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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 3 csr �x ..ay J.a - e:e'• : e e:xr a (' SCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats&Facts S Publications FBC Staff SCIS Site Map Links Search .Product Approval E r Lr-r? USER:Public User ��??_Iw I � z Product Anomval Menu>Product or Auolication Search>Application List>Application Detail OCT , 6 �w d z� e w�", FL# - FL242-R20 PElAlTtlyG �REM�. a.��..a..�,c..a�f'.:�"� Application Type Cade Version 2014 �L f LCie cup. tV, Fj_ Application Status roved _ *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer (::�.y Address/Phone/Email rive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens 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 (D,ng Subcategory Compliance Method . Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 03/15/2016 Date Validated 03/22/2016 Date Pending FBC Approval Date Approved 03/22/2016 Date Revised 09/07/2016 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3D... 10/12/2016 i .r.: �.: .. _ �J ,,.. ,.;�::. � ,t� +, !f �'''� i........"a."%� Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description '242.1 1HR-210(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate j Approved for use In HVHZ:Yes FL242 R20 C CAC 15-0609.05.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/05/2017 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R20 II 15-0609.05.0df for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: j 242.2 JHR-510(Impact) WinGuard Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL242 R20 C CAC 15-0612.14.odf 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 Acceptance(NOA) FL242 R20 II 15-0612.14.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER f type,size,and spacing information. Created by Independent Third Party: f Evaluation Reports Created by Independent Third Party: i 242.3 IHR-610(Non-Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate i Approved for use In HVHZ:Yes FL242 R20 C CAC 15-0519.10.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/27/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R20 IT 15-0519.10.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.4 JHR-710(Impact) WlnGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 15-0519.09.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 1 Impact Resistant:Yes 12/21/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R20 II 15-0519.09.1)df for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: j Evaluation Reports Created by Independent Third Party: i 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 R20 C CAC 14-0320.04 LM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance INCA) FL242 R20 II 14-0320.04 LM.odf i for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER I type,size,and spacing information. Created by Independent Third Party: Evaluation Reports ' Created by Independent Third Party: 242.6 JHR-810(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL242 R20 C CAC 15-0609.04 SM2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R20 ii 15-0609.04Sb12.Pdf j for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER ' type,size,and spacing information. Created by Independent Third Party: ! Evaluation Reports Created by Independent Third Party: 242.7 HR-2710M(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes L2.4. R?0 C CAC 15_Q528_23 or 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 Acceptance INCA) FL242 R20 II 15-0528.23 M,pdf for product performance Information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.8 HR-2710MI(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL242 R20 C CAC 13-1125.03 MI.Mf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 Design Pressure:N/A Installation Instructions I Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R20 IS 13-1125.03 MI.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Pa j 242.9 HR-5410(Non-Impact) ny Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVH FL242 R20 C CAC 15-0903.11.odf Approved for use outside HVHZ:Yes Ifty Assurance Contract Expir Date Impact Resistant:No 09/2 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3 D... 10/12/2016 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R20 I? 15-0903.11.ndf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.10 HR-5510(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL242 R20 C CAC 15-0903.10.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R20 Ii 15-0903.10.odf I for product performance Information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 242.11 SGO-2500 Window(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 (270 C CAC 15-0609.0=VDW,pdf 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 Acceptance(NOA) FL242 R20 I? SS_GfOQ 09 W.j)V psif for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.12 SGD-770 Window(Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 15-101.3.1.6.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/12/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FI-242 R2.0 I? 15-1013.16.ndf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER , type,size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: j Contact Us::2601 Blalr Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.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 click here. Product Approval Accepts: NO sCFp.. Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3D... 10/12/2016 MIAMI- MIAMI-DARE COUNTY a 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 =Window— colorida Building Code,including the Velocity Hurricane Zone. DESCRIPTIO : Series LOHR-5410"PVC HorizontalAPPROVAL DO , sheets 1 through 15 of 15,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 numbe ra i date by the Miami-Dade County Product Control Section. MISSILE IMPACT RA G.None 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#15-0903.11 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 o. - MIAMI•DAOECOUNTY Expiration Date: September 24,2020 Tprava�l Date:-.. Page I i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0903.11) 2. Drawing No. MD-HR5410-01 titled "Horizontal Roller -NI", sheets 1 through 15 of 15, 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®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air per 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.15-0903.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 08/28/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No.15-0903.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel PwaiP.E. Product Controlxa iner NOA No-1 714.18 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. 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. 2. 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. 3. 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-51'Edition(2014), dated August 28,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.11) 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.15-0903.11) 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.15-0903.11) 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. 15-0903.11,issued to PGT Industries, Inc. for their Series "HR-5410"PVC Horizontal Rolling Window-N.I., approved on 09/24/15 and expiring on 09/24/20. i i i i Manuel ere Product Control Ex mi.er NOA No. 16-0 14.18 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-2 s I DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT NOT RATED FOR 2-5 ANCHORS,SEE 1 1/4" LEVEL,SEE SHEETS 6-8 IMPACT RESISTANCE CLUSTER DETAILS SHEET 5 12-3/4°MAX.O.C. MAX SEE SHEETS D,SEE - 8"MAX. (� �'_--'_----_I (,_-_�B,SEE g'13 r'-'�SHEET4 2 SANCHORS,SEE 15.85" � 18.94"MAX.O.C. SHEET- CLUSTER TER DETAILS SHEET5� B.SEE SHEET 8 MAX. - ................. '---' � MAX A.SEE r_.- C,S -'0*MAX. _. --------------------.. SHEET- r I SHE 4t I E,SEE __._.-._._.-.r:_- ----___.-_._._._._._.