 620151 Standard Sash Reinbreement 8083 T8 AI 1.872" 1.641'620152 HD Sash Reinforcement 8083 T8 Al L ' -T 1 ,�/ 24 820163 Standard Meeting Reil Reinforcement 8006 16 At �` 1.507' 1j.---iL-'- I _ 2.100^ 25 820154 HD Meeting Rail Reinforcement 8005 TS At 1.630' I � 2.175 26 620155 H.D.Horiz.Roller Meeting Rall Reinforcement 8005 T5 At 77Y o o 1.020" 1'375' 27 71OX114PPA #10 x 1-1/4"PH.PH BOB(Monorail Screw MOSS 1 t 47• 28 81644 Weatherstrip,.187'x.270'Fin Pile 065^ -� 1.231' �� 1.000' )F 070' 060 29 81719 Weetherslri,.18T z.220'Poly Pile 30 08 x 1'Ph.PH SDS(Interlock Mounting Screw) 410 SS 13 ANTI-LIFT URT 14 FMEETING RAIL 75 INSERT 18 IXED TRACK SASH RAIL 19 LITE� 20 LIFT rtNL INTERLOCK INTERLOCK COVER 311 78X312PPA 48 x 3-1/2'Ph.PH SMS(Fixed Meeting Reil Screw) 4105B 321 71e8BSP Meeting Reil Screw Support Plate am T5 At i� 33 720210 Weep Hole Cover PVC .315 �I .075 1.100' 34 r 720187 installation Screw Hide Plug PVC 8"' .175 I yrJ7' 37 720197 Auto Lock C Steel o _ .77755f4• .750' L�--7�y 715 .715 38 p Lock Cut Zinc 39 720196 Auto eLock Corer Assembly Cast Zinc .035" -►I�-} .025 '{ -� �UU 1.185Oar��LL T 40 #6 x 11-1/8'Ph.FH SDS(Auto and Sweep Lock Screw) SS LAMI IG EXTRUDED I ROLLED LIGHT SASH SSASH TANDARD II 41 720200 Auto and Sweep Lock Keeper Cael 21ne 72 BEADING 91 SCREEN FRAME O SCREEN FRAME 21 REINFORCEMENT O REINFORCEMENT 42 78X34PPA #8 x 3/4"PH.PH SDS(Keeper Screw) SS 43 7812FPTX #8x1/2"FPH Tek Rernbreement Screw SS 070" �I.- 1t82' 1.1�� .280- 44 Leadstile Top Comer Key Nye 1 � .070" 46 Leedstile Bottom Comer Key Nylon1.184" 094" 46 Lockstlle Top Comer Key Nylon 070" ,7p1• 1.036 1.U:1 II /L 1 2+ 47 Lockstile Bottom Comer Key ryy1 .810. 1 IIUU=r ;�{(+) - .130' 184" L .074' 48 720204 Wheel ry ion 0 .160 1.331' fF _� 1.340' �I 1.340" �+- 72 820135 LaM.I.O.Beed PVC �O HD SASH 4 STANDARD O HO MEETING O HD HR MEETING PRODUCT REVISED 74 Backbeddi g,GE 7700 or Dow 791 Silicone REINFORCEMENT 24 MEETING RAIL 25 RAIL 28 RAIL 17 MONORAIL n cemptY�9 with Oro FbWM 7� REINFORCEMENT REINFORCEMENT REINFORCEMENT Building Code 76 71684/5 SettingBlock /8"x 7 x 1/8',85�/-6 duo. EPDM Acceplar-No 76-0 ! •1'[ 80 81011 Roll-formed Screen Alum :; Ri.sYed ay; parr Rwl.fon: r.xinn DMe /J.((jfQ 81 81012Extruded Screen Frame Alum 821 Extruded Screen Spreader Bar Alum d Datr Re.hrun. Mi i Dade P I 83 47042W Screen Comer Key with Pull Rig PVC - 84 47041W/CKGLB Screen Comer Key No Pull Ring PVC 115 M Teralon Spring SS Draw7CASP 8s 81B18C4a Screen Cloth Fiberpiess - WINDOW EXTRUSIONS 8x BOM J ROSOWSKI 1070 TECHNOLOGY DRIVE 71IN: 87 81035/81814 .140"Screen Spline(Mechine/Hand Rolled Vint pOt'' N.VENICE 05/ FL 34275 HORIZONTAL ROLLER-LM 15/15 P.O. BOX 1529 NOTES: ;_ NOKOMIS, FL 34274 5.nse/Modd: 300b: r: 0re.fna Ib. iTer. 1)ITEMS#5.12,18,35,36,49-71 8 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. M LYNN)41LLER.P,.E'. H R-551 O NTS 17 OF 18 M D-H R5510-01 A 2)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR HAMA EXTRUDER CODE. P y 17066 CERT. OF AUTH. �2929a 4NT 18 SASH TABLE 21: MITERED FRAME WITH u ASSEMBLY Egress Lock Bill of Materiel 1 INTERIOR AND EXTERIOR DETAILS # Part# Deecrlptlon Material FRAME WELDS © 100 7M C7024 Mufti-Point Lock da Cast 7unc 18 _ 42 105 ® 101 73340 Operslor mound Plate Steel 102 72015 Multipoint Lock K Alunrnum V T — 103 720214 Multipoint Lock Guide Nylon }I EXTERIOR 46 ATTACHED RAO C32> SASH RAIL 104 220217-721 Tie Bar len h Varies Stainless Steel 105 71024X12HFX#10 z 1/7'HH MS Stainless Steel C1/ � 108 78X1FPAX #8 z 1"Ph.FH SMS Stainless Steel 72 X4 _ ` I I 107 78X75FPTX #8 x 3!4"Ph.FH SIS Stainless Steel 1 19 17 ATTACHED TO ,.� 30 FRAME JAMB 27 1e EGRESS LOCK 37 DETAILS 40 (NOT TO SCALE \_Ju6) 63 OR 804 C2�� C� 104 87 85 -' OPT.AUTO LOCK 46 ATTACHED TO PRODUCT RP V1SM 20 48 FRAME JAMB as Eltsiding Code oyite�� Expiation Date 42 f 101 18 9y Mian+Dnde Pradaf C 82 14 .,'�� ® 10 OPT. 72 X.q 42 i OPT.SWEEP LOCK \_ATTACHED TO �CMi 81 FRAME JAMB 15 � 1070 TECHNOLOGY DRIVE 1 MITERED FRAME WrTH © N. VENICE, FL 34275 INTERIOR AND EXTERIOR 100 (941)-480-1600 FRAME WELDS SCREEN CERT. OF AUDI. /29296 ASSEMBLY RaH>.e Das: Rte` DETAILS ' " i , - Ravind Ry Dote: Rav6ten: 83 OR 84 �� Desr>IpBan: D- By EXTERIOR FRAME EXPLODED WINDOW VIEW J ROSOWSKI ASSEMBLY DaN: NOTES: DETAILS HORIZONTAL ROLLER-LM 05/15/15 1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. -- �- 2)J-CHANNEL FRAME SHOWN,PART 0 1.OTHER FRAME TYPES APPLY. Sarlas/Madal: Scala: Shat: Orowirp No. Ror 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS tl-S. A.LYMN I�LHR;P.E. HR-5510 NTS 18 OF 18 MD-HR5510-01 A P.E.'68505 9/30/2016 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu>Product or ADDhcabon Search>Application List>Application Detail FL# FL239-R24 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive F +; z _ North Venice, FL 34275 v _.J (941)486-0100 Ext 22318 druark@pgtindustries.com DEC 2 2UI? Authorized Signature Jens Rosowski Pr[i.°i3i?T[iVG jrosowski@pgtindustries.com St. Lucie County, FL Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO- CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval Date Approved 09/08/2016 https://floridabuildi ng.org/pr/pr_app_dH.aspx?param=wGE\/XQMDquSl BLiBCAEm BE7OC3MC3PGaDAI SVVyATjg%3d 1/3 9/30/2016 Florida Building Code Online Design Pressure: N/A Installation Instructions Other. Please see Miami-Dade County Notice of Acceptance FL239 R24 I1 15-0612.11 LMI Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 SH 3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.10 SMI.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.10 SMI.Ddf (NOA)for product performance information, anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type, size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH 5400(Non Impact) Vinyl Single Hung Window Limits of Use 'Certification Agency Certificate Approved for use in HVHZ:Yes ! FL239 R24 C CAC 16-0714.04.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/30/2020 Design Pressure: N/A I Installation Instructions Other. Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.04.Ddf (NOA)for product performance information, anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window m o Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C GAC 16-0714.03.