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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 4 BCIS Home Logy In User Registration Hot Topics y Submit Surcharge 1. Stats 6 Facts j Publications FBC,Staff( BCIS Site Nap Links Search I F10,9da Product Approval xUSER:Public,User gW Product Approval Menu>Product or Application Search>A lication L' tion Detail v FL# FL242-R21 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 North Venice,FL 34275 (941)486-0100 Ext 22318 drua rk@pgti ndustries.com 1 Authorized Signature Jens Rosowski j rosowski @pgti ndustri es.com 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 Horizontal Slider Compliance Method, Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A / Date Submitted 09/07/2016 Date Validated 10/17/2016 Date Pending FBC Approval https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL... 8/29/2011 Florida Building Code Online Page 2 of 4 Date Approved 10/17/2016 Summary of Products FL# Model,Number or Name Description 242.1 HR-210(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0629.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/05/2022 Design Pressure:N/AInstallation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0629.02.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.2 HR-510(Impact) WinGuard Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 15-0612.14.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 15-0612.14.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type, size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.3 HR-610(Non-Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.14.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/27/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.14.pdf Acceptance (NOA)for product performance information, Verified By: Miaml-Dade BCCO-CER anchorage details, and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.4 HR-710(Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.13.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/21/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.13.pdf Acceptance(NDA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.5 HR-810(Large Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.10.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.10.odf Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.6 HR-810(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use I Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.15.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design Pressure:N/A Installation Instructions Other:Please see the Miaml-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 HR-2710M (Impact) 2LT HR-2710M PVC Horizontal Rolling Window http s://flori dabuilding.org/pr/pr_app_dtl.aspx?p aram=wGEVXQwtD quUsD rhuM3 D GCgL... 8/29/2017 I I' Florida Building Code Online Page 3 of 4 I Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 15-0528.23 M.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 15-0528.23 M.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type, size,and spacing Created by Independent Third Party: information. (2-lite XX only) Evaluation Reports Created by Independent Third Party: 242.8 HR-2710M1 (Impact) 2/3 LT HR2710MI PVC HORIZONTAL ROLLER LMI Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 13-1125.03 MI_odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 13-1125.03 MI.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&3-11te XOX) Evaluation Reports Created by Independent Third Party: 242:9 HR-5410(Non-Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.18.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.18.