—._ __ ++ C SHEET3� 1 19" E 72" i 72" EQUALLY I MAX.O.C. MAX. EQUALLY 63" SPACED SPACED / / i HEIGHT T / BUCK A CHORSPER / EIGHT ANCHORS PER BUCK I �. HEIGHT � � I TABLES 13-19 / / / EE T I BLES 13-19 SHE TS JJJ lssr' 13 X O X X O 1 18"MAX. B*MAX. -- SEE SILL SEE SILL -- WEEPHOLE� --- WEEPHOLE _-- S ESILLT L_�.B DETAILS, 4°O.C. 3°MAX. � SHEET4 DETAILS, 4"O.C. I 3°MAX. WE HOLE 4"O.C.BETWEEN 3"MAX. SHEET3 BETWEEN BETWEEN L_ D D TAILS, WEEPHOLES WEEPHOLES EEPHOLES HEET 3 75'MAX.BUCK WIDTH 75°MAX.BUCK WIDTH 140'MAX.BUCK WIDTH ELEVATION FOR TYP.EQUAL LEG FRAME EL NATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION AN RED THROUGH THE NAIL-FIN STANDARDS USED: GENERAL NOTES:SERIES 5410 NON-IMPACT RESISTANT HORIZONTAL ROLLER •AST FLORIDA BUILDING CODE(FBC),5TH EDITION •ASTM E1300-09 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. -ALUMINUM DESIGN MANUAL,ADM-2010 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 •AISI-S100-07/S2-2010 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHORTYPE. 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112°THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GENERAL NOTES.........................1 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS.................................1 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)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS.............................2 7)DESIGN PRESSURES: INSTALLATION,FLANGE& A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. EQUAL LEG/BOX.................3 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3Y STRESS INCREASE HAS NOT BEEN USED IN &J-CHANNEL...................... 4 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS GLAZING DETAILS........................5 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DESIGN PRESSURES...................6-8 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES.................9-13 10)REFERENCES:TEST REPORTS FTL-8072;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEJUGHTER SHADES OF CAP EXTRUSION PROFILES&BOM...,14 COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSVAF&PA NDS&ALUMINUM DESIGN MANUAL ASSEMBLY.....................................15 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. P TREVISSD us comrAyplyiq¢wjlh the Florida USER INSTRUCTIONS: DuildinoCode ��-p {4• $ZQ ` , I!I lcttptao:a No 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINOLOAD STANDARD ASCE 7. Revised lb- Date: Revts7on: 6 -1 Dste 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE 1)AND 1.11'. .i;!.; A)ADDED SPACERS REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING JR 05/05/16 Bx TABLES 6-12(SHEETS 6-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING TO SHEET 5. cfyi e Ptaddet CotlYt�a:J� OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. Revised By: Dale: Revlsfan: v 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION _ CONDITIONS. _ 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 13-19(SHEETS 9-13),VERIFY THE ANCHOR/SUBSTRATE WILL MEET J ?� -F D_dpfion. Dram 8y REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS �6 GENERAL NOTES&ELEVATION J ROSOWSKI SHEET-SET ARE MET. 5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FI WJ•CHANNEL INSTALLATION. 1070 TECHNOLOGY DRIVE Ti Be: Dale: USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. _ N. VENICE, FL 34275 HORIZONTAL ROLLER-NI 05/15/15 P.O. BOX 1529 NOKOMIS'FL 34274 Series/Model: Srnk: Sheet: NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, I INTEGRAL FIN OR EQUAL LEG/BOX),SEE FIGURE B ON SHEET 2. A.IL1t MILLER,P.E. CERT. OF AM. X29296 HR-5410 NTS 1 OF 15 Dmw7nM D-HR5410-01gNo. Ret':A P.E.#58705 TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass on a Frame Glass Installation Type ___._ ._ _... Types Options Substrate Option Detail Sheet GLASS TYPES 1 8 3 MAY` (see Fig B) (seta Table 1) Conditions _ fetor Cap+7@"AU Space+-718"A - _ •.NOT BE USE°IN THE • r pate+ - ^" HVHZ ABOVE 30'. Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 Exterl - pate+3/16 - ----- --- - J-Channel 1-4 integral fin...... ....into Metal-sheet 4,option 8 4 3/4°I.O.:3/16"T Exterior Cap+3/8"Air Spate+3116"T Exterior Cap Through the frame ..••into 2X Wood Frame/Buckstrip-sheet 4,option 6 SEE SHEET 6,TABLE 5 FOR GLAZING/DESIGN PRESSURE/ANCHORAGE INDEX. - v 2 of the window...... -„,Into Motel-sheet 4,option 7 ....into 2X Wood Frame/Buckstdp-sheet 3,option 1 Flange 1-4 Through the frame....into Conorete/CMU-sheet 3,option 2 i (#2) of the window...... •,,,through 1X Buckstdp into Concrete/CMU-sheet 3,option 3 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME - ....into Metal-sheet 3,option 4 Through the ....into 2X Wood Fmme/Buckstdp-sheet 4,option 5 Group Anchor MIN.OF 3 THREADS Boz!Substrate Min.Edge Min. Integral Fin 1 4 integral tin...... ....into Metal-sheet 4,option 8 Distance Embedment* (#3) Through the frame ....into 2X Wood Frame/Buckstrip-sheet 4,option 6 #10 SMS P.T.Southern Pine(SG=0.55) 116” 1318• of the window...... ....Into Metal-sheet 4,option 7 (steel,18-8 S.S. Steel,A36- 318" 0.050' ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 ' or 410 S.S.) Steel Stud,A653 Gr.33• 3/8" 0.0451'(18 Ga.) BEYOND THE METAL Equal-Leg 1-4 Through the frame ....into Concrote/CMU-sheet 3,option 2 A Aluminum,6063-T5' 318" 0.050• SUBSTRATE.FOR 4) of the window...... ,,,•through 1X BucksMp into Concrete/CMU-sheet 3,option 3 P.T.Southern Pine(SG=0.55) 7/16° 1318• STEEL STUDS,MIN.Fu=45 KSI ....into Motel-sheet 3,option 8 3/16"steel Ultracon Concrete(min.2.85 ksl) 1" 1318" MIN.Fy=33 KSI. Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" P.T.Southem Pine(SG=0.55) 9/16" 1318° UNGROUTED CMU" #12 SMS -0.0wVALUES MAYBE Steel,A36• 318" 8 (Steel,18-8 S.S. USED FOR GROUTED FIGURE B:FRAME TYPES or 410 S.S.) Steel Stud,A653 Gr.33• 3/8" 0.0451"(1B Ga.) CMU APPLICATIONS. Aluminum,6063-T5' 3/8" 0.063" 114'steel Ultracon Concrete Concrete(min.2.85 ksi) 1" 1314• 2 p C Ungrouted CMU,(ASTM C-90) 2-1/2° 1-1/4' Up 3/4" 1/4"steel Cretetlex Concrete(min.3.35 ksi) 1" 13/4• INSTALLATION NOTES,SEE SHEETS 3 8 4 FOR ILLUSTRATIONS: I0 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 1 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON LJ� BOX OR 1/4'steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-3I8" TABLES 2 8 3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE FLANGE EQUAL- DISTANCE LIMBS.ANY INSTALLATION OPTION SHOWN MAYBE ('� LEG 1/4"steel Creteflex Concrete(min.3.35 ksi) 2-1/2' 1-3/4' USED ON ANY SIDE OF THE WINDOW. Ungrouted CMU,(ASTM G90) 2-1/2" 1-1/4" Ju D 1/4"steel Creteflex P.T.Southern Pine(SG=0.55) 1" 1-318" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1/4"Steel Aggro Galles Concrete(min.3.275 ksi) 1-112° 1-3I8' 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO 7— 1 BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE 114"Steel Aggregator P.T.Southern Pine SG=0.55 1" 1-3/8 OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD (� Grouted CMU,(ASTM C-90) 2" 2" BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY �U❑ jo,TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INTEG INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR J-CHANNEL ARCHITECT OF RECORD. FIN 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN o�� PRODUCT REVISED 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. .s compiyiog with the Fiorito Group Anchor Substrate Min.Edge Mtn. Building Code Distance Embedment* E 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=0.55) 318' 2-7/18° R^ Dam Rev Na: rnt n Dau r Jp :til AM 2-1/2'Ring-shank Roofing Nall P.T.Southern Pine(SG=0.55) 318" 2-7/16• h4i=i rod drf is. P.T.Southam Pine(SG=0.55) 112" 1-318° ReNeed By: Dale: Rwlrlon: #10 Trsshead SMS Aluminum,6063.75' 3/8' 0.050° (steel,18.8 S.S. Steel Stud,Gr.33' 316" 0.0451•(18 Ga.) N^: ,. ® Description: Drop W. or 410 S.S.) •MIN.OF /,�( F Steel,A36 3!8" °•050" THREADS BEYOND - IK �� �`: GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pine(SG=0.55) 9118' 1-318" ."! °'' #12SMS THE METAL - 1070 TECHNOLOGY IMNE lmle: Date: Aluminum,6063-T5' 318' 0.083° SUBSTRATE.FOR N.VENICE. FL 34275 HORIZONTAL ROLLER-NI 05/15/15 (steel,18A S.S. Steel Stud,Gr.33' 318• 0.050" STEEL STUDS, P.O. BOX 7529 _ or 410 S.S.) MIN.Fu=45 KSI B : NOKOMIS:FL 34274 Senf"IMadeh. Srnfei' sheep Droning No. Ren Steel,A36* 318" 0.050' MIN.Fy=33 KSI. A.'LYNMMILLER;P.E. CERT. OFAUTH. #29296 4,�-HR-5410 NTS 2OF15 MD-HR5410-01 A P.E.#58705 - INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION 201 OR 202 OR 203 ANCHORED THROUGH FRAME AND IX SUCKSTRIP INTO CONCRETFJCMU. INSTALLATION EMBEDMENT AND EDGE OPTION 4 jEE INTTALL�TION N07ES SHEET 2, OPTION 1 D ) SEE NOTE 2,SHEET 2. /DISTANCE PER SUBSTRATE (SEE SHEETS 6- 8 SEE TABLE ANCHORED TYPICAL FOR ALL = ANCHORED THROUGH EDGE DISTANCE 2,SHEET 2. FRAME INTO METAL VOX'SASH EMBEDMENT FRAME INTO 2X WOOD "XO"Of 4"MAXSHIM FRAME OR SUCKSTRIP. 