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.03.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type,size, and spacing information. j Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Bark fVext Contact lJs::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyriant 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do rat want your e-mail address released in response to a pudic-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: Credit Card Safe ■ https://floridabuildi ng.org/pr/pr_app_M.aspx?param=wGEVXQwtDquS 1 Bu8CAEm BE7OC 3lVX3PGaDA1 SWyATjg%3d 3'3 M IAM i•DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13, dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision s stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. NISSELE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. ! RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0519.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 16-0714.03 MIAMI•DADE COUNTY Expiration Date: July 30,2020 a to Approval Date: August 18,2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal® spacer system, Super Spacer®NXTT d spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and 'installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964,dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0519.05) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08/21/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5'h Edition (2014), dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. r� (Submitted under previous NOA No. 15-0519.05) ! Mannei P &,P E. Product Control Exam' er NOA No.1 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(coNTnvUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer" dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc,for their "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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-5th Edition (2014), dated May 15,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) 2. Statement letter of no financial interest, dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) 3. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor, Product Control Section. 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.05,issued to PGT Industries for their Series "5500"PVC Single Hung Window-L.M.I."approved on 07/30/15 and expiring on 07/30/20. Manuel Per , Product Control Eam' er NOA No. 16- 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHORAGE / 21-618" ANCHORAGE EXAMPLE DE310N PRESSURE RATING IMPACT RATING EXAMPLE FOR 28.1!8"MAX.O.C. FOR ARCH-TOP fi4'MAX.BUCK WIDTH MAX.O.C. VARIES PER REINFORCEMENT LARGE 8 SMALL MISSILE RADIUS-TOP 12"MAX FROM HEADER(SIM.FOR ALL LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT HEADER(SIM. // FRAME SEAM �( 30' �-- 12'MAX. � / WINDOW TYPES) FOR ALL , B,SEE ____ MAX.O.C. WINDOW TYPES) SHEETS+ 52-11W MAX.BUCK WIDTH "- - - _-- - 10"MAX.FROM _ SEE SHEETS r 1-1/4' A.SEE r-_. _. '1 ITMAX. / FRAME SEAM D.SEE r 8&9 jl S.SEE,+ Nr MAX O.C. �{,�12.MAX. HEET 3+ I fIXEO VISIBLE _� _�_ SHEET 4 SHEET3 - I 1 I LIGHTWIDTH A.SEE' -. _. 12'MAX SHEEB. EE �-30'MAX.O.C.+-i,��_12"AAAX. SHEET 4f .I. SHEET 3; _ _ i + FIXED EQUALLY / VISIBLE A.SEE SPACED LIGHT W-7/8"MAX.O.C. SHEET3j EQUALLY 17.7!6'MAX O.C. ANCHORS PER SPACED I TABLES 9-11 _ /HEIGHT EQUALLY / 17-718"MAX.O.C. / ANCHORS PER 81.78" SPACED TABLES 9-11 ( I / MAX. ANCHORS PER / ( �" O / �, � BUCK TABLES B-it � 82" O. BUCK �" I HEIGHT 7 MAX. 1 HEIGHT MAX. BUCK AS SHOWN X I 4 10"MAX.O.C. HBUCK EIGHT X I 4 10"MAX.O.C. )( ^ 10"MAX.IO.C. HEIGHT 13-3/4"MAX.D.C. EQUALLY SASH 13-314'MAX.O.C. EQUALLY 13-314"MAX.O.C. EQUALLY ___ - -_ SPACED / I�_ SPACED VISIBLE _L SPACEDSEE ANCHORS PER + ANCHORS PER LIGHT y ANCHORS PER _ _ i SHEETS TABLES&11 / A� TASLE99-11 i / HEIGHT Ip� TABLES 9-11 / - 1� B&8 I / C 11 6-1/2'MAX. -- 6-1/2'MAX - 6-1/C'MAX. NO ANCHORS AT SILL _ NO ANCHORS AT 30.L _L WEEP- NO ANCHORSAT LL __ _ _ B+-I D+---- 1-114" B 54EP- 'MAX.BUCK WIDTH + NOTCH DSEE SILL ETAILS.9, a SASH VISIBLE ��TCH DETAILS, (� 64"MAX.BUCK WIDTH ��NOTCH DETAILS, NOTCH DSEE SILL ETAILS SHEETS UGHT WIDTH SHEET3 SHEETS SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THF_NAIL-FIN 76'HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES........................1 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INFRAME,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIG .............................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. GLLASSASS..ANCHOR 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM COO OPTIONS.............................2 INSTALLATION,FLANGE d CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LE ................3 INTEGRAL FIN DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN &J-CHANNEL......................4 INSTALLATION,INTEGRAL AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GLAZING 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DEESISS DETAILSGN PRESSUREESS...................8.7 ...................5 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. ANCHOR QUANTITIES.................8-10 EXTRUSION PROFILES................11 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. ASSEMBLY 8 PARTS LIST...........12-1 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM E1300. FA DARDS USED: 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS 4 FLORIDA BUILDING CODE(FBC),STH EDITION NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT TM E7300-09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. SVAFBPA NDS-2012 FOR WOOD CONSTRUCTION PRODUC1-REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 'ALUMINUM DESIGN MANUAL,ADM-2010 w c.mplyiog with Ow Flaridl� I-S1OO-07/S2-2010 Buil e,d& 10)REFERENCES:TEST REPORTS FTL-7864 8 7986;ELCO ULTRACON HOA;ELCO CRETEFLEX HOA;ELCO AGGRE-GATOR HOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE 8 BRONZE/ q �� I(2-O )4,a LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NOS 8 hYNUM DESIGN MANUAL P 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. I RAW..d Br. Boa: RaW/aAMI; LaxPlfNpn Datc I w