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.10 HR-5510(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.17.pdf 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 FL242 R21 11 16-0714.17.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.11 SGD-770 Window(Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0629.09.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/12/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0629.09.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.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 FL242 R21 11 15-0609.09 WDW.Ddf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by IndependentThird Party: information. Evaluation Reports Created by Independent Third Party: 242.13 SGD-5570 Window(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0505.01.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/04/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0505.01.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER https:Hfloridabuilding.org/pr/P _app_dtl.aspx?param=wGFVXQwtDquUsDrhuM3DGCgL... 8/29/2017 I MIAMI- MIAMI-DADE COUNTY �& PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONONIIC 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.govleconomy 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-5410"PVC Horizontal Rolling Window—N.I. APPROVAL DOCUMENT: Drawing No.MD-HR5410-01 titled"Horizontal Roller-NP',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 number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: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 puirp oses 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 No. 16-0714.18 ' ri[aM[Dace CouNTr Expiration Date: September 24,2020 :• p� Approval Date: September 01,2016 { ��� Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previo us NOA No.15-09 03.11) 2. Drawing No. MD-BR5410-01 titled "Horizontal Roller -NP', 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,Durasealo spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.15-0903.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No.IS-0903.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. IvEami-Dade Department of Regulatory and Economic Resources (RER). f Manuel P e P.E. Product Control finer NOA No.1'6:"0714.18 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-5o'Edition(2014), dated August 28,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-09 03.11) 2. Statement letter of no finalicial 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 NDA 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. ' f CRI j �I 1 Manuelter Product Control Ex mi er NOA No. 16-0 14.18 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-2 s DES GN PRESSURE NG CT ING 2.5 ANCHORS.SEE VARIES PER REINFORCEMIENT OTARATED TFOR -�• LEVEL,512E SHEETS 8-8 IMPACT RESISTANCE CLUSTER DETAILS SHEET 12-314"M�..D.C. 1-114" SEE SHEETS 8"MAX. —�-1 1�-- ,---_-^„_ ._-r. MAXT13�T. ..._.t...o,SEE 2.6 ANCHORS,SEE 1585” CLUSTER DETAILS SHEETS SHE3 SHEET 4 18.94'MAX.D.C. MAX.O.C. ET 8'MAX' I I-`�7­7i -_--. _ ••�B.SEE SHEET SHEET 3 10^MAX. - C,SEE ' _ _ . SHEET 4 t A I C E,BEE�_. _._.__._._._ _._._._,_—._._.—'—'—'—'— --'_._._.—'-- SHEET3T 72" E EQUALLY �j �i MAX.D.C. 72' J��/' III ` SPACED // (1-1 // MAX. // (I-T // MAX. EQUALLY / / / 83" ANCHORS PER j vv--// BUCK /jf YY''// BUCK SPACED /f/ �} 1 MAX, TABLES 13.19 HEIGHT 7 ( HEIGHT ANCHORS PER - / j `r— j BUCK SEE } TABLES 13-19 //� HEIGHT SHEETS J 9-13 15.67" O X O X X O X MAX,O.C. MAX. SEE SILLSILL ;;�'MAX. WEEPHOLE� 4.O.C. 3'MAX3"MAX. SEE SIL DETAILS, DETAILS, WEEPHOLE4^O.C.BETWEENSH£ET3 BETWEEN ---�• SHEET4 I DETAILS, --f- WEEPHOLES3'MAX. EPHOLE75"MAX.BUCK WIDTH BUCK WIDTH SHEET3 140"M AX.