16 29 SEE NOTE 2,SHEET 2. 114'MAX.SHIM 300 -(R T 3 (19 66 >=(j28 FLANGE EMBEDMENT 9lUWK*lZ5 L 10 20 0 OPERABLE 43 SASH EDGE FRAME 7..E DISTANCE SMS(GS) E 37-3q SHOWN TABLE 2.SHEET2. i 2 28 2 —Ei/4"MAXSHIM FIXED 41 TYP.ANCHOR TYPE, 13 VISIBLE \--EDGE DISTANCE PER LIGHT WIDTH SUBSTRATE,SEE 7 TABLE 2,SHEET 2. DADE APPROVED MULLION, 87 29 VISIBLE 42 ALUMINUMISTEEL FRAMING LIGHTWII EXTERIOR OR STEEL STUD.MAY BE FRAME 73 24 OR 5 ORrl.10-- 14 4 EQUAL VISIBLE FIXED VERTICAL OR HORIZONTAL. SHOWN ID LEG LIGHT LITE SEE SUBSTRATE PROPERTIES, (SEE SHEETS 6-8)TYPICAL FOR ALL FRAME (1)AT MID-SPAN OF INTERLOCK HEIGHT TABLE 2,SHEET 2 "XO"OR"OX"FIXED MEETING RAIL SHOWN 6�(1)3-I12'FROM EACH SASH — SUCK WIDTH CORNER AND(1)AT CENTER OF HORIZONTAL SECTION A-A(OX) SASH STILES/RAILS BUCK 29 16 2 OR n23 HEIGHT 30 16 19 _f EXTERIOR 28 / (!�ELE SHEETS 6-8)TYPICAL OPERABLE 40 20 OPERABLE FOR ALL"XOX'SASH 1�:) VISIBLE ol I SASH 37-39 SASH 21 OR 2@2 OR n23 LIGHT OPERABLE ❑ (SEE SHEETS 6:-S-) HEIGHT TYPICAL FOR SASH 28 0 ALL SASH 16 ❑ VISIBLE 41 FIXED LITE VISIBLE 45 47 LIGHT WIDTH LIGHT WIDTH 81 43 ---- 29 FLANGE WEEP80 2g FRAME 87 85 15 SHOWN I-J NOTCHES 314"X1/4' =0 42 34 205 R 26 VISIBLEEXTERIOR 2 Q LIGHT WIDTH 73� 4 (SEE SHEETS 6-8)TYPICAL FOR ALL 14 r,4)- 33 114"MAX "XOX"FD(ED MEETING RAIL BUCK _ — I SHIM HORIZONTAL SECTION E-E(XOX) EQUAL-LEG PRODUCT REVISED INSTALLATION AS PER SECTION A-A ABOVE FRAME with I-Fl�lda SHOWN EQ LEG E411IMP; FRAME SHOWNAecaptaapY RavWb. m Date INSTALLATION EMBEDMENT OPTION 2 Re»:ton: gni opr vct tto4 ANCHOREDTHROUGH Date: FRAME DIRECTLY INTO CONCRETE/CMU. EDGE VISIBLE LIGHT FORMULAS ® Description: Dm"or. TYP.ANCHOR TYPE, DISTANCE VERTICAL (EQUAL-LITE,XO FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI EMBEDMENT AND EDGE &OX) DISTANCE PER SUBSTRATE T.. : 1070 TECHNOLOGY DRIVE TWO: ofe. WIDTH:SUCK WIDTH/2-4-1/4' SEE TABLE 2,SHEET 2. SECTION B-B N.VENICE, FL 34275 HEIGHT;BUCK HEIGHT-7-1/4' P.O. BOX 1529 HORIZONTAL ROLLER-NI 05/15/15 NOKOMIS,'FL 34274 A&NN N U aR,P.E. CERT.OF AU7H. #29296 HR-541 0 NTS 1 3 OF 15 MD-HR5410-01 I A INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 OR2OR 23\ WOOD FRAME OR BUCKSTRIP.SEE SEE INSTALLATION NOTES SHEET 2 NOTE 2,SHEET 2. INSTALLATION OPTION 5 ANCHORED THROUGH FRAME (SEE SHE 6-8) ANCHORED THROUGH I INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X �- EMBEDMENT FIN/FLANGE REMOVED) "XO"OR"OX°SASH WOOD FRAME OR 16 WOOD 29 V STRIP.SEE NOTE 2, EDGE —�{ 1!4'MAX.SHIM 19 16 �--�30 _ \� EDGE SHEET 2. DISTANCE 13 20 40 OPSA SASH 43 � DISTANCE ' -CHANNEL SHOWN CHANNEL 010 OR#12 STEEL o SMS(G5),SEE 37-39 � 1 I TABLE 2,SHEET 2. T 28 TYP.ANCHOR TYPE, O } 1 EMBEOMENTAND 1/4"MAX SHIM FIXED 41 `IL 'L EDGE DISTANCE PER ❑❑� , JE1 LITE Q �� VISIBLE I SUBSTRATE,SEE TVP.ANCHOR TYPE, FIN AND/OR j �'� LIGHT WIDTH ffff ` TABLE 2\_EMBEDMENT AND EDGE FLANGE MAYBE ll „ To'- (SCREW SHO 2 DISTANCE PER SUBSTRATE, REMOVED IN-FlELD ) 73 a SEE TABLE 3,SHEET 2. I I� o �I 85 87 A FIN 13 DADE APPROVED MULLION, D VISIBLE -J� 42 EXTERIOR SHOWN 29 RBC COMPLIANT 73 LIGHT WIDTH 14 13 24 }.� ALUMINUM/STEEL FRAMING FIXED OR STEEL STUD.MAY OOR 25 OR 26 VISIBLE VERTICAL R HORIZONTAL (SEE SHEETS 6-8)TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO"OR"OX"FIXED MEETING RAIL HEIGHTTABLES 2&3,SHEET 2. BUCK WIDTH INSTALLATION HORIZONTAL SECTION C-C(OX) 22 OR 23 OPTION 8 / (SEE SHEETS 6 8) ANCHORED THROUGH 29 fi TYPICAL FOR FIN INTO METAL 28 30 16 19 1 ALL"XOX" (FLANGE MAY BE REMOVED) BUCK EXTERIOR OPERABLE 40 20 OPERABLE 43 SASH HEIGHT 4HE SASH - SASHo #100R#12STEEL -� r-il SMS(G5j,SEE 21 OROOR 23OPERABLE 0 ; � I ' i 0TABLE 2,SHEET2. (SEE SHEETS 6-8) SASH JI {L 28 EIE NPICAL FOR - 041Q FIXED ALL SASH16 �—��' VISIBLE ILITE Z VISIBLE I LIGHT WIDTH ff��-- __r LIGHT WIDTH45 47 r86 ��L_li81 FINWEEPFRAME 87 85 _111SHOWNNOTCHES 2929 0 L� G _ 42 EXTERIOR L•-�OO 3/4'X1/4' 25 OR 26 VISIBLE f773 3 LIGHT WIDTH 14 ,TL, 1 JLHANNEL 1-1/4"X 1l4" (SEE SHEETS 6-8)TYPICAL FOR ALL FRAME 15 "XOX"FIXED MEETING RAIL SHOWN ❑ BUCK WIDTH 3 REVISED 1/4"MAX HORIZONTAL SECTION F-F(XOX) .—pihffeFl ib o p SHIM (1)AT MID-S AN OF INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE Bcil itenca de 4, FIN FRAME T 43 CORN/2'FROM EACH SASH B. 'ration Datc SHOWN T1 CORNER AND(AILS CENTER OF Revised 6y: Data: Revision: SASH STILESlF2AIL5 �� �;'.f l .T{a;"' TYP.ANCHOR TYPE. — �•`��'. ay . EMBEDMENTAND i'"`; b5:a' ode ec Co F7e+ EDGE DISTANCE PER EDGE DISTANCE Revised Br. Date: Revision: SUBSTRATE,SEE SEE TABLE 3,SHEET 2. —.y EMBEDMENT p� ® Description: D a BY VISIBLE LIGHT FORMULAS GC /,� ib - J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL (EQUAL-LITE,XO&OX) ;;I ANCHORED THROUGH INTEGRAL FIN SECTION D-D 1070 TECHNOLOGY 275DRITitia: Date: INTO 2X WOOD FRAME OR BUCK- WIDTH:BUCK WIDTH l2-4-1/4" N. VENICE, RL a4z7s HORIZONTAL ROLLER-NI 05/15/15 HEIGHT:BUCK HEIGHT-7-1/4" "I P.O. BOX 1529 STRIP.SEE NOTE 2,SHEET 2. %�.''; {J;( �.� \ NOKOMIS, FL 34274Serias/Model: Scali: Shaek Drodng No• Rar. /1 LYNN;MILLER;P.E. CERT. OF AM. #29296 HR-5410 NTS 4 OF 15 MD-HR5410-01 A P.E.#68705 SILICONE STRUCTURAL ><— WITH POLYISOBUMEN WITH DESICCANT EXT.GLAss j 76 KODISPACE 0 4SG TPS I 314'NOM. �{ 3/4'NOM. 12'NOM.GLASS 76-79 BITE TYP. 1/8"AGLASS 1/8"T GLASS INT.GLASS 73 a 74 112"AIR SPACE 1/2"AIR SPACE XTERIOR ALUMINUM 1/8"A GLASS 1/8"T GLASS--\ a 28 REINFORCEMENT a EXTERIOR a EXTERIOR 29 75 5116°NOME 29 BUTYL& / DESICCANT ' FOAM DURASEAL® 33 EXnT.GLASS SPACER GLASS TYPE 2 DD GLASS TYPE 1 0 1 INT.GLASS TYP.GLAZING DETAIL HOT-MELT BUM STRUCTURAL SILICONE —►{ 3/4°NOM. 314"NOM. �— FOAM 3/16"NOM. WITH DESICCANT 3/16"A GLASS 3116"T GLASS SUPER /8"AIR SPACE 3/8"AIR SPACE EXT.GLASS 78 SPACER®NXTT"'' 3 3/16"A GLASS 3/16"T GLASS aEXTERIOR \ a EXTERIOR INT.GLASS 7s-7s 7s-79 POLYISO- DESICCANT FILL AREA BUTSEAL SCO NOM. GLASS TYPE 3 GLASS TYPE 4 � SILICONE SEAL ROLL-FORMED STAINLESS STEEL Tn� 78 XL EDGE GLAZING NOTES: PRODUCT REVISED rida EXT.GLASS SPACER "A=ANNEALED avilao complying ;1 . , 14 'T'=TEMPERED g ACCepteoW No/b-a r4 r� Revised W. Data. Reviuion: ei Dere •.r,.;;:i �;, A)ADDED SPACERS, .;.,,.•, ',. JR 05/05/16 MOVED CLSTR.DETAILS. By INT.GLASS Revised DK Dote: Sipa; Mlk - P act Part# Description Material " ' Sr- 76 Kommedin 4SG TPS Spacer System ® GL AZI Dram 9 Pa Y � 6•,I�- GLAZING DETAILS J ROSOWSKI 77 Quanex Super Spacer nXi-with Hot Melt Butyl See this Sheet for : 1070 TECHNOLOGY DRIVE 77tin: 78 Quanex Duraseal Spacer N. VENICE. FL 34275 HORIZONTAL ROLLER WINDOW-NI 05/15/15 Materials .,. P.O. BOX 1529 79 Cardinal XL Edge Spacer a`;:: NOKOMIS:FL 34274 Series/Model: Smie: Shoat: DvMinO No. Rev: REFERENCE TEST REPORTS:FTL-8717,8968&8970 / 'A;LI'NN'II�LER;P.E. CERT, OF AUTH. 1129296 HR-5410 NTS 5 OF 15 MD-HR5410-01 A P.E.M 58705 TABLE 5: TABLE 6: TABLE 7: Index to All Design Pressure and Anchor Quantity Tables Glass Types Design Pressure IbsfPtz for XO or OX Windows Glass Types Design Pressure ibse for XO or OX Windows 1_q 9 ( ) 1.4 g ( ) Reinf.Level Window Buc eight Relnf.Level Window Buck Height Cenfig Max. Max. Glass RoinL Design Preasunl Anchor Ouanthy R7 30" 36" 48" 54' R2 3(r 36" 48' 54" Width Height Type LevN Talile# Page# Te Page# 25-7/7 +65.0 -100.0 +85.0 -100.0 +8. 0.0 +65.0 -100.0 25-12' +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 13# 54" 1 9 6 13 8 $ 28- +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 28" +85.0 -130.0 +85.0 -730.0 +85.0 -130.0 +65.0 -130.0 75- 54" 1 2 7 6 14 9 5 36" +85.0 -100.0 +65.0 -100.0 +65.0 .94.2 +65.0 -81.6 36" +65.0 -130.0 +65.0 -130.0 +65.0 -116.5 +65.0 -109.5 XO 63" 3 10 7 15 10 m 42" +65.0 -100.0 +65.0 400.0 +65.0 .83.9 +65.0 -72.4 m 42' +65.0 -130.0 +65.0 -130.0 +65.0 -91.7 +65.0 X2.4 ar 54' 1 6 6 13 8 48• +65.0 -100.0 +65.0 -100.0 +65.0 -76.5 +65.0 .65.6 48" +85.0 -130.0 +65.0 -129.4 +65.0 .85.9 +65.0 -72.6 OX75" 63' 2_4 3 0 7 15 0 +85.0 -100.0 +65.0 -100.0 56.5 -56.5 80' +85.0 -130.0 x85.0 -114.8 *65.0 A1.5 +85.0 -71.8 7T 4 11 8 16 10 75' +65.0 -100.0 +65.0 -94. +60.3 -60.3 .0 -50.0 75' +65.0 -109.5 +65.0 -94.9 +65.0 -72.9 +65.0• -65.5• 181' 83" 1 3 6 7 77 11 SEE TABLE 13 FO ANCHORAGE '+651-70 FOR GLASS TYPES 2-4 SEE TABLE 14 FOR ANCHORAGE XOX 140• 63' 2-4 3 9 7 1a 12 4 12 8 19 13 o � HEADER HEADER -� r- 4"MAX.O.C. a a SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 21 FOR WINDOWS WITH Q 0 21 LEVEL R1 REINFORCEMENT Q D LEVEL R2 REINFORCEMENT 7t5-AINCHOR (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH APPLY TO STER DETAIL IN FIGURES APPLY TO ALL RES FRAME TYPES 8 HEIGHT IN FIFRAME TYPES 8 ALL HEIGHT CONFIGURATIONS) a O CONFIGURATIONS) a 0 21 21 4"MAX.O.C. -►' r- a Q EXTERIOR SILL❑U EXTERIORRIOR r I SILL UII LJII a 4-ANCHOR CLUSTER DETAIL SASH WIDTH SASH WIDTH 4'MAX.O.C. - MEETINGRAIL MEETING RAIL � �+- D p Q 24 O D 25 21 21 21 21 JAMB ExTEFwR JAMB ExreaxlR r73-ANCHOR Po, .nper�vhlix,with EI Florida STER DETAIL ACC Poz Code Acccptaoca Wo 16-0 .18 Date 4' NOTES: Raviaad W. Date: Revision: 1)USE THESE TABLES FOR ALL WINDOWS J R 05/05/16 A)MOVED CLUSTER g1/ t>�f R'oLl7clFn INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. DETAILS 8"MAX.O.C. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK - - Revised W. pats Revbhn: 4"MIN.O.C. HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT ® Descriptionr Drarn gy; AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. _ ` 6 I`1. I6 � DESIGN PRESSURE TABLES J ROSOWSKI rr�2�-AJNCHOR 4)"1/4-12-1/4"AND"1/3-1/3-1/3"INDICATE THAT 1070 TECHNOLOGY DRIVE Title: potsSTER DETAIL WITOHIINTHESASHWI THRANGENTHHEADJACENT ASH CONFIGURATIONS FALL N.VENICE FL 29 HORIZONTAL ROLLER-NI 05/15/15 P.O. BOX 34 COLUMN."CUSTOM"INDICATES THAT NO „ ` A: NOKOMIS,FL 34274 Senes�lladeL 5wfe: SNeef: Omrfng No. R-- STANDARD SASH CONFIGURATIONS FALL WITHIN q,LVNtI MICL9R,P.E. THE RANGE P.E.#69705 CERT. OF AM. $29296 HR-5410 NTS 6 OF 15 MD-HR5410-01 A i TABLE B: TABLE 10: Glees Type sash Design Pressure Ibs/ft2 for XOX Windows Glass Types 1 sash Width g ( ) 1-q Design Pressure(Ibslfl2)for XO or OX Windows Reini Leel Configuration Range(in) Window Buck Height Relnf.Le%ti Window Buck Haight R3 30' 36' 48' 54" 63' R3 30' 36' 48' S4• 83' 35.1/4' %s�/s-% 11.391-11.391 +65.0 -100.0 -65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 •93.0 25-1/2 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 400.0 +65.0 -100.0 38• y -� 12.308-12.308 +85.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.11 +65.0 -100.0 28' +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 y4_+h_y 11.391-13.397 +65.0 -100.0 +65.0 -100.0 +65.0 59.0 +65.0 -77.9 +65.0 .69.5 36" +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -85.4 45-116' -j�-� 13.388-14.683 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +85.0 SB.5 4T +65.0 -100.0 *85.0 -100.0 +65.0 •91.7 +65.0 -82.4 *65.0 -74.1 m 11.391-12.297 +85.0 -100.0 +65.0 -100.0 +65,0 55.8 +65.0 -72.2 +59.8 59.8 � qg• +65.0 -100.0 +65.0 -100,0 +65.0 55.8 +65.0 -72.8 +60.9 SD.9 4754' %-%-% 12.288-15.558 +65,0 -100.0 +65.0 -100.0 +65.0 57.2 +65.0 -74.9 +65,0 55.9 60' +65.0 -100.0 +65.0 -100.0 +65.0 53.5 -65.0 -70.9 +56.7 -56.7 Custom 11.391-12.018 +65.0 -100.0 +65.0 400.0 +65.0 54.4 +6.5.0 -71.8 +56.3 •56.3 75' +65.0 -100.0 +65.0 •94.9 +65.0 -72.9 +62.8 52.8 +50.0 50.0 52-118' y.-y-% 12.017-13.397 +65.0 •100.0 +65.0 -100.0 +65.0 55.0 +65.0 -71.8 +56.1 56.1 SEE TABLE 15 FOR ANCHORAGE 13.398-17.016 +85.0 -100.0 +65.0 -100.0 +65.0 55.4 +65.0 -72.0 +58.7 58.7 Custom 11.391-13.397 +65.0 -100.0 +65.0 58.9 +65.0 -73.9 +65.0 56.6 +55.9 55.9 a n 60' %-%-y4 13.398-15.360 +65.0 -100.0 +65.0 -100.0 +65.0 50.8 +65.0 -70.7 +57.6 57.8 HEADER -Y,-% 15.361-19.641 +65.0 -100.0 +65.0 -100.0 +65.0 54.5 +65.0 -71.8 +56.3 56.3 75' Y.-%-Y, 17.141-19.110 +65.0 -100.0 +65.0 59.3 +65.0 58.8 +61.4 51.4 +52.5 52.5 -�-�a 19.111-24.641 +65.0 -100.0 +65.0 58.1 +65.0 -74.5 +65.0 57.2 +56.1. 58.1 al 27.641-32.518 +65.0 -100.0 +65.0 59.3 +65.0 58.8 +61.4 51.4 +525 -52.5 Custom 32.517-39.641 +65.0 -100.0 +65.0 •91.3 +65.0 -70.8 +63.0 53.0 +53.7 53.7 SECTION DETAIL FOR WINDOWS WITH 120• ++ •• -39.641 +65.0 -100.0 +65.0 59.3 +65.0 58.8 +61.4 51.4 +50.0 50.0 y-�� LEVEL R3 REINFORCEMENT •'MIN.SASH SIZE=WINDOW WIDTH-40.72 SEE TABLE 17 FOR ANCHORAGE 2 (REINFORCEMENTS SHOWN SASH TABLE 9: IN FIGURES APPLY TO ALL HEIGHT Glass Types FRAME TYPES 8 2.4 Sash Sash Design Pressure(Ibse)for XOX Windows CONFIGURATIONS) O O 22 Confl uratbn Width Feint Level 9 Range Qn) Window Buck Height R3 3(r - 36' 48• 54' 63• a 35-1/4' %-%-'/a 11.391-11.391 +65.0 -100.2 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 1+65.0 -100.0 38' %'Y3'% 12308•12308 +65.0 -100.0 +65.0 -11)(1.0 +65.0 1-100.0 +65.0 -100.0 -65.0_:12a y4_y y4 11.391•13.397 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -97.9 wnR SILL 45-118' -%_% 13.398-14.683 +65.0 -100.0 +65.0 -100.0 +65.0 400.0 +65.0 -100.0 +65.0 -100.0 -%--% 11.391-12297 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -95.2 C 47.314' -/-y 12298-15.558 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 51.2 Custom 11.391-12016 +65.0 -1 .0 +85.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 58.5 SASH WIDTH 00 52-118' /-%-'/a 1 12.017-13.397 +65.0 -100.0 +65.0 -100.0 +65.0- -100.0 +65.0 -100.0 +65.0 Sas v %-'/a-'/a 13.398-17.016 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 54.8 0 0 � O MEETING RAIL Custom 111.391-13.397 +65.0 -100.0 +65.0 -100.0 1+65.0 -100.0 +65.0 54.8 +65.0 -77.0 m 5p• y_ _y 13,398-15.360 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 .94.9 +65.0 -77.7 25 %-%-y 115.361-19.641 +65.0 -100.0 +65.0 •100.0 +65.0 -100.0 +65.0 521 +65.0 -75.7 2.2N 22 e Custom 111.391-13.397 +65.0 -100.0 +65.0 -100.0 +65.0 -94.4 1 +65.0 56.8 +65.0 58.7 75^ y h_y, 13.398-19.110 +85.0 -100.0 +65.0 -100.0 +65.0 -97.3 +65.0 50.4 +63.6 53.8 JAMB exrenioa ° F'RUDU(?REVISED %-%-y 119.111-24.641 +65.0 -100.0 +65.0 -100.0 +65.0 -94.1 +65.0 -79.4 +64.3 54.3 o i� as complying with the Florida Custom 17.641-19.397 +65.0 -100.0 +65.0 -90.4 +65.0 52.8 +65.0 -776 +60.9 50.9 Gait,,;5 oe de .�,•,+!ilU;: .�ccep+tion lVo l(e- 14.x$ g5• + 19.398-24.380 +65.0 -100.0 +85.0 X97.4 +65.0 57.8 +65.0 74.2 +57.5 -57.5 .i y Revised W. Dote: Rerisyn: moon fDme /�� .%-% 24.361-31.641 +65.0 -100.0 +65.0 -100.0 +65.0 55.0 +65.0 59.9 +55,2 -55.2 �• By Y4- -Y1 29.641-32.515 +65.0 -100.0 +85.0 -90.4 *65.0 52.8 +85.0 58.6 +52.7 •52.7 Mi4.fii .2119P+ act broI 120' 32.518-39.841 +65.0 -100.0 +65.0 -100.0 +85,0 51.4 +65.0 55.8 +50.5 •50.5 Ravlsed W. Date: Revision: 'f+/3 140• Custom I •• -39.841 +65.0 -100.0 +65.0 50.4 +65.0 51.4 +65.0 55.8 +50.0 -50.0 SEE TABLE 18 FOR ANCHORAGE -, ® Description: Drown MIN.SASH SIZE=WINDOW 2 OTH-60.72 6 DESIGN PRESSURE TABLES " ROSOWSKI NOTES: 2 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 1070 TECHNOLOGY DRIVE Vila: Det° 2 FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEt1'S 3-0).SASH SIZE IS AS PER THE FIGURE. N.VENICE, FL 34275 HORIZONTAL ROLLER-N I 05/15/15 ND P AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. P.O. BOX 1529 3 FOR SIZES NOT SHOWN,ROU U TO THE NEXTA A ) ' NOXOMIS• FL 34274 Sheet: Rer. Scale: w! No. Sco e. Dry „ - Serfee eF. rt9 I SAS WIDTH RANGE /Mod _ S ALL WITHIN THE H _ H CONFIGURATIONS F 1 3 1 'INDICATE T THOSE STANDARD SAS '!3-/ /3 THAT T S 4) 1/4-1Y11/4 AND 1 „ '6R P.E. _ A.LYNN111I•LL - SASH CONFIGURATIONS FALL WITHIN THE RANGE. D 5410-01 A us7o I AT S THAT NO STANDARD 410 NTS 7 OF 15 M HR E ADJACENT COLUMN C M INDC E HR 5 IN TH CERT. OF AUTH. 29296 P.E.a 56705 d TABLE 11: Glass Types 2.4 Design Pressure(Ibslfe)forXO or OX Windows Reint Level Window Buck Height R4 W. 48' 1 54" 63" 72" 25-11Y' +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +85.0 -130.0 +65.0 1-130.0 S 28' +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +85.0 -130.0 36" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +05.0 -130.0 +65.0 -123.3 42' +65.0 -130.0 +850 -130.0 +85.0 -130.0 .65.0 -126.8 .65.0 -108.2 0 'S 48" +65.0 -130.0 +650 -130.0 *65.0 -130.0 .85.0 -114.2 •65.0 -97.1 80" .65.0 -130.0 +BSD -130.0 *65.0 -112.8 +65.0 -94.1 +65.0 A1.7 HEADER 75` +65.0 -130.0 +65.0 -119.3 +650 -104.0 +65.0 -64.2 +65.0 -700 SEE TABLE 16 FOR ANCHORAGE a - SECTION DETAIL TABLE 12: FOR WINDOWS WITH a O 23 Glass Types LEVEL R4 REINFORCEMENT 2-4 Sash Sash Design Pressure(Ibse)for XOX Windows (REINFORCEMENTS SHOWN SASH Width IN FIGURES APPLY TO ALL HEIGHT Relnf.Level Configuration Rogge(in) Window Book Height FRAME TYPES 8 R4 30' 1 36- 48' 1' 63' CONFIGURATIONS) 35.1!4' - A 11.391-11.391 .65.0 -130.0 r65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 i 23 38• Y-%-% 12308-12.308 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 46 1l6' R-y,_y. 11.391-13.397 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +55.0 -130.0. +65.0 -130.0 a -y� 13.398-14.683 