J R 05/05/16 A)ADDED SPACERS By USER INSTRUCTIONS: TO SHEET tt MI I _.modacCCo_. R-1-4 By: Dots: Revla(on: 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW A.,/6 � 0 D—rlptlon: Drawn By: OPENING OBTAINED IN STEP I. GQ ,N I.b ' � GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR { ' 1070 TECHNOLOGY DRIVE 77th: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. N. VENICE, FL 34275 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. t, SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ` \ (941)-480-1500 Sadw/MoMI: SrnA: SMN: Wawln9 Nw R�r NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, / '�AiVYMN IELER;P.E. INTEGRAL FIN OR EQUAL LEG/BOX). pErd706 CERT. OF RUTH. #29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 A TABLE 1:ALLOWABLE GLASS TYPES -- - GlassType P Design PFrame Glass Frame From Description(Listed from Exterior to Interior) Table Yor 3 Type 8haet6 Types Options ConBga. Shapes Installation Options that may be used 6 718'Laminated I.G.:1/8"A Exterior Cap+7/18"Air Space+5/70"Laminated;(2)Liles of 1/8`A Glass with.080'PVB Inledeyer 4,5 6 (we Fig B) (we Table 1) (sea Fig A) (see Fig C) 6 7/8"Laminated I.G.:1/8•T Exterior Cap+7/18•Alr Space+5/16'Laminated;(2)teles of 11/8"A Glass with.090'PVB Inteda er 4,6 6 ....Into 2X Wood FmrWBucksldp-shad 3,option 1 7 7/8'Laminated I.G.:3116"A Exterior Ca +3/8"Air Space+511W Laminated; teles of 1/8•A Glass with.090'PVB Inteda e1' Flan Equal-Lite, Amh-/Recl., P W (2) Y 4 6 6 Flange 5-16 Odal/ProMew Arch-Top 8 Through the home ....Into Concrete/CMU-sheet 3,option 2 8 7/8•Laminated I.O.:3/18'T Exterior Cap+316'Air Specs+5/18`Laminated;(2)Utes of 1/8'A Glass with.090'PVB Intedayer 4,6 6 (KZ) &Cottage Radius-Top of the window...... ....through 1K Bucksldp Into Conciete/CMU-sheet 3,option 3 9 7/8•Laminated I.G.:1/8'A Exterior Cap+7118'Air Specs+5110'Laminated;(2)Liles of 1/0'H Glees with.090'SO Intedayer 7 7 ....Into Metal-shed 3,option 4 10 7R1'Laminated 1.0.:1/8'T Exterior Cap+7/18•Air Space+6118"Laminated;(2)Utes of 1/8'H Glass with.090•SG Interlayer 7 7- ....Into 2X Wood Frame/Buckstrlp-sheet 3,option 1 11 7/8'Laminated I.O.:3116'A Exterior Cap+3/8'Air Space+5/18•Laminated;(2)Lines of 1/8'H Glass with.ow SG Intedayer 7 7Bax/ Equal-Life, Arch-Top A,., Through the hams ....Into Corlcrele/CMU-sheet 3,option 2 Equal-Lep 5-16 OIt Col Waw Arch-Top& 12 7/8'Laminated LO.:3118'T Exbdm Cap+3/8"Air Specs+5/18'Laminated;(2)Wee o11/8'H Glass with.080'SG Inbdayer 7 ) (Yq) &Coltepe Radius-Top d the window...... ,.„Dirpugh 1X Bucksldp Into ConcrNsYCMU-aMsl 3,option 3 137/8'Laminated I.O.:118'A Exterior Cap+5/16'Alr Space+7/18'Laminated;(2)Liter of 3/18'A Glass with.090'SO Intedayer 8 7 ....into Metal-sheet 3,option 4 14 7/0'Laminated I.O.:1/8'T Exterior Cap+6/18•Air Space+7118•Laminated;(2)Liles of 3/16"A Glass with.090'SG intedaysr a 7 Through the ....into 2X Wood Frame/Buckstdp-sheet 4,optlon 5 15 7/8'Laminated I.O.:3/18'A Exterior Cap+1/4'Air Space+7/18'Laminated;(2)Liles 013118'A Glees with.090'SO Interlayer 7 7 J-Channel Equal-Lite, Square/Rect.,Integral en...... 5-8 Odel/Prowew Arch-Top& ....Into Metal-sheet 4,option 7 18 7/8'Laminated I.G.:3118'T Exterior Cap+114'Air Space+7/18'Laminated;(2)Liles of 3/18•A Glass with.090'SG Intedaye( 7 7 tali) &Cottage Radius-Top Through the hams ....Into 2X Wood Frame/Buckstrip-sheet 4,option 6 of the window...... ....into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5.7.9.11.13 Through the ....Into 2X Wood Frame/Buckstdp-shed 4,option 5 - &15 MAY NOT BE USED IN E ualAJle, S ,into Metal-sheet 4, MIA.Edge Min. Int Fin 9 quare/RecL•integral N...... Group Anchor Substrate Distance Embedment' al THE HVHZ ABOVE 30'. 5-8 Odei/Proview Arch-Top& �ck 7 0 Cottage Radius-Top Through the hems ..-.Into 2X Wood Frerne/Buckstdp-shwl 4,option 8 1110 SMS Outhern ne = of the window...... .-.,into Metal-sheet 4,option 8 Steel,A36' 3/8" 0.050" (steel,18-8 S.S. Steel Stud,A653 Gr.33' 318' 0.0451' 18 Ga. *MIN.OF 3 THREADS or 410 S.S.) ( ) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES A Aluminum,8063-T5• 3/8" 0.050' SUBSTRATE.Fort STEEL STUDS, __ 'A"=ANNEALED P.T.Southern Pine(SG=0.56) 7118" 1-318• '1"=HEAT STRENGTHENED 3/16"steel Ultracon Concrete(min.2.05 ksl) 1' 1318' MIN.Fu-46 KSl& 'T'=TEMPEREDMIN.Fy=33 KSI. 2 `PVB'-.D90'BUTACITESPVB Ungrouled CMU,(ASTM C-90) 2-1/2' 1.1/4" f� 4 r0 BY KURARAY AMERICA,INC. P.T.Southern Pine(SG=0.55) 9/16" 1J/8" 'UNGROUTED CMU Y12 SMS Steel,A36` 3/8" 0.050' VALUES MAY BE BOX OR "SO`_.090"SENTRYGLAS40 B (steel,18-8 S.S. USED FOR GROUTED Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) CMU APPLICATIONS. FI ANGE EQUAL- INTERLAYER BY KURARAY or 410 S.S.) Aluminum,6063-T5* 318" 0.083" LEG AMERICA,INC. EQUAL-LITE ORIEL COTTAGE 114"steel Ultracon Concrete(min.2.85 ksl) 1' 1J/4' C Urlgrouted CMU,(ASTM C-90) 2-1/2" 1-114' FIGURE C:FRAME SHAPES 1/4"steel Cretelax Concrete(min.3.35 kel) 1' 1.3/4" ---I BUCK WIDTH --I BUCK WIDTHFr-+(BUCK WIOTHj- - 1/4"steel Ultracon Concrete(min.2.85 kel) 2-1/2' 1-3/4' T T - 1 n// Ain 1/4"steel Ultracon P.T.Southe`Plne(SG=0,55) 1' 1-3/8` / TT To 1 C�114"steel CreleYex Concrete min.3.35 kel 2-1/2" 1.314" �/ F Lingrouted CMU,(ASTM C-90) 2-1/2' 1-1/4` 15 Mu al J-CHANNEL INTEGRAL 0 1/4"sleet CreleAax ( Y O I FIN P.T.Southern Pine SG=0.55) 1" 1.3/8' 1/4"steel Aggre-Gator Concrete(min.3.275 kei) 1-1/2 /8' ' 1-3 1/4"steel Aggre-Gator P.T.Southern Pine SG=0.55 1' Grouted CMU,(ASTM C-90) 2" 21 RECTANGULAR RADIUS-TOP ARCH-TOP TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as-plying with de,Florkia Group Anchor Substrate Min' U Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM "iidina Cuda Distance Embedment' THE TABLES ON SHEETS 8-10. A,;,;,;pr­pw 1(#•07/4.Q3 E 2-1/2"x.131'Common Neil P.T.Southern Pirie(SG=.55) 3/8' 2.7/18' '/ R.4..d By; Dot.: ReNalon: h`f c rka fit 2020 2-1/2"Ring-shank RooSng Nail P.T.Southern Pine(SG-.55) 318' 2-7116' y ATi:uni este I4 -a P.T.Southern Pira(SG-.56) 1/2' 1-3/8" Revfsed By; Data: Revision: Y10 a 1l,18-8 s.s,SMS Aluminum,8083-T5' 3/8' 0.050' (.lw18-e steel stud.GL 33' 318' 0.0451'(18 Ga.) or 410 S.S.) 9 0-criptlon, Drown ay: F steal,A38 318' 0.050' 