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 5410 NON-IMPACT RESISTANT HORIZONTAL ROLLER .2914 FLORIDA BUILDING CODE(FBC),STH EDITION 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ASTM E1300.09 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. •ANSI/NUM DESIGN M FOR WOOD CONSTRUCTION 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM CBO 'ALUMINUM DESIGN MANUAL,ADM-2010 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KST PER ANCHOR TYPE. •AISI-S1 OO-07/S2-2010 4)ALL WOOD BUCKS LESS THAN 1-112"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" R:THICK OR GREATEIX 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 S)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)114"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS.............................2 7)DESIGN PRESSURES: INSTALLATION,FLANGE& A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM 121300. EQUAL LEG/BOX.................3 8.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PERASTM E1300. INSTALLATION,INTEGRAL FIN 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113/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 NCA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEA.IGHTER SHADES OF CAP EXTRUSION PROFILES&BOM.._14 COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIlAF&PA NDS&ALUMINUM DESIGN MANUAL ASSEM13LY....................................15 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL PRODUCTRBVISED s complying with 8m Fladdw USER INSTRUCTIONS: D°'Id'°g Cod` I( O 14.1 S R�lpl- teuw n'nDZfl 1 DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. 'I 1 Dere'�2)KNOWING YOUR FRAME TYPE,WINDOW CONF.tGURATION(OX,XO,XOX),SIZE,GtAZiNG OPTION FROM(TABLE 1)AND •( t I,??J;`r r ' A)ADDED SPACERS REINFORCEMENIT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING .� JR 05/05/1&TABLES 8-12{SHEETS 6-8}.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING ' TO SHEET 6, ni �e� 4�Cpeu�11J�(✓ OBTAINED IN STEP 1,USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. .. Revised tJy. tMte: Revtston: 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION •!- `•• CONDITIONS. ' Omwn 8y: 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 13-19(SHEETS 9-13),VERIFY THE ANCHORISUBSTRATE WILL MEET O—Hplton: !! REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS •;•,t/i- r q . „ GENERAL NOTES c4c ELEVATION .J ROSOUVSKI SHEET-SET ARE MET. .•T•'•I `" 11t1e: note: S)INSTALL AS PER SHEET 3 FOR FLANGEMOUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FINIJ-CHANNEL;NSTALtATION. 1070 TECHNOLOGY DRIVE )„'•,l�R •''- i r . ,`._•.'” USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. N. VENICE, FL 34275 HORIZONTAL ROLLER-N1 05/15/15 ,f-'�. "^" P.O. BOX 1529 )r•^ '�"I`�'•' :'•' , NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL.FLANGE, �' '" NOKOMIS:FL 34274 Sellas/Madek Scvtc Sheet: LkoNtrsg No, Re, INTEGRAL FIN OR EQUAL LEGIBOX),SEE FIGURE B ON SHEET 2. A.•L1/NN}•�IZl.P.E. CERT. OF AUTH. #29296 H R-5410 NTS 1 OF 15 M D-HR5410-01 A P,E.tt S8T05 TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Type Descdptton(Listed from Exterior to interior) Frame Glass Installggon GLASS TYPES 1&3 MAY Types Options- Substrate Option Detail Sheet 1 314"I.G:1/8'A Extorter Ca +112"Airs eco+1/8'A Exterior Ca sea Fl g Conditions • P P F NOT BE USED IN THE ( B ) (seeTable,t) 2 314"I.G-:118'T Exterior Cap+1/2"Air Space+1/8'T Exterior Cap Y HV I+Z ABOVE 30'. Through the ....into 2X Wood FrarnelBuckstdp-sheat 4,option 5 3 3/4"LG.:3/16"A Exterior Gap+3!8"Alr Spate+3116"q E%tailor Cap J-Channel Integral tin...... ....into Metal-sheet 4,option e 4 314"LG.:3116"T Extortor Cap+318"Air Space+3116"T Exterior Cap (#1) 1-4 Through the frame Into 2X Wood Frame/Buokstdp-sheet 4,option 6 