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 I Y-}4-% 11,301-12.297 .65.0 -130.0 +65.0 -130.0 +85.0 -130.0 +85.0 -130.0 +65.0 -128.9 Fxrt:Rrogt Jn SILL 47-314 a J y-%-% 12.298-15.558 +65.0 -130.0 +65.0 -130.0 +85.0 -130.0 +65.0 -130.0 +65.0 -127.7 Custom 11.391-12016 +6&0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -116.2 +65.0 -98.2 0 52-118' X-y% 12.017-13.397 +65.0 430.0 +65.0 -130.0 .65.0 -130.0N+65.0 -121.3 +65.0 -104.3 5 Y3-%-% 13.398-17.016 +65.0 -130.0 +65.0 -130.0 +65.0 _-130.0 -130.0 -65.0 -118.7 SASH WIDTH Custom 11.391-13.397 +65.0 -130.0 +65,0 -130.0 +65.0 -120.4 -104.8 +65.0 -88.2 %-%-% 13,398-15.360 +65.0 -130.0 +65.0 -130.0 +65.0 -127.2 -108.2 +65.0 -89.2 o 0 71,%-% 15.351-19.641 +65,0 -130,0 +65.0 -130.0 +65.0 -130.0 -118.4 +65.0 -98.50MEETING RAIL Custom 11.391-13.397 +65.0 -119.7 +65.0 -109.6 +65.0 24.4 438.8 +65.0 -75.2 75' %_%-y 13.398-19.110 +65.0 -130.0 +65.0 -121.2 +65.0 -1022 21.7 +65.0 -79.3 %-%-% 19.111-24.641 +66.0 -130.0 +65.0 -130.0 +65.0 -121.1 +65.0 -105.2 +65.0 -86.4 � 23 23 ' Custom 17.641-19.397 +65.0 -100.0 +65.0 1 20.4 -65.0 22.8 +65.0 -75.6 1+65.0• -67.3' MJL-J JAMB exrewoa 1. Y4-Yl-Y4 19.398-24.360 +65.0 -106.9 +65.0 1 27.4 +65.0 .87.8 +65.0 .80.2 1+65.0 -70.4 o O Y3-Y3-34 24.361-31.641 +65.0 -130.0 +65.0 -1242 +65.0 -103.8 +65.0 22.7 .65.0 -77.3 /_%_% 29.641-32515 +65.0 -100.0 +65.0 -90.4 +85.0 -82.8 +65.0 -75.6 +65.0• -87.3' I 120' 32. Y-y% 516-39.641 +55.0 -111.8 +65.0 -103.0 +65.0 20.6 +65.0 23.4 +65.0 -70.7 140' Cuslam -39.641 +65.0 -100.0 +65.0 -90.4 +65.0 -82.8 +65.0 -75.6 +65.0• 27.3• +651-70 FOR GLASS TYPES 2&4 SEE TABLE 19 FOR ANCHORAGE PRODUC-rREVISED i MIN.SASH SIZE=WINDOW WIDTH-60.72 m complying with the Florida 2 Uuildin8 Code ' Acceptance No 16- 14•I Revised EV. Vote. Revision: E-rpirotb Dere By_ 4fim' e ' ReNead By. Date: Revision: Pgodaot Z - ® Description: Dm-W. 6 ►`t�16 DESIGN PRESSURE TABLES J ROSOWSKI NOTES: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 1070 TECHNOLOGY DRIVE rive --- Gate: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. N.VENICE,-FL 34275 HORIZONTAL ROLLER-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. P.O. BOX 1529' 4)-1/4-1/2-1/4`AND 1/3.1/3-113'INDICATE THATTHOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE r; -� 1' ", NOKOMIS, FL 34274 Serks�ModeL• Scale: Sheet: Omeing No. Rer. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LYNN MILLER P.E. CERT. OF AUTH. #29296 H R-5410 NTS 8 OF 15 MD-HR5410-01 A P.E.#58705 I TABLE 13: Glass Types Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor 1-4 SashSpacing for"Integral_ Group E Group F 30"Height 36'Height 48"Hei 54"Height 30'Height 1 36"Height 1 48"Height 54"Height Fin"Installation Width Head E Head E E Head E Head E Head E Head E Head E 2.5" 4" Relnf.Level (I n) &Sill &Sill &Sill &Sill 8 Sill -9 8 Sill ' ,Sill ' &Sill 17 R1 Anchor roupA Anchor Group C GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED 25-112' 12.147 1+C2+1 21 1+C2+1 131 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 :u fug�viththoFlurida H:dIdi.eiliag Code 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 FOR OX WINDOWS(XO SIMILAR): AcoephvneNo Ire-0 i4.lg ANCHOR QUANTITY E. �mtion Datc 2v Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 PER JAMB 6y m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 NIL odepmd-t m HEAD AND SILL ANCHOR QUANTITY: c 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORS AT THE FIXED SECTION g 29,397 2+C2+2 2 2+C2+2 3 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL +(2)ANCHORS AT THE SASH N 75 36.897 2+C2+2 2 2+C2+2 2+C2+2 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. z Ancho Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 1+C2+1 21 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 In Y Q t SEE ELEVATION,SHEET 1 15 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 to 3:SEE CLUSTER DETAILS.SHEET 6 W r- x 36" 17,397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 > O O o CA p 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 O m F7�7MEETINGRAIL SEE ELEVATION, � a;o448" 23.397 1+C2+1 2 1+C2+1 3 1+C+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 sHEETt Y LID" C729.397 2+C2+2 2 2+C2+ 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SEE OELEVATION, -1 cM 7 75" 36.897 2+C2+2 2 2+C2+ 2+C2+2 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SHEET 1 Z U. LL uuo 0 0' SEE TABLE 6 FOR DESIGN PRESSURE REPEAT ANCHOR PATTERN AT SILL =LLJ TABLE 14: W U 02 Co Lu 'oN FOR XOX WINDOWS: t—LU m O 'T —1 qua Z Glass Types Anchor Quantities for XO or OX Windows ANCHORQUANTITY rE> p Y v fn to 1-4 Sash PER JAMB Z 6.Z 30"Height 36"Height 48"Height 54"Height 3D"Height 36"Height 48"Height 54"Height 11. Width Head Head Head Head 'R Head n Head a Head a Head + HEAD AND SILL ANCHOR QUANTITY: J O Reinf.Level fnl E E E E E E E E 1 C3+2+C3+1 4 &SIII ' &SIII .10� &Sill ' &Sill &SIII ' 8,S111 &SIII ' &SIII ' +1A C USOTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL O R2 I Anchor Group A Anchor Group C +(2)ANCHORS ATTHE FIXED SECTION ® R ZQ of — +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL J 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHORATTHE SASH F- 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. lY Z eloag Y W. 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 0 0 0 0 ►- SEE ELEVATION.SHEET 1 F 2 42" 20.397 NOtAIIDWed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 U E m SEE ELEVATION,SHEET 1 w i 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 ZQ _ 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ---------- a;ti •�s,o sa:,a5 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 sEE / X / O X SHEET 1 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+i 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ELEVATION, II 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 SHEET 1 / MEETING RAIL-/ SEE CLUSTER DETAILS, 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 REPEAT ANCHOR PATTERN AT SILL SHEETS 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 NOTES: 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Max.Anchor O.C. Ancho 1)FRAME DIMENSIONS ARE BUCK WIDTH 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 AND BUCK HEIGHT(SEE SHEETS 3-0). Spacing for"Integral- 5-- F SASH SIZE IS AS PER THE FIGURES ON 75° 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Fin"Installation SHEETS 6-8. 4" 2)FOR SIZES NOT SHOWN,ROUND UP TO SEE TABLE 7 FOR DESIGN PRESSURE THE NEXT AVAILABLE WIDTH OR HEIGHT A.L-Mh'MILLER,P.E. DIMENSION SHOWN ON THE TABLE. P.E.#58705 TABLE 15: Glass Types Anchor Quantities for XO or OX Windows Max.AnchorO.C. 1-4 Sash Spacing for"Integral- 30"Height 36"Height 48"Hel 54"Height 63"Height 30°Height 36"Height 48"Height 54'Height 63"Height Flit"Installation Width Head Head Head Head Head Head Head Head Head Head Reinf.Level Cin) E E E E E E E E E 9 Anchor Anchor &Sill 8 Sill ", &Sill _'0 &Sill 9, 8 Sill &Sill 8 Sill &Sill &Sill ' &Sill ' Group E Group F R3 Anchor GroupA Anchor Group C 25' V, `ODt1CTg ith ED P a�ma�y:eB with the Florida 251/2" 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 i�uildingCode ,G NOTES: :�cceptooca No E 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1)FRAME DIMENSIONS ARE BUCK B.Triruninn Cate 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 WIDTH AND BUCK HEIGHT(SEE 1y1, x SHEETS 3-4).SASH SIZE IS AS PER THE hlimni Dade Frodaat Coning m 42" 1 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 FIGURES ON SHEETS6B. 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 i+C2+1 4 1+C2+1 4 1+C2+1 4 2)FOR SIZES NOT SHOWN,ROUND UP g 60" 29.397 2+C2+2 2 2+C2+2 3 4 2+C3+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 TO THE NEXT AVAILABLE WIDTH OR i HEIGHT DIMENSION SHOWN ON THE 5" 36.897 2+C2+2 2 2+C2+2 +C3+2 4 2+C3+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 TABLE. R ACh roup B Anchor Group D 3)SEE SHEET 9 FOR A GUIDE TO USING GA42" 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 THESE TABLES. Y Q nay 13.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 a)•v4-vz-v4"rw0•va-tri-1!3• INDICATE THAT THOSE STANDARD lil 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 i+C2+1 4 1+C2+1 4 1+C2+1 4 SASH CONFIGURATIONS FALL WITHIN �— O C THE SASH WIDTH RANGE IN THE 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 ADJACENT COLUMN.