'MIN3 JTHREADS BEYOND /( ONS ROSOWSKI P.T.Southern Pine(SG-.55) 9116" 1-318• THE METAL Y12SMS •,r- 1070 TECHNOLOGY DRIVE Title: Dat.: (steel,188 S.S. Altardnum,6063-T5• 3/8• 0.063" SUBSTRATE.FOR N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Steel Stud,Or.33' Nil" 0.050' STEEL STUDS, 1" (D41)-480-1800 or 410 S.S.) MIN.Fu=45 KSI& Swie./Y - Sed.: I Shwt: Deo No. R.v: Steel,A38' 3/8' 0.050" MIN.Fye33 KSI. A.LY.ti"'N448R)AE. e'a18 • P.E.e58705 CERT. OF RUTH. #29298 SH-5500 NTS 2 OF 13 MD-SH5500-01 A INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME INSTALLATION - ANCHORED DIRECTLY INTO CONCRETE/CMU. B11CTRIP(INTO CONCRE AX E/CMUND' OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. FRAME 2XWOOH EMBEDMENT -f----�-I r EMBEUMENI FRAME INTO 2X WOOD -�-{ 1/4'MAX SHIM FRAME OR BUCKSTRIP. T 16 1/4'MAX SHIM SEE NOTE 2,THIS SHEET. EMBEDMENT • SASH VISIBLE EDGE • 1$ LIGHT WIDTH 17 EDGE FLANGE FRAME -9 SHOWN DISTANCE Q DISTANCE -_-- - •. 44 BALANCE . L1/4"MAX _ TYPE VARIES - - -- TYP.ANCHOR SHIM TYP.ANCHOR TYPE, -- 42 WITH SASH EMSEDMENTAND. WEIGHT TYPE, 2 TYP.ANCHOR TYPE, EDGE 54 EMBEDMENT EMBEDMENT AND EDGE 30 AND EDGE DISTANCE PER - DISTANCE PER SUBSTRATE, SUBSTRATE, 31 DISTANCE PER SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. •' EDGE SUBSTRATE, 18 EXTERIOR $7 DISTANCE SEE TABLE 2. �— SHEET2. FIXED 19 2Q OPT.SASH TOP FIXED VISIBLE 4 VISIBLE LIFT RAIL FLANGE 2 LIGHT WIDTH EQUAL LIGHT t FRAME L HEIGHT FOR ALL WINDOWS: NOTES: SHOWN BUCK WIDTH ILFRAME SHOWN 1 ANCHOR®3.55' FRAME _1 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION A-A 0 I 22 21 CENTER. SUBSTRATE-APPROPRIATE FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 38'WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FOC COMPLIANT ALUMWUMISTEEL FRAMING OR STEEL STUD. 72 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. 46 4$ 47 N O 14 SCREWS�1&318" INSTALLATIOPTION SHOWN MAY 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1/4'MAX BUCK 50 1$ BOTTOM LOCKS: SHIM /10 OR R72 STEEL 1/4'MAX HEIGHT O O O ` ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SCREWS!8-318" USED INTO WOOD AS PER TABLE 2, S�S' ILuNG SHIM $5 FROM END, SHEET 2.ALL WOOD BUCKS LESS (G6),SEE 30 4 THAN 1-1/2'THICK ARE TO BE TABLE 2• .�—. SASH CONSIDERED 1X INSTALLATIONS.1X SHEET 2. E%TERK)R VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS $8 18 DEPICTED AS 2X ARE 1-1/2•THICK USE EITHER OR GREATER.1X AND 2X BUCKS OPT. 65 LATCH OR (WHEN USED)SMALL BE DESIGNED (2)1' $1 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE Q EQUAL Q INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEG180X WEEP FROMLOCAAS END DESIGN AND INSTALLATION IS THE SHOWN FRAME NOTCHES AT $Q FROM SASH END. RESPONSIBILITY OF THE ENGINEER EACH END. OR ARCHITECT OF RECORD. SHOWN $ 66 3)VISIBLE LIGHT WIDTH OR HEIGHT EXTERIOR INSTALLATION J-L INSTALLATION 67 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPENING)IS MEASURED FROM OPTION 4 1'IiODUCTIiHViSBO EQUAL-LEGIBOX r 1/4"MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH n'••�nMYbg Mlh 8r"aft FRAME SHOWN - _1L FRAME INTO METALOiJIJhy t!oJc o FRAME INTO METAL taapl-ce No I -p •O ROW"d$Y: Dab: R-W..: I''vrmtin Iht• .27'X1.25' - Ity. NO ANCHORS WEEPHOLE ' REQUIRED IN _ NIM J.product VISIBLE LIGHT FORMULAS emlr R•�••d .: FLANG 2.87"FROM EACH END. v EQUALELEG WIDTH @SASH:BUCK WIDTH-8-112" FRAME SILLS - MwApflon: Ororn FIXED BUCK WIDTH•4-v9' H T(6 FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL-LITE) AL-LRE) 1070 TECHNOLOGY DRIVE 7RM: Dntc VERTICAL SECTION B-B BUCK HEK?HTn-3-16/18" N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-450-1800 S.rlw/17ad•% SwN: SM..t A.LYNN ML Ry p:E. Omrhy Na. Mr. a�.153k a CERT. OF RUTH. /29296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 - ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR EDGE DISTANCE NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. ANCHORED THROUGH INTEGRAL F--- EMBEDMENT a FIN INTO 2X WOOD FRAME OR 1/4'MAX SHIM 1/4"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 18 SHEET, TYP.ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL EMBEDMENT AND EDGE c 18 LIGHT WIDTH FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2,SHEET 2. ---- - _ (SCREW SHOWN) 44 BALANCE o TYPE VARIES _ Q EMBEDMENT L1/4"MAX SHIM 42 WITH SASH 30 EDGE WEIGHT 54 1 TYP.ANCHOR TYPE, DISTANCE EMBEDMENT AND EDGE Q 31 DISTANCE PER SUBSTRATE, J— O nnn,�ll SEE TABLE 3,SHEET 2. EXTERIOR fin\ TYP.ANCHOR TYPE, 18 (NAIL SHOWN) ��o 87 L \ EMBEDMENT AND EDGE v INTEGRAL O _I FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE,2. TE, OPT.SASH TOP '1 LIGHT WIDTH FRAME SEE TABLE N SHEET 2. FIXED 19 2.0 J-CHANNEL 1 SHOWN (NAIL SHOWN) VISIBLE LIFT RAIL FRAME LIGHT I FOR ALL WINDOWS: NOTES: SHOWN HEIGHTBUCK WIDTH i 1 ANCHOR®3.55' 1)USE ONLY -1 49 FROM ENO AND AT HORIZONTAL SECTION C-C 21 CENTER. SUBSTRATE-APPROPRIATE i ANCHORS LISTED ON TABLES 2&3 22 FOR WINDOWS OVER 38"WIDE: OF SHEET 2.FOLLOW EMBEDMENT 114'MAX. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM � � MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLES 2&3 SHEET 2. SCREWS 018-318" INSTALLATION OPTION SHOWN MAY 14 46 48 47 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCKBOTTOM LOCKS: #10 OR#12 STEEL (� 1/4'MAX. HEIGHT 50 Q 0 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING I SHIM SCREWS Q 8-3/8' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 �- FROM END. SHEET 2.ALL WOOD BUCKS LESS 0 TABLES 2&3, D 30 THAN 1.1/2'THICK ARE TO BE SHEET 2. SASH CONSIDERED IX INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT LATCH(SHOWN) SUBSTRATE.WOOD BUCKS 18 OR BOTTOM DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1 X AND 2X BUCKS OPT. LOCK(SHEET 3). Q TESTED UNIT (WHEN USED)SHALL BE DESIGNED FININ (2)1' 81 30 83 TO PROPERLY TRANSFER LOADS FLANGE REMOVED INTERIOR 31 LOCATION:8-5/B" TO THE STRUCTURE.WOOD BUCK WEEP FROM SASH END. DESIGN AND INSTALLATION OF HE EN IS THE o IN-FIELD ��o NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. - NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION n� 7 SILLS IF ANCHORING THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 V OPTION B PRGnucr RfiVISBD do OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL u cumplYloy With dr Phvlml, 1/4'MAX BEADING TO BEADING. ANCHORED THROUGH Buildio0 C xk INTEGRAL FIN SHIM INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) A—pm.No -0 QpA FRAME SHOWN o R-l'.d By: Dots RoNsbn; F dmk Dae I GIJ .27"X 1.25"WEEPHOLE By. 38 WICOVER @ 2.87' T R�vb�d By: Date: RN,/ Miani oJe ProMnt Cai FROM EACH END. VISIBLE LIGHT FORMULAS TYP.ANCHOR TYPE, EDGE DISTANCE WIDTH EMBEDMENT AND EDGE �' Ji.