SEE SHEET B,TABLE 5 FOR GLAZING/DESIGN PRESSURE/ANCHORAGE INDEX. or the window...... ,,,•Into Metal-sheet 4,option 7 ....Into 2X Wood Frame/Suckstrip-sheet 3,option 1 Flange }_q Through the frame ....Into Concrete/CMU-sheet 3,option 2 (i/2) of the window...... •...through 1X Bucksidp 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 Frsme/Buakslrip-sheet 4,option 5 Group Anchor Min.Edge Min. •-_into Metal-sheet 4,o Substrate Integral Fin irdegra(tin...... option 8 Distance `Embedment" 1-4 (#3) Through the frame ....IMo 2X Wood FramelBuckstdp-sheat 4,option 6 #10 SMS P. .SoAhern Pine(SG=0.55) 7}6 1-3/8" of the window...... ....iMoMetal-sheet 4,option 7 Steel,A36' 3/8" 0.050" ....Into 2X Wood Frame/Buckstrl sheet 3,option 1 (steel,18-8 S.S. 'MIN.OF 3 THREADS Boz t � p- P Steel Stud,A653 Gr.33" 318" 0.0451^(16 Ga.) BEYOND THE METAL or 410 S.S.) Equal-leg 1_4 Through the Game ....irdo ConerotelGtviU-sfieet 3,option 2 A Aluminum,8063-T5' 318" 1-3/8" SUBSTRATE.FOR (#4) of the window...... •_•Ihmugh 1XBuckstrip Into Concrete/CMU-sheet 3,o Ian 3 P.T.Southam Pine(SG=0.55) 7/16' 1-3/8" STEEL STUDS, ....into Metal-sheet 3,option 4 3116"skeet Ultracon Concrete(min.2.85 ksi) 1" 13MIN.Fu=45 KSI&18" MIN.Fy=33 KSI. Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" P.T.Southern Pine(SG=0.55) 9116" 13/8" UNGROUTED CMU' #12 SMS Steel,A35" 3/e' 0050" VALUES MAYBE . 13 (steel,18-8 S.S. USED FOR GROUTED FSGURE B:FRAME TYPES or 410 S.S.) Steel Stud,A653 Gr.33' 3/8" 0.0451'(18 Ga,) CMU APPLICATIONS. Aluminum,6063-T5` 3/8" 0,053" Concrete(min.2.85 ksl) 1" 1-314" �EG. 114"stoat Uttracon �}C Ungmuied CMU,(ASTM C-90) 2-112" 1-114" �. 0 1/4"steel Cretellex Concrete(min.3,35 ksi) 1^ 1_ q" INSTALLATION NOTES SEE SHEETS 3&4 FOR ILLUSTRATIONS•1/4"steel Uitraeon Concrete(min.265 ksl) 2-1/2" 1-3/4" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ONBOX OR 1/4'steel Ultracon P.T.Southern Pine(SG=0,55) 1" 1-3/8" TABLES 2&3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE FLANEOUAL- DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY 8E LEG 1/4"steel CreleBex Concrete(min.3.35 ksi) 2-112" 1-314" USED ON ANY SIDE OF 7HE WINDOW. D 1/4"steel Creleflex Ungrotlted CMU,(ASTM C-90) 2-112" 1-1/4" P.T.Southern Pine(SG=0.55) 1" 1-3/8" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1/4"steel Aggre-Gator Concrete(min.3.275 ksl) 1-1/2" 1-310" 2.THIS SHEET.ALL WOOD SUCKS LESS THAN i-112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE 114"steel Aggro-Gator 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 1 0 3 0 TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INTEGRAL INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR J-CHA4NE-tTFIN ARCHITECT OF RECORD. 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 PRODtiCT REVISED Min.Edge Min. 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. nv complOog•:+ith the Florida Group Anchor Substrate Baild'mg Ccda Distance FlrrbedmenN Ac cpynce No l(o-f3 J�. �nqn E 2-1/2 x.131'Common Nall P.T.Southam Pine(SG=0.55) ata" 2-7116' .Oi . ftevleed By: Date: RavWon: !' irsria Due •r 4�� 2.1/2"tang-shank Rooting Nall P.T.Southern Pine(SG=0.55) 318" 2.7/16" Bx r•.vL'^q•''`'?' •' n4lsmi Prmfdotf P.T.Southam Pine(SG=0.55) 112" 1-318" Revised By: Dote: Revtelon: t� #10 eel,1 -8d SMS Aluminum,6063-T5' 3/8" 0.050" (so4i,18.8S.S. Steel Stud,Gr.33" 3/8" 0.0451"(18Ga.) ' •,,�,:�),r . or dtD S.S.) - ju 0escripecn: green ey: F Steel,A36* 316^ a.a5a^ Mi".aFa �{- I� (G ;.;;_ GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADSBEYOND ,.,' P.T.Southern Pine(SG=0.55) 9118" 1.318" THE METAL t,! �` •#12 SMS +' 1070 TECHNOLOGY DRIVE 7i8e: gote: (steel,18.8 S.S. Aluminum,6063-T5' 3/8" a.OB3" SUBSTRATE.FOR ;ar;•,1.,•;i; ;,�;:' N.VENiC£, FL 34275 HORIZONTAL.ROLLER-NI 05/15/15 or 410 S.S.) Steel Stud,Gr.33" 318" 0.050" STEEL STUDS, .