•CUSTOM" m 'IOD 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 INDICATES THAT NO STANDARD SASH N nCONFIGURATIONS FALL WITHIN THE O'r29.397 2+C2+2 2 2+C2+2 3 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 RANGE -1 10 " Ae36.897 2+C2+2 2 2+C2+2 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Z LL LL rD aMoO SEE TABLE 10 FOR DESIGN PRESSURE U f-) X CA TABLE 15. ul Max.Anchor O.C. o w m 0 q 00 J Z aM0 LO Glass Types Anchor Quantities for XO or OX Windows Spacing for o z a°z ° F¢- 2-4 Sash 30"Height 36"Height 48"Hei ht 54"He' tIt 63"Height 72"Height 30"Height 36"Hei ht 48"Hei ht 54"Height 83"Height 72"Height W LL' Width 9 9 I 9 9 9 9 9 9 9 Integral-Fin" J O In Head E Head E Head E Head jE Head Head Head Head Head E Head Head E Head E O o Reinf.Leel (I n) "ill 8 Sill 8 Sill &Sill �� 8 Sill 8 SIII I; 8 Sill 8 Sill &Sill &Sill &Sill &Sill Anchor Group F Z la s ® � R4 I Anchor Group A Anchor Group C 3.1" < Q 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1. 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 C� F- r 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 < O al0 v 28" 13.397 LL Y 36" 17.397 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 O = N `- m 42" 20.397 Not Allowed cc 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 Z O 48" 23.397 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 ¢ = 2 .p sill '�sa0 saua5 60" 29.397 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 75" 36.897 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 Anchor Group B Anchor Group D 25-1/2" 12.147 1 1+C2+1 21 1+C2+1 3 1+C2+1 14 1+C3+1 .4 1+C3+1 151 1+C4+1 5 1+C2+1 21 1+C2+1 3 1+C2+1 14 1+C3+1 4 1+C3+1 5 1+C4+1 5 v 28" 13.397 1+C2+1 121 1+C2+1 31 1+C3+1 41 1+C3+1 41 1+C3+1 51 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 - 36" 17.397 1+C2+1 2 1+C2+1 31 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1, 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1'+C4+1 5 1+C4+1 5 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 . m �. 0 48" 23.397 1+C2+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 60" 29.397 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 75" 36.897 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 151 2+C4+2 r5l A. LYNN MILLER,P.E. SEE TABLE 11 FOR DESIGN PRESSURE P.E.#58705 TABLE 17: Glass Type Anchor Quantities for XOX Windows 1 Sash 24-Height 30"Height 36'Height 48-Height 54"Height ht 63"Hei ht 24"Heigh 30-Hel ht 36-Hei ht 48'Hei ht 54-Wei ht 63'Height as eompCkg E iih j f Sash Welth 9 9 9 9 9 9 8 9 9 9 9 as rnmplyiag with thn f7xrida Configura5an a a a a Buildie;Code Relnf.Level Range(in) Head&Sill Head&Sill Head&Sill Head&Sill Head&Sill ' Head&Sill l Head&Silljil Head&Sill Head&Sill Head&Sill Head&Sill Head&Sill ncnrptanco No j(O-O j ,I$ Bxpira[ion Uate /ln� R3 Anchor Group A Anchor Group C B t L++ Y 35-1/4' %-%-% 11.391-11.391 1+C2+0+C2N 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+p+C2+1 4 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 14irini cPrtMect ttol 38" Y.-Y.-Y. 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+q+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+D+G2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+O+q+1 4 %%-% 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+O+q+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+q+0+C3+1 4 1+C3+D+C3+1 4 45-1/8 13.396-14.883 1+C2+O+C2+1 21+C2+0+C2+121+C2+0+C2+1 31+C3+0+q+141+q+0+q+141+q+0x03+1 4 1+C2+0+C2+1 21+C2+0+C2+1 21+C2+O+C2+131+qt0+q+141+q+p+C3+141+p+0+p+14 � N 47-314" '/a-%% 11.391-12.297 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+q+D+q+1 4 1+p+0rC3r1 4 1+q+Orq+1 4 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0tC2+1 3 1+q+p+q+1 4 1+p+Q+q+1 4 1+q+p+p+1 4 > 12.288-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+q+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C3+D+C3+1 4 1+C3+0+q+1 4 1+C3+O+C3+1 4 a Custom 11.391-12.016 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 q Y Q x 52-118' y-%% 12.017-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+q+1 4 1+C3+O+C3+1 4 1+C3+0+C3+1 RI+C2+l+C2+1 C2+1 2 1+C2+D+C2+1 2 1+q+0+C3+1 3 1+q+D+03+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 t j -nag m' % -% 13.398-17.016 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C3+0+q+1 3 1+C3+0+q+1 4 1+C3+0+q+1 4 1+C3+0+q+1 C2+1 2 1+C2+0tC2+1 2 1+C3+0+q+1 3 1+q+D+C3+1 4 1+p+O+C3+1 4 1+C3+0+C3+1 4 W 17: 0 O g Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+7 4 1+C3t2+C3+1 4 1+q+1+C3+1 C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+C3+1+q+1 4 > O (n � O 6O- --Y�-% 13.398-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+q+2+C3+1 4 1+C3+1+q+1 4 1+C3+1+C3+1C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 4 1+C3+1+q+1 4 1+C3+1+C3+1 4 0a1o0O15.381-19.641 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3+1 3 1+C3+0+p+1 4 1+q+0+C3+1 4 1+C3+0+C3+1 +C2+1 2 1+C2+0+C2+1 2 1+q+0+C3+1 3 t+C3+0+q+1 4 1+C3+0+q+1 4 1+C3+O+C3+1 4 >-N LO 75° %-'/i% 17.141-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+114 1+C3+2+C3+1 4 1+q+2+C3+1 +C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 O ,j 'r-%/ 19.111-24.641 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+O+q+1 3 1+C3+0+C3+1 4 1+C4+0+04+1 4 1+C4+0+C4+1 +C2+1 2 1+q+0+C3+1 2 1+C3+0+C3+1 3 1+q+O+C3+1 4 1+G4+0+C4+1 4 1+C4+0+C4+1 4 O LL N o Moa 0 27.641-32.516 +C2r2rC2+2 2 2+C2+2+C2+2 2 2rC2+2+C2+2 3 2+C3+2+q+21 4 1+C3t2+C3+1 4 1+p+2+q+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+p+1+C3+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 Z -W m 96, Custom 32.517-39.641 2+C2+0+C2+2 2 2+C3+O+C3+2 2 2+C3+0+C3+2 3 2+C3+0+q+ 4 2+c3+0+q+2 4 2+C3+0+C3+2 4 2+C2+O+C2+ 2 2+C3+0+q+2 2 2+C3+0+C3+2 3 2+gtO+C3+2 4 2+C3+0+q+ 4 2+C3+O+C3+2 4 W j COW O 'aN 120" %-%-% -39.641 2+C2+2+C2+2 2 3+C2+2+C2+3 2 2+C2+2+C2+3 3 2+C3+2+C3+214 2+C3+2+C3+2 4 2+C3+2+C3+2 4 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C3+2+03+2 4 2+C3+2+q+ 4 2+C3+2+C3+2 4 n UJ to 1:0 0 -1 Z S Anchor Group Anchor Group p O r - - - -- - -- - - -- -- - z a z 35-1/4' '/s%% 111.337-11.391 1+C2+0+C2+1 2 1+C2+0rC2+1 2 1+02+O+C2+1 3 1+C2+Or C2+1,4 1+C2+0+C2+? 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 KI+C3+O+C3+1 2+1 4 1+C2+p+C2+1 4ILL! LL it 38" %%%a 112.308-12.308 1+C^+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+114 1+C2+0+C2+1i4 1+q+0+C3+1 4 ?+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 2+1 4 1+C3+0+q+1 4 v FF--. J Y-%-% 11.331.13.397 1+02+0+C2+1 2 1+C2+D+C2+1 2 1+C2+o+C'2+1 3 1+q+0+q+1;411+C3+0+C3+1 4 1+q+0+C3+1'4 1+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 3+1 4 1+q+0+C3+1 4 I F- 0 r 1-15 /%a 113.3Sd-14.669 1+C2+O+C2+1 2 I+C2+O+C2+1 21i+C2+0+C2+1 3 i+C3+O+03+114 1+q+0+C3+1 4 1+q+0+C3+1 4 1+C2+O+C2+1 2 t+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 3+1 4 1+q+0'qt; 4 0 Q -%-y 12297 ll+C2+0+C2+? 2 1+C2+O+C2+1 2 1+C2-r0+C2+1 3 5+C3+0+q+1 411+C3+0+C3+1 4 1+q+O+q+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+p+C2+1 3 1+q+0+C3+1 +1 4 1+q+0+q+t 4 Q Z473!4" F- -%-% 12.298-15.558 1+C2+p+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+13 1+C3+0+q+11 41+C3+0+q+1 4 1+q+0+q+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+C3+1 q+1 4 1+q+0+C3+1 4 Custom 11.391-12.016 I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2t114 1+C2+1+C2+1 4 1+C2+1+C2+1141+C2+0+C2.+l 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 C2+1 4 1+C2+1+C2+1 q 2 0 0 O Ii y 52.1/8° Y,-Y,-y4 12.017-13.397 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C3+0+q+1 3 1+C3+D+C3+1 4 1+C3+O+C3+1 4 1+C3+O+q+1 2 1+C2+O+C2+1 2 1+q+0+q+1 3 1+C3+Wq+1 4 1+C3+O+C3+1 4 1+C3+0+C3+1 4 O = N%%% 13.338-17.016 1+C2+O+C2+1 2 1+C2+O+C2+1 2 f+C3+0+C3+1 3 1+C3+O+q+1 4 1+C3+O+C3+1 4 1+C3+0+C3+11+C2+0+02+1 2 1+C2+O+C2+1 2 1+C3+0+q+1 3 1+q+0+C3+1 4 1+C3+0+C3+1 4 1+q+0+C3+1 4 0 W LO I 6 Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 211+ 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+q+1+C3+1 4 1+q+t+q+1 4 v ZQ O 3: 60' Y4-%-y4 13.398-15.360 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+q+1+q+1 4 1+C3+1+C3+1 4 1+q+t+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+q+1+C3+1 4 1+C3+1+q+1 4 1+C3+1+C3+1 4 aB1 rosa0 s 5 15.361-19.641 1+C2+0+C2+1 2 HC2+0+C2+1 2 1+q+0+C3+1 3 1+C3+0+C3+11 411+q+0+q+1 4 1+q+0+q+1 4 1+C2+0+C2+1 2 1+C2+O+CZ+1 2 1+C3+0+C3+1 3 1+C3+D+C3+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 f ' I I t5 Y,-YY. 17141 18111) 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+114 t+q+1+q+1 4 1+q+1+p+1 4 1+C2+2+C2t1 2 1+C2+2+C2+1 2 1+C2t2+C2+1 3 1+C2+1+C2+1 4 1+q+1+C3+1 4 1+q+1+q+1 4 %-%-% 16.111-24.641 1+C2+O+C2+1 2 1+C3+0+q+1 2 1+p+0+C3+1 3 1+C3+0+C3+1 4 1+C4+O+C4+1 4 1+C4+D+C4+1 4 1+C2+0 C2+1 2 1+C3+0+C3+1ft22+C3+0+C3+21312+C3+0+C3+2 +q+0+C3+1 3 1+C3+0+q+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 y j/ 27.641-32.516 2+C2+2+C2+2 2 2+C2+2+C2+2 2 1+C2+2+C2+2 3 1+C3+2+C3+1i 4 1+C3 1+qrt 4 1+C3+1+q+1 4 1*C2+2+C2+1 2 1+C2+2+C2+1 +C2+2+C2+1 3 1+q+1+q+1 4 1+C3+1+C3+1 4 1+C3+1+q+1 4 Custom 32'517-38.841 2+C2+O+C2+2 2 2+q+p+q+2 2 2+p+D+C3+2 3 2+C3+0+p+214 2+C3+0+C3+2 4 2+gtO+q+2 4 2+C2+0+C2+2 2 2+C3+O+C3+2 4 2+C3+0+C3+2 4 2+C3+0+q+2 4 120° %_%% -39.641 12+C2+2+C2+22 2+C2+2+C2+ 2 2+C2+2+C2r2 3 2+C3r2+C3+2 4 2+C3+2+C3+2 4 2+q+2+q+2 4 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C3+2+C3+2 4 2+p+2+C3+2 4 2+C3+2+C3+2 4 SEE TABLE 8 FOR DESIGN PRESSURE / ••MIN.SASH SIZE=WINDOW Z DTH-'40.7Z NOTES: �! 