- ®SASH:BUCK WIDTH-8-1/2" ® Do—ipti— Drawn By: DISTANCE PER SUBSTRATE, C( 6 i� �6 J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI SEE TABLE 3,SHEET 2. -1 EMBEDMENT ®FIXED LITE:BUCK WIDTH-4.3/8' (SCREW SHOWN) HEIGHT(EQUAL-LITE) - 1070 TECHNOLOGY DRIVE TIW: Dab: INSTALLATION OPTION 5 VERTICAL SECTION D-D BCK UHEIGHT/2-3.15118" N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION LM 105/15/15 ANCHO _RED THROUGH INTEGRAL FIN (841)-480-1800 - INTO 2X WOOD FRAME OR BUCK- SnMs/MH- Scall: Shwl: Oraw�nq No. Ror. STRIP.SEE NOTE 2,THIS SHEET. `�".L M5L70 d�e� CERT. OF AUTH. 02929e SH-5500 NTS 4 OF 13 MD-SH5500-01 A 7/8' M. 74e1- 5/16"A/A PVB —� 5/16"A/A PVB--- 5/16"A/A PVB I 5/16"A/A PVB 5116"H/H SO 7/16"AIR SPACE 7/16"AIR SPACE 318"AIR SPACE 3/8'AIR SPACE 7/16"AIR SPACE 118'A GLASS1/8"T GLASS--\ 3/16'A GLASS 3/18"T GLAS3 1/8"A GLASS c]EXTERIOR �J EXTERIOR G]EXTERIOR �EXTERIOR a EXTERIOR Tan 7679 76-79 76-79 76-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 71I'NOM. 7/8'NDM. --t 7/B" M. r 7/8"NDM r 7Ar NDM i_ 5/16"HUH SG 5/16"H/H SG- 5/16"H/H SG 7/16"A/A SG 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8'AIR SPACE 5/16"AIR SPACE 5/18`AIR SPACE 1/8"T GLASS--\ 3/18"A GLASS 3/16"T GLASS 1/8"A GLASS 1/8"T GLASS a EXTERIOR a EXTERIORa EXTERIOR <j EXTERIOR a EXTERIOR 6-79 B-79 fl•79 7afl an GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7/8' M. �•�— —►{ 7/B'NOM. 7/16"A/A SG I 7/16"A/ASG 1 f 1@"NOM.GLASS GLASS TYPES B THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 76-79 BITE TYP. 16 MAY NOT BE USED 3/16"A GLASS WITH J-CHANNEL OR 3/18"T GLASS 72 74 INTEGRAL FIN FRAMES G]EXTERIOR (tl EXTERIOR GLASS TYPES 5,7,9.11.13 31 8 15 MAY NOT BE USED IN EXTERIOR 7b THE HVHZ ABOVE W. PNODUCf RRV1SEU u conydying wilh 0.FW& GLASS TYPE 15 GLASS TYPE 16 ItuilJu�y Cads 38 30 Ac p= r," 11 03 Re 1.ed By: Dob: Ravi lon: irallon Dale `/��� 1j BY Mlan'Dada ProdiM Revleed By: Dab: RevMlon: • GLAZING NOTES: 'A":ANNEALED ANNEALED S Deacrlp0on: Drown TYP. GLAZING DETAIL H'=HEAT STRENGTHENED GLAZING DETAILS J ROSOWSKI -r"-TEMPERED 'PVB" .080•BUTACITE PVB BY KURARAY AMERICA,INC. 1070 TECHNOLOGY DRIVE TiW: ��ll Onb: :PVB KURARAY AMERICA.INC. - - N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. 941)-480'1800 SeAa/Yodel: Scall. � : / AAYNN ul'�R,P.E. CERT. OF RUTH. /29288 SH-5500 NTS 5 OF 13 MD SH5500-01 A ABL TABLE 4: E 5: TAB E 0: al.rryp. El...S..n D6d nPro•un,IbW/3 01 ZTVP•• Dolan Pm86ur0,lb6R12 6 O.+.nplw, .- -..'gm 0 .1-Ty . Dolan Prsewr{,WeR/° 6.{, MIM.Uwl P-. ®� It M 0.1 .k VAdh 1.1 a ♦F 60.0 112 �wd 5h W48 5L125 +05.01-70.0 Ib IM.L.wl 23.6 Equ.LW. 11.391 +66.0 1.70.0 .66A -700 R•1nL L.wl Rt For WUAnaw6.Nh.W.. 3W lWCokp. 14.617.11470 +65.0 1.70.0 .65A .700 112 F.sov1ndw.W...h.no 20 Eq..FW. 11.503-14.616 +w.0 .70.0 .05.0 -700 SEE TABLE 9,SHEET 8 FOR a prow 11.377-11.582 +s&o -700 416.0 -Tao SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Ul..l 23.117.2a2o +4&0 -ro.o "a -mo ANCHOR GROUP AND QUANTITY. SWW.N Cat" 20.960-23618 466.0 -700 463.0 -70.0 37.376 Egw1R. 17.617-20.267 .65.0 -70.0 .86.0 .700 _ SWAW Prwlw 14.817-17.616 .65.0 .70.0 .06.0 .70.0 sta 11.377-14.116 +86.0 .70.0 .03.0 -700 Tdw 21SM-31.911 46x.0 40.0 .05.0 -700 C..lomf• 21617-27 012 +650 •70.0 .86.0 -70.0 S16W.A Callao 23.617-28610 .06.0 •70.0 465.0 -700 HEADER w E4w1-K. 241617-2&516 .65.0 -70.0 465.0 •70.1, HEADER 811.tlW Pro4w 77.517-20.11/ +16.0 -70.0 411.0 -70.0 23 wl.msa• 11.117-17.610 .x.0 -70.0 .66.0 -Tao 23 6h.r1u1 11.377-14.516 .66.0 •70.0 .65.0 -70.0 e T.I.1 31.811-35.911 .06.0 •70.0 .55.0 •7a0 fl.W,d CMI.9. 20.517.31.512 465.0 •70.0 .860 -70.0 - Eq. lks 20.617.28616 466.0 •700 4650 -70.0 Q O MEETING RAIL 48 41.M.W P- 17.617.20.118 +610 -ro.o 116.0 410.0 MEETING RAIL O - Cwlam Sb. 14.617-17.610 .66.0 -70.0 +06.0 -7410 -'--' 26 C.1-611. 12.617-1/.614 .65.0 -70.0 +06.0 .70.0 27 0 - -- 1 E%TBtgR o �, sh 1 l 11.377.12610 +16.0 -700 116.0 -70.0 E Taw 33.205-37.634 +660 -70.0 486.0 •700 n f 0 31.n0.W Cu0.y 24.617-33207 +65.0 -700 446.0 -70.0 _ v O 23 M Eq..1b. 23.517-21811 .65.0 -70.0 165.0 -77.0 23 JAMB Cmbm si.. 20.617.2&616 +46.0 .70.0 .65.0 .70.0 JAMB 46.825 BI.Mud Rww 17.517.20516 +06.0 .70.0 415.0 .70.0 FXTERK)R SASH EZfLFAIOIi SASH a HEIGHT CwW6h. 1.617.Mill +0&0 -70.0 .66.0 -70.0 a HEIGHT Cwbm BB. 12.617-1461/ +66.0 -70.0 466.0 -700 37784..1 11.377-12116 466.0 -100 485.0 -70.0 Tdwl 36.117-41.614 +65.0 -70.0 463A -70.0 SI.W.W Cal.9• 31.617.38316 .080 -70.0 .0.0 -70.0 23 Eq..uw 21517-11.618 s5.0 -70.0 +0.0 -70.0 23 Sb Wu.P,.A- 2&117-26.519 .85.0 .70.1 1 193.0 -70.0 SILL o, Cwh,m s6:• 20617.23.515 1010 -ro.0 .46.0 70.0 SILL 17.617-21618 .65.0 -70.0 465.0 700 Cwlom sb. /4.617-17.616 +85.a -70.0 .45.0 26.1 Cu.lam81.. 1&017-i1sio 4880 .70.0 +65.0 173 S .t 11.861-13019 •680 .70.0 .63.0 26.5 TWwt 30.617-41.844 466.0 -70.0 +65.0 -70.0 Cu.hm Sn• 56.517-39519 +66.0 -70.0 465.0 .70.0 Eq,4.r 36.517-38616 .86.0 .70.0 405.0 .700 75 C 1..S4. 32.517.36.616 4180 -70.0 466.0 -700 SECTION DETAIL FOR WINDOWS WITH SI.W.WP,w.v, 29.517-32518 4es.o -. e6.o a6o SECTION DETAIL FOR WINDOWS WITH LEVEL Rt REINFORCEMENT&GLASS TYPES 5,6,7&8 c..w.s.. x.617-29.118 466.0 -ro.o 4e6.o m.6 LEVEL R2 REINFORCEMENT&GLASS TYPES 5.6.7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE ShWW 21516-20.618 +05.0 1-70.0 1 40.0 28.6 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Equ.L4x517-41.644 .05.0 -70.0 .es.o aoo APPLY TO ALL FRAME TYPES 6 CONFIGURATIONS) 64 o.lansl.. -3s-617-Male .E5.0 -roo .81.0 273 CONFIGURATIONS) o"2!.W PI.W- 33.816-36.611 .85.0 -70.0 405.0 26.5 PRODULT REVISED 91.76 Llrl 41,644 1+a. -70.0 1 405.0 20.5 tls complying Whh 1110 Florid. DuilduCode SEE TABLE 10,SHEET a FOR ANCHOR GROUP AND QUANTITY. q.wpt0ufa0c ,16-ID 14,% "MIN.SASH HEIGHT=WINDOW BUCK EIGHT-50.130 �� 1 f. R6v166d W. Dote: Revialm: G.,7.r 1io D816 fvli.nli d01'md110 C_ rr RoWsed By: Date: RsvHbn: NOTES: ® 0.