6 Max.Anchor O.C. Anchor Anchor 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. Spacing for"Integral_ Group E Group F 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34).SASH SIZE IS AS PER THE FIGURE. P 93)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Fin"Installationp•g" Q" 4)"1/4-112.1/4-AND-1/3-1/3.1/3"INDICATE THAT THOSE STANDARDSASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN,"CUSTOM-INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LYNNULLER,P.E. P.E.q 68705 TABLE 18: Glass Types Anchor Otiantities for XOX Windows 2-4 Sash Sash 24°Height 30-Height 1 36'Height 48°Height 1 54'Height B3•Height 24"Height 30'Height 36'Height 46"Height 54°Heigh 63"Height Configuration Width a a a a a a a a a Rein(.LeteI Range(in) Head&SIII ,� Head&SIII ,� Head&SIII ,� Head&S01 Head&SIII m Head&Sll ' Wad&Sill Head&SIII Head&Sill ,� Head&Sill ,� Head&Bill Head&Sill R3 Anchor Grasp A Anchor Group C 35-1/4' %%% 11.391-11.391 1-C2+p+C2+1 2 7+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+p+C2+7 2 1+C2+O+C2+7 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2a0+C2+7 4 PnODUCr REVISED 38• %-Y,% 12.308-12.308 1+C2+p+C2+1 2 1+C2+0+C2+1 2 1+q+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+q+0+C3+1 4 1+C2+0+C2+1 2 t+C2+0+C2a1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+D+C3+1 4 :u complykg w.idr the Florid. 11.391-13.397 1+C2+D+C2+1 2 7+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+C3+1 4 1+p+0+p+1 4 1+C4+0+C4+1 4 1+C2a0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 7+C3+0+q+1 4 1+p+0+C3+1 4 1+CA+O+C4+1 4 B+uldntc Cude asva ..-ArA ", i 1 -o I !g -'/.-'/a 13.398-14.683 1+q+0+C2+1 2 1+C2+0+C2N 2 1+C2+0+C2r1 3 1*C3+0+p+1 4 1*q*0+C3r1 4 1+p+0+q+1 4 irC2+0+C2+1 2 1+C2+0+C2+1 2 7+C2+0+C2r1 3 7rC3+0+p+1 4 HC3+0+pal 4 1+q+O+p+1 4 L-.cpiratial Uete dY�D 473!4' -�i-� 11.391-12.297 1+C2+0+C2+1 2 7+C2+0+C2r1 2 1+C2+D+C2+1 3 1+C3+0+q+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C2+0+C2+7 2 1+C2+D+C2+1 2 1+C2+0+02+1 3 1+C3+0+p+1 4 1+C3+0+C3+1 4 1+C4+0+Cq+1 4 fav -%-% 12.298.15.558 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+q+1 3 1+C3+p+C3+t 4 1+C3+0+C3+1 4 1+p+prC3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2a0+C2+4 3 1+q+0+C3+1 4 1rC3+O+C3+1 4 1+C3+O+C3+1 4 �t ii-�Pi Custom 11.391-12.010 7+C2+OaC2+I 2 1+C2+Oa C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+04+0+C4+1 4 1+04+D+C4+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C3+0+q+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+04+1 4 52-178' %-%-'/n 12017-13.357 1+C2+O+C2+1 2 1+C2+0+C2+1 2 t+C3+0+q+1 3 1+C3+O+q+1 4 1+C4+D+C4+1 4 1-04+0-C4-114 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+q+p+p+1 3 1+q+0+C3+1 4 1+C4+0+C4+1 4 1+C4+o+Csi+1 4 `o %-y% 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C3+0+q+1 3 1+q+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+p+D+q+1 3 1+C3+0+q+1 4 1+C4+0+07+1 4 1+C4+0+C4+1 4 5 Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 t+C3+2+C3+1 4 1+q+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C3+1+C3+1 4 Y fi0" c m %%-y 13.398-15.360 1+C2+2+C2+1 2 1+C2+2+C2*1 2 1*C2+2+q+1 3 1+q+2+p+1 4 1+qa2+p+1 4 1+p+2+C3N 4 1+C2+1+C2+1 2 1+p+1+q+1 2 1+C2+1aC2+1 3 7+p+1+p+t 4 1rC3+1+p+1 4 1+q+1+p+1 4 gi A-Y.-% i5.361-19.667 11+C2+0+C2+1 2 1+C2+0+C2+1 2 7+C3+0+C3+1 3 1+04+0+C4+1 4 1+04+0+C4+1 4 1+C4+0+C4+i 4 1+C2+0+C2+1 2 1+q+0+C2+1 2 1+q+0+C3+1 3 7+C4+0+C4+1 4 7+C4+0+C4+1 4 1+C4+0+C4+1 4 L0 R Q Custom 11.391-13.397 1+q+4+p+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+4+C2+1 3 -3+4+C3+1 4 1+C3+3rC3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+q+1 4 1+C3+3+C3+1 4 1+C3+2+C3+1 4 113 > _8 75" %=/z-''/. 13.395-19.110 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C3+3+C3+1 4 1+q+3+C3+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2.C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1-C3+2-C3+1 4 1+C3+2+p+1 4 UJ -%-% 19.711-24.641 1+C2+0+C2+1 2 1+C3+O+p+1 2 1+p+0+q+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C4+O+C4+1 4 G17+C2+O+C2+1 2 1+C3+0+C3+1 211+p+0+C3+1 3 1+C4+0+CA+1 4 1+C4+0+C4+1 4 1+C4+O+C4+1 4 Q O lY O U O Custom 117.641-19.397 it+C2+4+C2+1 2 i+C2*4rC2+1 2 1+02+4+C2r1 3 t+q+4+C3+1 4 1+C3+4+q+1 4 1+C3+3,E3+l 4 7+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+p+1 4 1+C3+3+C3+1 4 1+C3+2+pat 4 p atop Q •-- 9"." 12.398-24.360 1+C2+3rC2+1 2 1+C2+4+02+1 2 1+02+4+C2+1 311+0+4+=+i 4 1+C3+4+C3+1 4 1+C3+3+q+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+q+1 4 1+C3+3+C3+1 4 1+p+2+C3+1 4 >-U) ^ ltj -% 24.361•31.641 12+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2+q+3+p+2 4 1+C3+2+q+1 4 1+C3+2+C3+1 4�i+C2+2+C2+1 2 1+C2+2+q+1 2 7+C2+2+C2+1 3 7+C3+2+C3+1 4 1+C3+2+C3+1 4 1+q+2+q+1 4 I � a co 120" )"•� 29.641-32.515 "e+C2+4+C2+2 2 2+C2+4+C2+2 2 2+C2+4+C1+2 3 2+q+4+C3r 4 2+C3+4+C3+2 4 2+C3+3+C3+2 4 2+C2r3+02+2 2 2+C2+3.C2+2 2 2+C2r3+C2+2 3 2+C3+3+q+2 4 2+p+3+p+2 4 2+C3+2+p+2 4 Q J rn j o X00 -Va-% 32.516-39.6!1 121C2+3+C2+2 2 3+C2+4+C2+3 2 3+C2+4+C2+3 3 2+q+4+C3+2 442+C1+3+p+2 4 2.C3+2+p+2 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+ 312+P+3+2+2 4 2+C3+2+C3+2 4 2+C3+2+p+ 4 Z LL 1n LLco 440" Custom - 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Max.Anchor O.C.Spacing for Group r Anchor Grcuf F MIN.SASH SIZE= 2 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. •., "Integral-Fin"Installation 2' 3 T 4)'7/4-1!2.174°AND"1/3-1/3.1!3°INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN M}I:IER,RE IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. 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O ' 35-if4' %3-%-y 11.391-11.391 1+C2+O+G2+1 2 1+C2+O+C2+1 2 1+02.0+C2+1 J 1+C2+G+C2+i 4 1+C2+O+C2+1 4 1*C2+O+C2+1�4�1+C2+G+C2+! 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 4 ti O ,a CO r ID 12.30E-12.30E 1+C2+G+C2+1 2 i+C2+0+C2N 2 i+C2.0+G2+1 3 1+q+Orq+i 411+C3+G+C3+1 4 1+C3+o+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+q+1 4 1+C3+o+C3+1 4 1+C3+0+03+1 4 Z d Z -'/i%- 91-13.397 ti+C2+0+C2+1)2 1+02.0+C2*I 211+C3+0+q+1�3�1+T C4+0+C,1+'. 4 1+03+G+C4�I 4r1+Gi+G+C4+1.4�r7+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3.Otq+! 3 1+CA+U•C4+1 4 !+C4+O+04+1 4 !.CA.. 4...l 4 �- J 0 45--i/a' -%-% 13.396-!4.68J'i+C2+G+C2+1 21+02+U+C2N 2 1:C;J+U+q.iIJ 1+q•0+q*' 411+CJ+0+C3-1 4 1+C3+G+C3+1i41+C2+G+C2+1 2 1+02.0-C2*1 2 1+q•0+C3+1 3 t+q+0*C3+1 4 1+q+0+C3+1 4 1+03+0+03+1 al I � J co 111.391-12.297 !+C2+0+C2+1 21+C3+0,-C:3+1I2i1+C3+0+q+1 31+C4+G+C4+1 411+C4+0+C4+141+Cd+O+C4-I14 t+C2+0+C2+1 2�1+C3+U+q+i 21+C3+O+q+1 3 1'04+0+C4+1 41.C4+0+C4+141+C4+O+C4+1 J l z 0 1 4as 147+"7»- 12.298-15.556 1+C2+0+C2+112 1+q+C+C3+1 2!+C3+C4C3,1 J 1+C3+0+';3+". 4 t+q+0+C3+1 4 1•C3+0+C3+1 46I;C2+0+C2+1�2 1+C3.O+q+1 2 1+C3.0+C3+1 3i1+ra+C+q+1 4 1+C3+G+C3+1 4 1+C3+G+C3+1 4� I �' m Q (n F71] Custom ;1.391-12.016 7*lr'2+0+C2*9 2 9+C3+0+qr1 2 i+C3+0+C3+9 3 i+Gi+G*04'•7 4 i+C5+0+C5+i 4 1+Co�+0+C5*I 4Ni-C2+G+(`2.1 2 1+C3+G+q+i 2 l+" +r-,g*1 3 1+04.0+C4*1 4 1+C5+n+C5+i 4 t+C5+0+C5+1 # Q F- I `52-978` %-%-''/e 120t7-13.397 1+02+0+02+'I 2 1+C3+0+C3+t 2�i+C3+0+C3*1�3 1+Gi+O+Gt*: 4 1+05+0+CS«i 4 i+CS+O+CS+1 4�1+C2+0+02+1 21+C3+C+C3+1 2 1*C3+0+q+1 3 1+04+0+C4+1 4 1•CS+G+C5+1 4 1+Ca+O+CS+1 4 1- 0 Z JZ %i-34-% 13.396-17.Di6�!