--Iplfon: W. 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. � 6 /� DESIGN PRESSURE TABLE J ROSOWSKI ' 1070 TECHNOLOGY DRIVE 1106: Date: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN (1041)-480-1800 Sed06/M.Gk Soaw Shod: Dm%,hV No. Mv. ON THE TABLE. A LYN"'^'L .11. cERT. OF AU1H. /2a29& SH-5500 NTS 6 OF 13 MD-SH5500-01 A P.'EJ 5A W TABLE 7: TABLE B: -- alerTYM aglwn 3mh00011837 Pfee6un,IbeAt' .ler Tp• pglam loth047,16010 0.atryman Hplwn BrRll.lpli t]0N Dr Mllw,for 01'r Ire IUW4 D6612n Pressure lbsNO i.w L•.el 11.#180 O W3.bw R.rw w V*4-aucY V44h fl,4 1161.1.Lwel Rwo®W'.a1pr 4.00,Iw WIM9.IucR 101411 3 IWpM 6hvrm WM/0 44 0.1x6 64 ] "womeho 16 1 2 132 3/ 1 40 11 1 52126 54 27.6 E.WA. 11.704 .70A IiOA .70.0 1100 •10.0-110.0 •70.0 -1100 "a EWOla. 11.701 •70.0-110.0 .70s •110.0 •10.0-110.0 .7881-1110 •700-110.0 •70.0-110.0 .70.0 •/16.0 •70.0 -110.0 SI.nd.d Cod p• 14.677-16.670 .70.0 410.0 .70.0-110.0 •70.0•110.0 •70.0-110,0 sleadard c.xa4a 71.617-1823 •70.0, .110.0 40.18-110.0 •70.0-110.0 •70.0•1100 •70.0-110.0 •70.0-110.0 •70.0 -110.0 •70.0 410.0 25 Equ"o 11.667.11.616 .70.0 -110A .70.0•110.0 .70.0-110.0 .704 410.0 20 Eq"Vt. 11.18)-11.670 •70.6 1-110.0 •70.0 .110.0 •70.D-110.0 •70.0-1140 •70.0 •110.0 •700-110.0 •70.0 -110.0 •70.0 -110.0 SurMmd PwA•w 11.377-11.562 .70.0 .110.0 170.0 -110.0 40A -110.0 x70.0 -1100 M1 Pt•Aaw 11.377-11.502 •10.0-110.0 •70.0 -110.0 •70.0-170.0 •70.0 210.0 •70.0-110.0 •700-110.0 •10.0-116.0 •70.0 -110,0 sew 23.617 761= .70.0 .110.0 •70.0-710.0 .700-110.0 .700 4100 7a4r1 x3.677-26266 •70.6-11410 •70.0 -170.0 •70.0-110.0 *!LA 414.0 •70.0-110.1 470.0 -+10.0 .70.0 411.0 •70.0 -tiOA HEADER SWal.rdC .e. 70.x50.23.61/ 170.4 -116A 470.0-11ao 470.0-1100 •700 -110.0 5I-dC.N.g. 110,0611-23Af0 40.1 470.0 •70.0 -110.0 •70.0 AIDA •70.0-110.$ •71.0 .110.0 •70.0-110.0 .70.0 -710.0 •70.0 .11801 •� 77.176 E4.s1Yle 17.617.20.=7 4340 -1162 .70.0 1f&.p .70.0-110.0 •700 -100.0 37.378 EWd'u. 17.517-x0 MY •70.0-110.0 •70.0 -710.0 •70.0-110.0 •71.0-710.0 •70.0-710.0 .70-2-110.0 •70.0-110.0 •70.0 -1611 618 .d RW- 10617.17.510 .70.0 -110.0 •70.0110.0 .70.0-710.0 •70.0 -110.0 910,. PPI.. 14.617.17+516 N0,A-110.0 •70.0 -110.0 •70.0-110.0 •74.0-110.0 •700 -110.0 .70.0-110.0 1 110.0•114.0 •70.0 •110.0 SMMaI 11.377.14.616 4702 410.0 1.70.0-110.0 •70.0 •107.0 .70.0 -Joao sh...1 11.777.14.616 40.0-110.0 2M•70.18-110.0 •70.0-110.0 •70.0 410.0 •70.0-110.0 040,0-167.0 •70.0 -163,0 0 T.9rl 77.5=•x1211 .70.0 •110.0 .70.0 70.0 .70.0 430 .70.0 04.0 T..1 x7.183.31211 •70,1-110.0 -70.0,418.8 •70.0-110.0 •79.0 4100 •70.0-110.0 •70.0 49,0 40.0 43.0 •70.0 04.0 Cuwv Sue alkali.0.602 170.0 -110.0 .70.0-110.0 .70.0-110.0 110.0 410.0 Cuel.m au• I 2x617-27.642 40.0 -110.0 •70.0 1.110.0 •70.1 1-770.0-11 21311- •70.0-710.0 •70.0 110.0 •70.0-110.0 •70.0 .110.0 •70.0 -1110 SuO O MEtIIN(i kAIL rdanl Cgt•s. 35.316 .70.0-1102 •700-7100 40.0 0,0 .MI-1100 9lmwad Cgl•p• X.117-39.616 •700-110.0 •)0.0 -110.0 •70.0.116.0 471.0-710.0 •70.0 .110.0 •70.0-710.0 •70.0-110.0 •70.0 -110.1 _ M EW41u 20,617.29.616 •70.0 -710.0 470.0 410.0 .70.0-110.0 •70.0 4100 44 E4uY41• 30.617-23316 410.1 -110.0 •70.0 1-170.0 .70.01-1 •70.0•110.1 •70.0 •110.0 .70.0-710.0 •70.0 -711.0 •70.0 •110.0 27 0 - �7 eundwd Prouw 17.60 20.5% .70.0 1162 40.0-770.0 .70.0-110.0 •70,0-1180 alatdud Pral.w 17.617-x0216 40.0-110.0 •70.0-110.0 •70.0-110.0 •70.0-710.0 •70.0 -170.0 •70.0-710.0 •70.0-110.0 •70.0 .110.$ Cusum ew 14.51? M616 .70.0 -170.0 •70.0 -7140 .70.0 -7100 .70.0 -J 140 Cuuom 4110, 11.617-17.0 is 7-OT•710.0 •70.0 -110.0 40.0-110.0 •70.0 1-110.0 .70.0 .110.0 40.0-110.0 40.0-110.0 •70.0 410.0 ExTfEETP" ShM••1 11.37)•14.616 .70.0 •110.0 .70.0 -110.0 470.0 -107.0 700 -103,0 shr16u 1 11.371-14.610, •70.4 7i0.0 .70.0 .110.0 •700-110.0 40.1 1-110.0 •70.0-1100 40o-110.0 •70.0 -16 4 7.6 0.0 -")$1 0 TNW 31.183•35.011 •70.0-1100 •70.0 400 •70.0 43.0 •700 660.0 T.11r1 71.183-36011 •70.0-170.0 •70.0-110.0 •70.0.110.0 •70.0-110.0 •70.0 -110.0 .70.0 41.0 •70.0 43.0 .70.0 40.0 - Srudwo C..p. 31187.WAR .70.0 -110.0 .70.0•110.0 .70.0-1100 •70.0 -11&.0 Mmisad Coaa04 90617-]7342 •700 710.0 •70.0 -1102 •70.1-110.0 -70.01-11001-70.0 -17a0 •70.0-710.0 •70.0-111.0 •70.0 .110.0 JAMB 25 EW94u X617.70.616 .70.0 .110.0 •70.0-1100 .70.0-710.0 •700 -1+0.0 E4us4M• 18.317-26274 •70.0 -710.0 •70.0 -770.0 •70.0110.0 .709-114.9 040.0 -110.0 470.0-110.0 •718.0 -111.6 040.0 -110.1 N eur.wa Prw4mv 1).617-X.616 .70.0 .116.0 .70.0-1100 40.0-710.0 .70.0-1160 N $IaMwd Prwlew 17.{17•X210 •70.0-110.0 •70.0 -110.0 770.0-110.0 •702-710.0 •700 .110.0 •10.0-110.0 •70.0 110.0 40.0 -110.0 $ASH Cwwm Sr. 116/7-11.610 470.0 •116.0 .70.0-1180 .700•110.0 .7110 0,10.0 c.d..al'. 14.617-7721 •70.0-110.0 •70.0-110.0 •70.0-110.1 •71.0-110.1 •70.1 -170.0 •70.0-710.0 •70.0 418.0 •70.0 -110.0 C.7 HEIGHT Crwmsla. 12617.14.516 470-0 •110.2 170.0-1100 •70.0-+10.0 .MO -110.0 Cuwamal'. IZ617.14SIO .702-110.0 •70.0-110.0 40.0 910.0 40.0-110.0 40.0 -710.0 40.0-110.0 .70.0 •110.0 •70.0 -110.0 SECTION DETAIL FOR .E Staalul +7-377.12916 470.0 -710.0 •70.0 410.0 .70.0 4100 .700 -1%0 Sllwlrl 11.7A•1x.e16 040.0-110.0 •Xao-116.0 90.0.110.0 40.0-+10.0 -Maj-110,01 40.0-110.0 •ro.e 471.0 40.0 -110.1 Tdl•sl X.718-2.635 .702 4100 .70.0 04.0 40.0 -18.0 •70.0 NA )< T44rl 33.184-37235 .70.0•110.0 '"a-110.0 1.70.&-110.0 .76.0•na .0 4 o .70.0-110.0 .700.0 •70.0 43.9 •70.8 sol WINDOWS WITH Sl ImdC %. X311.30,357 .70-0 4160 .70.0-110.0 .760-Ita$ .70.0 Alai 910, dC.a.O. 2.617-33907 .70.0 -110.0 .70.0 1-1140,1 40.0-110.0 .79.0.118.6 470.1 -110.0 .70.0-110.0 •70.0 •111.0 •70,0 -110.1 LEVEL R3 REINFORCEMENT 26 A EgudWe 23.517 X516 4700 -370.0 .Mao•nae .Mao-tme .70.0, -nao y E4.dln. 73617-2.611 •70.4-370,.0 410.0 -371.0 40.0-111.0 .11.0•110.4 410.0 .110.0 4410-+10.0 •70.0 •118.0 •70.0 -110.1 &GLASS TYPES 9-18 16.425 Cwlam 0180 20.617 23.516 •700 •1100 .70.0-710.0 40.0-110,0 .ra0 .110.0 10.E Cml.m Su• 2.617-23216 40.0-110.0 .ro.0 -170.0 •700-110.0 •70.0-170.0 •70.0-7100 •70.0-110.0 •70.0 -111.0 40.0 1102 SILL f - -- sur.IwdP.Maw ew-M.a16 •70.& dlo.0 .M.o-1o.o •70.0 -iio.o .rap .110.4 mwud ProMw 17.61-20.510 •70.0-110.0 .718,0 -110.0 •70.0-110.0 •70.0•110.4 .10,0 -370.0 .70.0-110.0 •70.0 411.0 •70.0 -10.0 (REINFORCEMENTS SHOWN IN Cavum str• 14.617-1.616 •702•110.0 .70.0-1100 .Mao-nao •700.1100 Cud-suck 71.617-17211 40.0-nao •70.0 Alla •70.0-111.0 •70.4-110.0 40.0-110.0 •70.a-110.0 •Map-379.0 •70.0 -110.0 FIGURES ABOVE APPLY TO Cufom Bu. 12.617-14.916 .70.0-110.0 .70.0-10.0 .70.0-IfaO .70.0 .nao cW_sft. 1.617-1421 •70.0-1100 .M.O 410.0 .70.0-110.0 •71.0-110.0 •M.0 -710.0 •70.0-111.1 •70.0 -110.0 40.0 -110.$ FLANGE R BOXIEQUAL-LEG �1 shwl-m Man-1261e 4702 .116.0 •70.0-1108 40.0-nao .M.O -1140 Sd w 1/.7/7-12.61 •70.0-110.0 .M.O -170.0 •740-116.0 •71.0-110.0 •Mao-11&D •70.0-110.0 •70.0-118.0 40.0 -111.0 FRAME TYPES ONLY.ALL T." 38417-41.644 470-0 4104 .70.0-Ilan 90.0-110.1 .ra0 -110.0 Ta1r1 35.87-41.144 •700 -710.0 .70.0-110.0 .710-110.0 •79.0,-140.0 •700 -nao .ra0-110.0 •70.8-110.0 40.0 -166.7 CONFIGURATIONS APPLICABLE.) 6Welmd Co6ep. 31.677-70.310 .70A -110.0 .70.0-110.0 .70,0-110.0 .XG •1110 al.w.d Caaa4. 31.617-X21 •70.0-110.0 •70.0-110.0 •70.0-110.0 •700-110.0 •700 -110.0 40.0-110.0 •70.0-1X5 40.0 -707.0 Eq". 25417-31.616 •702 •1100 1100-I Ina •70.0-110.0 4X0-110.0 Epu410. 2.617.31619 40.0-110.0 •70.0 -119.0 •7370-110.0 .70.0 Allo •70a-110.0 •ro.0-110.0 •ra0-107.9 40.0 1621 SIs.Oud PwA.u• 29.617 X.616 •70.0 4100 .70.0 -1100 .70.0-110.0 .M.O•110.0 W1 &odPrauw 21.617.20111 400-710.0 •70.0 -710.0 .70.0-110.0 40.0-110.0 •70.0-710.0 •70.0-1102 •70.0 .110.0 •70.0 -1=.2 62 Q61.rrl St. X617-2!.516 •702-116.0 .)0.0 .110.0 •700-110.0 .700 -1-4Q 62 Cua.m 018• 35.427.73.51s -no-770.0 •70.0-1110 •70.0-110.0 •710 -110.0 .70.0 -110.0 •70.0-118.0 .70.0-104.0 •70.0 -107./ CrlwnlW. 17.617.10.616 .702 -110.0 •ro.0-110.0 .70.0-110.0 .70.18 .116.0 Cual.m 0184 37.0,11-X21 •70.6-110.0 •70.0 -1100 •79.0-1140 •74.0-114.0 .70.0-110.18 •70.0-110.0 .ro.p-710.0 •70.0 -100.6 Cwlom Ela. 71.617-17.616 •70.0-ip.0 •70.0-1100 47'10-710.0 .ra0 -110.0 aw..$aa 14217.17216 •M.0 -110.0 40.0-119A •709•110.0 .74.0-118.4 .700-71872 •70.0-1002 •Mao-1=.6 •70.0 -Alt Lrlom 618• 1.017.11616 .Mao 00 -110.0 •Mao•110.0 .10.0-nao .700-116.0 Cumem 0,w 1017-1421 .700-110.0 040.0 -010.0 •70.0-10{.2 .37.4•1=.7 •70.0 4/.l •70.0 44.1 •70.0 40,. 40.0 41.1 GLASS TYPES9THRQUGH s0.d.a1 11.=4-19.010 .70.0 -110.0 .MO.110,0 .70.0-11110 .ra0 4160 9hM.a1 17.181-taco •ra0-178.0 •70.0 -710.0 4X6•10x.1 •70.0 470 .Mao 413 .70.0 04.1 .ro.D 40.0 q0.0 04.0 '16 MAV NOT BE USED WITH T.M. 16.0,37-37.014 .10.0 -370.0 .Mao•1140 .Mao-nao .Mao -110.0 370,#1 72.617-41.644 •11.&-370.0 •70.0-370.0 40.0-370.0 •70.0 410.0 40.0 -110.0 40.0-fl0.0 410.0 -7016 0040 N.o J-CHANNEL OR INTEGRAL Cuslarw 10,0,0 x9237-35610 .Mao 410.0 .70.0-110.0 .70,0-1140 .ra0-110.1 Culom 90,• 10617-X211 .702-110.0 d-70. -118.0 •70,2-110.0 40.0-110.0 •10.0 -nao .700-110.0 •Mao -71117 •M.0, 04.3 FIN FRAMES Ew". X217-X.610 .700 -110.0 •70.0-ticks .70.0-110.0 .ra0•110.0 EW641a 36x17-31-076 •70.0-110.0 -110.0 40.0-110.0 •70.0-1Is$ .--710.0 -70 -110.0 •70.0 -1002 40.0 04,0 75 Cusbm 918• 32617-X.016 .70.0-110.0 .00•1140 •XO 41a0 •MO .1100 76 Cud"$" 32617'-33.518 40.0 .110.0 Ma -/102 •M.0-110.0 •71.0-1144 •70.0-110.0 .ra0-110.0 •ro.0 410.7 •70.0 N.x 6larelwd P-A.w X.517 32414 .70.0 -730.0 •70.0-1740 .ra0-110,0 •70.0 �7f0.0 18..10 Pr Wm X.677-3.$16 •70.0-110.0 -110.0 4701-110.0 .7040-110.0 •70.0•110.0 .70,0-too./ •70.0 101.6 •70.0 04.1 cu aue 26317.21.316 •70.0 410.0 .70.0 -110.0 •70.0-710.0 •70.0 110.0 Cu6om Sue X.617-2.616 •70.0-110.0 -110.0 •ro.o-1072 •79.0-101.1 •70.0 042 .70.0 401 •70.0 90.1 40.0 04.1' Sh.Mu 26.0,10.35616 .Mao-110.0 .70.0 -110.0 •70.0.110.0 •70.0 4102 8370,111 2.{16-2121 40.0 .110.0 -110.0 400-104./ .70.o 04.1 •70.0 467 .70.0 424 40.0 4x1 •70.0 04.1E 418 X517.41.04 470.0-110.0 •700•170.0 .70,0 410.0 .70.0-110.0 410,1 E4uda. ]9.617-41./41 •70.0 110.0 116.0 .700 •700-7100 •700 -1 •70.0404 Cusum su. X377.35.610 4700 -110.0 4340-110.0 .700-1100 •70.0 -1110 91 C.9. 31ze 35.517-30316 .00.0 -170.0 •70.0-102 321 •700 04.4 •70.0 10.4 40.0 04.1 •700 1126lerelYdProMw X119-X.610 .700 -1100 .Mo-Hao .70.0-110.0 .ra0-710.0 8landab Prodm. 71116]6ID0 •70.0-110.0 -its. •70.0-wt.e .76.0 O.0 •70.0 47.9 •70.0 04.7 •70.0 40$ .70.0 04.0 PRODUCT REVISED $1.76 T•6•q -17.63 .AA -110.0 •MO-110.0 .700•1100 .ra.p 1160 01.35 Taxes! •• .1/.604 •700-110.0 •ro.0-116.0 •70.0-142.0 •700 0..0 •70.0 41.3 •70.0 041 40.0 04.0 •70.0 4611cpmplyin2 wY11 nag Florid. TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. IinilJiny Cork MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-60.136 ••MIN.SASH HEIGHT=WINDOW BUCK HEIGHTAuildi.0c0 d.No 16'0 ) 0j 1'. I Redesd By- Data: �P7 ,)018 1Dole 7 y. Re i6W*y Dab: R46161an: 3737181 )wl.P2od11&t NOTES: r. -- / ® : Growl By: 1)USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME. L<- 6i 1 I I DESIGN PRESSURE TABLE J ROSOWSKI 070 TECHNOLOGY DRIVE 111h: N. DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FKTURE. 1 N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/�:15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN - (941)-480-1800 ON THE TABLE. SrMe/Yddek SedK Dn6eliq Mf, Rev: A LYNNN MILLER,R.E:�' p!p6661E7d1 CERT. 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" tT.p000fl0oflflflOflflflflfl©Oflflflflfl©Oflflflflfl©flflfl©flflfl00aflflflflflOflfl00fl° 3.500' 3.500" 3-500' -- 3.60L�0' �� .OBY -►I�- .oar �I•�- A82• .OB2' 1.483". yI 1.4183" 1.489" 1.4183• .070' - '1� J1.18�4' L17 � ooIe 1 .716" .810' .070` �� J-CHANNEL FRAME '�6� FLANGE FRAME FIN FRAME EWAL LEO FRAMEJJy„11 1.186JJ --�1-�- .160" HEAD/JAMB r HEADIJAMB 1.376' O HEADA1AMg HEAD/JAMB LIGHT SASHI'�� HD SASH i j 23 REINFORCEMENT @REINFORCEMENT ---- 3.483" 3.483' --+•{ 3.483' 3.483' +{ 1.070' �(T tier [-- .070' --��- .Oar ���►- .OBr -��- .06r O O --4H- .082' .791* 1.038' 1.04r 2.4M• '1 -1- •130" STANDAR 2.444' 2.444' A2.444" 1.331• �f- 1.340"FIDMEETING L I�-- @ MEETING RAIL 27 REINFOR EMENT RE I+ ORCEMENT 1 0 �1 .625' 0 1.376" O FRAMHL O FRAME SILL 1 375 O7 SIFLANGE LMSME L EQUALLEG F O FRAME SILL 1 I - 1.872"r -� 1.641' �{T -- I I 1.21s �J 1.830• .974• I 1.37s 1 I"� 2.100' --�{ 2.178• 1.47r 1b66• � .065• .066' 1.375• o O 1 .035" - �.366' .680" 0.50' .471• 5w .34T -�-� VELED BEVELED 1.231' I"- 1.000• 1- - .oeo' .070' .070" .050' FIXED SASH STOP LIFT RAIL LIFT RAIL 14 MEETING RAIL 18 SASH RAIL 17 COVER R 18 SCREW COVER 78 INTERLOCK O INTERLOCK COVER 21 INT R OCK O INTERLOCK COVER :'RODUCT REVISED :a cnnPIYI-a wish it,Fimid. iA;ildiu8 Cud, Accgrinncc FA LiAyir�Iiwr Oxle .318' - R vJ..d W. Oats: Rwbbn: R Y fjfJ� '�" r�- .176" �� .