+C2+0+C2+1 2 1+C3+0+q+112 1+Ca+U+C3+113 1+G4+U+C4*1 4 1+G:+0+04+1 4 1+C4+O+C4+1 4y1+C2+0+C2+1 2 1+C3+O+C3+1 2 4+C3+O+C3+1 3 1*G+O+C4N 4 1+C4+0rC4*1 4 1+C4+G+C4+1 4 u- 0 0 p IS Custom 11.391-13.39,pt+C2+2+C2+1 2 1+C2+2+C2.1 2 i+q+2+C3✓1 J 1+C4+2+C4+9 4 1+C1+2+C4+t 4 1aC4+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+L-2+1 2 1+C3+2+q+1 3 1+C4+2.04+1 4 1+C4+2+C4+1 4 1+C4*2+C4+1 4 O = m 6O- y-%a-ii 13.398-15.360 1*C2+2.C2+1 c" 1+C2+2+C2+1 2j-,+C3-2+C31-1 13 1+G4+2+C4*1 4 1+C-4.2+G4+1 4 1rC4+2+C4+114�i+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+q+1 3 '1*C4+2+C4+1 4 1+C4+2+C4+1 4 1+C4+1+C4+1 4 U 010� � 6� A-1/34i 15.361`19.641 1*C2+0+C2+1 2 1+C3+0+03:1 2 1+C4+G+C4f1 J IrC5+O+G;>i 4 1+CS+O+C5+1 4 14CS+O+C5+1 4 1+C2+C+C2+1 2 1+C3+0+C3+1 21i+04-0+C4+113 1+C5+0+05*1 4 i+C5+0+C5+1 4 1+C5+D+C5+1 4 I O a _ I � Cwlom 11.391-13.397 1+C2+3+C2+112 !+C2+3+C2+1 2j1+C3+4+q`1 3j1+GS+4+C4+1 4 1+C4+4+U4+1,4 7+C4+2+C4+1 4 i+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 .n-S 76" ''/i-%n-% ;3.398-19.110 1+C2+3-+C2+1 2 1+02+J+C2r1 2 1 CJ+3+03+1 3 9+C4+3+CS+1 4 1+C4-3+C4+1 411+C4+2-C4+114 1+C2+2+C2+1 2 1+C2+3+C2+121+C3+3+C3+1 3 1+C4+3+C4r1 41+04+3+C4+114 i+,4+2+C4+1 4 19.1il-24.641 03+0+C3+1 2 1+C4+0+04+1 2 1+C4+0+C4+1 311+CG+G+CS*1 4 1a CS+O+C5+1 4 1+C5+O+C5+1 4 1+C3+0+C3+1 2 1+C4+0+C4+1 2 i+C4+0+C4+1 3 1+C5*0+C5+1 4 1*C5+0+C5+1 4 1+C5+0+C5+1 4 q. CU310f11 17.641-19.397 1+02+3+C2+1 2 1+02.4+C2+! 2 5-+CJ+4+C3+1 E.2 C4+5-CA+1 4 1+G1+4+C4+1 4 1+C4+4+C4+1 4 t+C2+3+C2+7 2 i+C2+3+C2+1 2 1+C3+4+03+1 3 1+C4+4+C4+1 4 1+C4+4+C4+1 4 t+C4+3+C4+1 4 , 96` Nlc I '.9.396-24.360 i+C2+3+C2+i 2 1+C2+4+02.1 2 1+C3+4 C-311 C4•4+C4+t 4 1+G.+4+Gi-1 4 1+C4+3+C4+1 4 1+02.3+C2+1 2 1+02+3+C2*1 2 1+C3+3+q+i 3 1+04*4+04.1 4 1+C4+3+04+1 4 1*C4*3+04+1 4 i I %-Sri-�� 24.361-31.841 2+02+3+02.2 212+C2+3+C2.?212+C3+3+C3*2 G.'+3+C4+_ 4 2+04+3+Gi+2 4 7+04+2+04+1 4 2+C2+2+C2+2,2 2+C2+2+C2+2 2 2+C3+3+q+2 3 2+04+3+C4+2 4 1+04+2+C4+1 4 1+C4+2+04+1 4 -%-% 20.647-32.515 2+02.3-C2+2 2 2+C2+4+C2+2 2 2+C3+4+C3Q 3 2+C+'+5+04+2 4 2+C4+4+C4+2 4i2+04+3+C4+2 4 2+C2+3+02+2 2 2+C2+3+C2+2 2 2+C3+4+q+2 3 2+C4+4+C4+2 4 2+C4+3+C4+2 4 2+C4+3+04+2 4 120' V_ q 4 2+C4+3+01+2 4 2+C4+. C4+2 4 2+C2+3+r+2 C4-3+C4+2 4 2+C4+3+04+2 4 2+04+2+C4+2 4 - 1 ,3/-% 1 32.516-3_64 i 2+C2+3+02+� 2 2*C2+-0+C2*2 2 3+03+4+qNl 3 2+C4+4+04+2 '++ J2 2 2+C2+3+C2+2 2 2+q+3+q+2 3 2+ 140' Custom •' -39.641 2+C2+3+C2+2 2 2+C2+4+C2+2 2 3+C3.4+C3+2 312+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+04+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+q•4+q+2 3 2+C4+4+C4+2 4 2+Ca+3+C4*2 4 2+C4*3+C4+2 4 NOTES: SEE TABLE 12 FOR DESIGN PRESSURE 6. Ite';w 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. - 1 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. '" Anchor ••MIN.SASH SIZE=WINDOW WIDTH-60.72 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. :,1.','-,;- .' Max.Anchor O.C.Spacing for Group F 2 4)'1/4-1/2-1/4'AND'113-1/3-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE ',q,'L�tdtJ lAl'LLER P.E. "integral-Fin"Installation 2.5" IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.958705 TABLE 20: Bill of Material 3.500' 3.500° 3.500" 3.500' # Part# Description Material �� ,os2^ -- .062' �- .062^ 1 620121 Frame Head,Sill and Jambs-Range PVC 0 2 620122 Frame Head,Sill and Jambs•Flange PVC ILII ILII 3 620123 Frame Head,SRI and Jambs-Fin PVC 4 620124 Frame Head,S11 and Jambs-Equal Leg PVC 2.445" 2.445" �� 2A45" IJ 2.445• 13 620172 Fixed Insert 1 Tim Cover PVC ❑�❑� 14 620131 Fixed Meet ng Rail PVC 07n 1r-IIF-1o�T I��1I= El15 620158 Track Insert BOBS TB Al IF;iE � � ALJ �J -,�-U--� �L 16 620129 Sash Reil(Sides,Top&Bottom) PVC .625" FLANGE FRAME FIN FRAME EQUAL LEG FRAME .9 620156 ' Pull Rall Interlock 6063 TB AI '�5" L r D O2 HEAD,SILL& 1.375 O HEAD,SILL& HEAD,SILL& 20 620144 Pull Rail Intedock Cove PVC 1 JAMBS 7 JAMBS JAMBS 21 620160 Light Sash Reinforcement 6063 T6 Al 22 620151 Standard Sash Reinforcement 6063 T6 Al ' 1.872' 1.641• 23 620152 1110 Sash Reinforcement 6083 T6 Al 24 620153 Standard Meeting Rall Reinforcement 6005 T6 Al 1 1.507° ►{ o � ,.a37" 4►- 25 o2C154 HD Meeting Rail Reinforcement 8005 T5 All J- I 1.6301 2'1� 2.176" t 26 620155 H.D.Horz.Roller Meeting Rail Reinforcement GDD5T5A] 065" �� I ,.375^ .772' o O 1.020°r� 28 61644 Weatherstrip,.187'x.270"Fin Pile II 590" i 29 61719 Weatherstrip,.187'x,220"Poly Pile ass .060^ -�i�+- x.070- 050^ 30 F18 x 1"Ph.PH SDS(Interlock Mounting Screw) 41D SS -� 1.231" I+ - - 1,000" ANTI-LIFT INSERT FIXED TRACK /`� LIFT RAIL LIFTRAIL 31 771669SPA 8 r.Meeting R Ph. re SMS(Fined Meeting Reil Screw) D63 55 13 &TRIM COVER 14 MEETING RAIL 15 INSERT 18 SASH RAIL 19 INTERLOCK 2�INTERLOCK COVER 32 71669SP Meeting Rail Screw Support Plats 606375 AI 33 720210 Weep Hole Co%er PVC 34 r 720187 Installation Screw Hole Plug PVC 300 •070" 1 � 1.1oo^ 37 720197 Auto Lock C Steel .301• - C[ oso^ 38 720199 Sweep Lock Cast Zinc IST InI,754^ .750" h1 .715" .715 _ 39 20196 Auto Lock Cover Assembly Cast Zinc I - u- u t " r 40 96 x 1-118"Ph.FH SDS(Auto and Sweep Lock Screw) SS I1TT .035' -�-Ij-a-? .025^ -PPS'-� -�-{ 1.165• .oso' 41 720200 Auto and Sweep Lack Keeper Cast Zinc EXTRUDED ROLLED LIGHT SASH SATANDARD i1 73,IG BEAD �B7) 82 C1) 22)SSH I1 42 76Xi4FPP g6 X 314"PH.PH SDS(Keeper Screw) SS SCREEN FR4RI'c SCREEN FRAME C21) REINFORCEMENT I 143 1 7612FPTX IF5 x 117 FPH TEK SS i 44 Leadstile Top Come;Key Nylon 070" -�{ 1.162^ �`{ 1.182• �- j 45 j Leadstile Bottom Comer Key Nylon 1.184" r•f- k �T .070• 1-4 46 Lockstile Top Come;Key Nylon lt� 070" �JL 1.036^ 47 Lockstile Bottom Corner Key Nylon ,810" 791"�� 1'oa1"�� � 1.04,^ 1 s .130" L - .,fia" 48 720204 Wheel Nylon F_;_1I .150^ �{ 1.331' �- 73 620138 I.G.Bead PVC 1.3ME I~ yl 1.3M IG 74 Beckbadding,GE 7700 or Dow 791 Silicone (21 HD SASH 24�STANDARD ` HD MEETING HD HR MEETING �/REINFORCEMENT MEETING RAIL 25 RAIL 26 RAIL FRDDL'CT RL'ViSED 76 7168415, Balling Block(718"X 7'x 1/6"),85+1.5 dura. Alum EPDM --REINFORCEMENT REINFORCEMENT REINFORCEMENT a,complying w;iar Ore Flc:idG. 60 61011 Roll-formed Screen nr,aanaooae d. 81 81012Ravrsad er Oate: Extruded Screen Frame Alum Revsb,.: Exp au cn Da c , 621 Extruded Screen spreader Bar Alum 1ty 03 47042W Screen Comer Key wth Pull Ring PVC Revised ey. Date: Revsbn: Miami devrcdectConza 64 47041 WICKGLB Screen Comer Key No Pull Ring PVC 7 R 66 7CASPM Tension Spring SS �� ® 0--ptian: a° Bir 1 8s 61616c46 Screen Cloth Fiberglass WINDOW EXTRUSIONS a BOM J OSOWSKI 8781635/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl GL 6 I�:.:�6 1070 TECHNOLOGY DRIVE 710e: N.VENICE. FL 34275 HORIZONTAL ROLLER-NI 05/15/15 P.O. BOX 1529 - NOTES: NOKOMIS; FL 34274 Sedee/Model: Srnb: Sheet• Waring No, Ron^ 1)ITEMS#5-12,17.18,27,35.36&40,72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A'.LYNN MILLER,P.E: 2)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. P:E�1 ill 65 CERT. OF AUTH: ♦29296 H R-5410 -NTS 14 OF 15 M D-HR5410-01 A i; 16 SASH TABLE 21: ASSEMBLY Egress Lock Bill of Material MITERED FRAME WITH 44 OO # Part# Deacrlpuon Material 1 INTERIOR AND EXTERIOR DETAILS FRAME WELDS 100 7MC7024 Multi-Point Lock Operator Cast ant 16 42 105 0 101 73340 Operator mounting Plate Steel 31 1 102 72015 Multipoint Lock Keeper Aluminum I 46 ATTACHED To 103 720214 Multipoint Lock Guide Nylon SASH RAIL 32 EXTERIOR 104 220217-221 Tie Bar(Length Varies) Stainless Steel 105 71024X12HFX#10 x 1/2'HH MS Stainless Steel t. j 106 78X1FPAX #B x 1"Ph.FH SMS Stainless Steel ( 173 xa 107 78X75FPTX #8 x 314"Ph.FH SDS Stainless Steal � 1a ATTACHEDTO 103 i 30 FRAMEJAMB EGRESSLOCK 16 37 DETAILS 1 40 (NOT TO SCALE 39 86 8J°RO u� 104 I OPT.AUTO LOCK __ I'&JDUC;r REVISED 45 Florida 20 u ucnmpiY n5`" _ ATTACHED TO j 48 FRAMEJAMBO�d:.ildiae = -� 48 106 ?.cup ' rautm Detc I42�r .-.. QQ / t,i aril lAdc Prod�E 1 141 i d OPT. 73 •!`� 38 102 �- hl X4 Iq � � ,. , aD 41 OPT.SWEEP LOCK ®\�• ATTACHED TO ' 42 1 FRAMEJAMR 1070 TECHNOLOGY DRIVE {� MITERED FRAME WITH N. VENICE, FL 34275 �/ INTERIOR AND EXTERIOR FRAME WELDS 100 (941)-480-1600 CERT. OF AUTH. #29296 SCREEN IUI �� � Revlr_d Hy: Dote: Rev;37on: ASSEMBLY DETAILS q ' :� Ravised ey. Date: R.,Wm: Description: _ -- Drown ey: 0oe EXPLODED WINDOW VIEW J ROSOWSKI EXTERIOR FRAME 6'j ` (o ASSEMBLY rte, Date: Cl NOTES: DETAILS HORIZONTAL ROLLER-NI 05115/15 1)GLASS AND SOME PARTWOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ® •.' Serias/Model: Scale: 9reeC Otmr7n0 No. Rer. 2)J•CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. A.LYNN MILLER,F.E. HR-5410 NTS 15 OF 15 MD-HR5410-01 A 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6-8. P.E.#'58705