� � Miam7 )nAc Product Corr,I/pF.�� (I--+y' .754" .750' R�vhwd By: Dote: �J .035• - -� .025• --�-�-� 0-1ptbn: Drown BY: /72 LAMBEADING SCREEN FRAME SCREEN FRAME IID 81 EXTRUDED ROLLED 6 I416 WINDOW EXTRUSIONS J ROSOWSKI J O O 1070 TECHNOI.OQY DRIVE 17th; pot.: N. VENICE, FL 34275 (941)-480-1800 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 A!LYNN,MILLER,P.E. SmM: 57wM: Droriq No. Mv: P.E.M 56706 CERT. OF RUTH. /29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 A 3 r TABLE 12: TABLE 12,CONT.: SILICONE )WT-MELT BUTYL BIII of Material BIII of Malarial,cont. STRUCTURAL SILICONE M620107 Description Material # Part# Description Material STRUCTURAL 3116"NOM. POLYISOBUTYLEN 1N"NOM. FOAM ng a ung rams ee 8 mba- sone P Auto LocMechanism C Steel WITH DESICCANT WITH ingle Hung Frame Head&Jambs-Flange PVC 48 720198&9 Sweep Lock Cast Zinc DESICCANT Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Carr Assembly Cast Zinc EXT.GLASS EXT.GLASS Single Hung Frame Head&Jambe-Equal Leg/Box PVC 48 7BX1180PTX #6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS SWDH Frame SIII-J-Channel PVC 49 720200 Auto and Swsep Look Keeper Cast Zinc SWDH Frame SIII-Flange PVC 50 76)34PPA #6 x 3/4'PH.PH SDS Keeper Screw) SS SWDH Frame SIII-Fin PVC 51 420181 UR Beveled Till Latch Comer Key PVC INT.GLASS INT.GLASS 8 620108 jSH1DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 14 820131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rab(Sides,Top&Bottom) PVC 54 420163 Tilt Latch PVC 7s 4SG TPS 77 SPACER NXT 1 17 620134 Balance Cover PVC 55 420184 Till Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 01h Ti 58 Pull Rail Interlock 6005 T5 At 57 420186 Plastic Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Coker PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zino REINFORCEMENT p0LYIS0- DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 Al 59 420180 Pivot Bar Comer Key PVC N1B"NOM BUTY EALV"T.GLASS 6116"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS BUTYL& LICONE SEAL 23 620150 light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 At 64 720184 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL 26 620153 Standard Meeting Rail Reinforcement 6005 T5 At 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 820154 HD Meeting Rall Reinforcement 6005 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270'Fin Pile 67 78588 #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 60300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lami I.O.Beed PVC 32 61719 Weatherstrip,.187"x.220'PolyPlle 74 Backbedd rig,GE 7700 or Dow 791 Silicone INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Setting Block(7/8"x 1"x 118"),85+1-5 duro. EPDM 35 78XIMTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7e DURASEAL� 79 XL EDGE 7"' 36 7WTHPX #e x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 1 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Reil Screw Support Plate 6063 T6 At 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 weep Hole Cover PVC 1 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720)X100( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X 2 PVC 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 86 7CASPM Tension Spring SS 42 Spiral Balanoe 86 618113048 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 81636/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 1 78X114FPAX 1#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material 76 Kommeding 4SG TPS Spacer System DRODUCT REVISED 77 Quanex Super SpacernXrwith Hot Melt Butyl See this 11 c1dins i.d. n.,lhridw Sheet for n p"wNoIG,07r4-.o3 78 Quanex Duraseal Spacer Materials L'nqmliun D%wzWzW?D20 79 Cardinal AEdge Spacer "" R.v1..d Sy: Dam: R.vlslam REFERENCETES RTS:FTL-6717,89 &8970 J R 05/05/16 A)ADDED SPACERS By-- Mi—i 3.de Product R.vl..d By: Det.: R.14Non: ��- a tH.criptbn: Drawn By: BILL OF MATERIAL(BOM) J ROSOWSKI °.,.' 1070 TECHNOLOGY DRIVE Tot.: D.W. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: . (941)-480-1800 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. v . H- h1 : DM'D No. R.r 2)ITEMS s 9-13,15,24,2e,29,34,39,61,62,e8-71 6 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A LYNN Y,I.ER.P.E. CERT. OF AUTH. #29298 SH-5500 NTS 12 OF 13 MD-SH5500-01 A P. .058705 i I 1• OPT.SWEEP LOCK O 48 qgOPT.AUTO LOCK 47 is 20 @OR 58 48 Sb @OR 52 46 OPT.PULL RAIL 82 ORO 19 INTERLOCK& COVER (5j60-/; 87 o 86 35 �11� OPT. BEVELED MITERED FRAME WITH 16 21 INTERLOCK INTERIOR AND EXTERIOR &COVER FRAME WELDS 18 54 702 X4 18 53 80 OR 50 14 -------------------- SCREEN 1oera OPT.PULL HANDLE ASSEMBLY 49 WITH LATCH 54 DETAILS 0 /__8 82 65 FORCE OR 83 �)CONSTANT 41 BALANCE ---------40---- OR OPT.PULL 43 42 43 SPIRAL BALANCE HANDLE 63 16 07 D)R, SCREEN ASSEMBLY L� SE B Y DETAILS (.OR MITERED FRAME WITH SASH —INTERIOR AND EXTERIOR ASH 37 S� �y FRAME WELDS ASSEMBLY DETAILS 38 EXTERIOR 38 --------------- 59 vitooticr wivisa, A�Aciles To 1"—'r4ina with ft 53 4WkU.SC.& 5 ----------- _RALANCE iiA / —p m,116-O 14-03 ------------- ----------- fi".pinu Dat ME Rov(sed ffy D.U. RovWon: mm').de I j, ASSEMBLY I FRA By DETAILS R.W-d By. Do&, R"Ww: Dmoodpfla. I)mwn By. EXTERIORLf 116 EXPLODED ASSEMBLY J ROSOWSKI NOTES: c7l, 1070 TECHNOLOGY DRIVE 17U*: I Df.: 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. N. VENICE, FIL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS#I&S.OTHER FRAME TYPES APPLY. (941)-480-1600 Sorloalwad.). & "hS "": D".1" N.- R- 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 68 7. A.'UYNN,MILLER,P.E. SH-5500 INdTS j13 OF 13 jM6-SHrfrj()()-ol A 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P.El 58706 CERT. OF AUTH. #20296