`h- - .•• ;._., P.O. BOX 1529 MIN.Fu--45 KSI& -'''t.•':;;•�;r:.„ •"-, NOKOMIS,' F 3+274 sen,, odeR Seote: Sheet• txnei No. Rer• Steel,A36' 318" 0.050" MIN,Fy=33 KSI, A.'UkNN MILEL)3,P.E. RE.#68705 CERT. OF AirfH. (29298 HR-5410 NTS 2 OF 16 MD-HR5410-01 A INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP,ANCHOR TYPE, INSTALLATION @OR@O ANCHORED THROUGH FRAME AND 1X INSTALLATION EMBEDMENT AND EDGE OPTION 4 FSEE INSTALLATION NOTES SHEET 2 23 SUCKSTRIP INTO CONCRETE/CMU. OPTION I --"STANCE PER SUBSTRATE, (SEE SHEETS rB) SEE NOTE 2,SHEET 2. SEE ANCHORED THROUGH z TABLE ANCHORED THROUGH EDGE DISTANCE SE E 2,SHEET 2. FRAME INTO METAL TYPICAL FOR ALL FRAME INTO 2X WOOD XO"OR"OX"SASH 1/4"MAX S EMBEDMENT FRAME OR BUCKSTRIP. 16 29 SSE NOTE 2.SHEET 2. 1/4"MAX.SHIM 19 16 30 r28 EMBEDMENT 13 20— 40 OPERABLE 43 EDGE FLANGE 010 OR#12 STEEL SASH FRAME sms(GS),SEE — DISTANCE SHOWN TABLE 2,SHEET 2.. a t ; , 1/4'MAX SHIM 2 41 28 1 TYP.ANCHOR rYPE, FIXED EMBEDMENT AND Lilt VISIBLE -EDGE DISTANCE PER LIGHWIDTH- SUBSTRATE,SEE TABLE 2,SHEET 2. DADE APPROVED MULLION, 87 FBC COMPLIANT VISIBLE i 42 ALUMINUIWSTEEL FRAMING FLANGE LIGHT WIDTHEXTERIOR OR STEEL STUD.MAY BE FRAME 73 24 25 14 4 EQUAL - VISIBLE VERTICAL OR HORIZONTAL. SHOWN 8 R OR 26 LEG LIGHT FIXED (SEE SHEETS")TYPICALF RALL FRAME (1)AT MID-SPAN OF INTERLOCK LITE SEE SUBSTRATE PROPERTIES, SHOWN 43 (1)3-1/2"FROM EACH SASH HEIGHT TABLE 2,SHEET 2 "XO"OR"OX"FIXED MEETING RAIL SUCK WIDTH — CORNER AND(1)AT CENTER OF I SASH STILES/RAILS 8 HORIZONTAL SECTION A-A(OX) 16 22OR9 BUCK HEIGHT 128 k29 \ 30 16 EESH SHEETS TYPICAL SEE I EXTERIOR 98 OPERABLE FOR ALL'XOX7SASH SASH AD 20 OPERABLE 43 VISIBLE 37-39 SASH — 23 (SEE SHEETS 6- HEIGHT SASH D 28 OOR 2@2 OR LIGHT OPERABLE D TYPICAL FOR i ALL SASH- 1 16 FIXED T EXTERIOR VISIBLE LITE VISIBLE OR OR EE S SETS 6_8) OR Y I. T?AL ALL SASH VISIBLE HT HT Op" LF LIGHT 45 7 LIGHT WIDTH LIGHT WIDTH 81 IQ FLANGE FT FRAME WEEP OPT. 29 Is SHOWN 87 85 _JL NOTCHES 80 0 42 0 3W X 114- L14 2 OR 26 VISIBLE 73 EXTERIOR 1-1/4"X 1/4"- (�D LIGHTWII H 14 4 n4 (SEE SHEETS 6-8)TYPICAL FOR ALL 3 \ 2) V4,MAX FIXED MEETING RAIL BUCK WIDTH SHIM HORIZONTAL SECTION E-E(XOX) EQUAL-LEG Pft6DUCrRFVJSED ­F---­ir--1r----1n F_ FRAME 1w, 1`106d. INSTALLATION AS PER SECTION A-A ABOVE SHOWN Building 1111cd L9 with tiq EQUALLEG -------- 114.1& FRASHON Br. V.I.: R-10- GNowlp Dw Tj EMBEDMENT . ..... .... nx INSTALLATIONMiami e p ueL q.(rof OPTION 2 Rovised W. Dm.. R.Y191". ANCHOREDTHROUGH FRAME DIRECTLY INTO GE CONCRETEICMU. EDGE VISIBLE LIG LAS • FLANGE&EQUAL-LEG/BOX FRAMES J *R"OSOWSKI TYP.ANCHOR TYPE, HTFORMU EMBEDMENT AND EDGE--//VERT]CAL (EQUAL-LITE,XO 1070 TECHNOLOGY DRIVE 7711e: NI 05/15/15 STANCE PER SUBSTRATE SEE TABLE 2,SHEET 2, SECTION B-B WIDTH:BUCK WIDTH/2-4.114" N. VENICE. FL 34275 HORIZONTAL ROLLER HEIGHT:SUCK HEIGHT-7-1/4' P.O. BOX 1529 NOKOMIS,*FL 34274s"fvw-d." S..I.: I Sheet: Dmi.q Na. R- n. 'p' 410 E. HR-5 NTS 3 OF,15 MD-HR5410-01 A PX. 58705 CERT. OF RUTH. #29296 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 8 INSTALLATION ANCHORED THROUGH FRAME INTO ZX OPTION 7 n2l OR 202 OR 23 WOOD FRAME OR BUCKSTRIP,SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAMESEE INSTALLATION TIES SHEET 2 _(9-EE SHEETS 6-8) NOTE 2.SHEET 2. ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO ZX EMBEDMENT FIN/FLANGE REMOVED) WOOD FRAME OR BUCK- 16 29 STRIP.SEE NOTE 2, EDGE' 114-MAX.SHIM 19 le /­(30 SHEET2. DISTANCE 113 -OPERABLE 43 28 EDGE J-CHANNEL 010 OR 412 STEEL 20 40 SASH DISTANCE FRAME SHOWN SMS(..),.EE 37-39 TABLE 2,SHEET 2. umL_JL 28 TYP.ANCHOR TYPE. TIM*MAX SHIM FIXED 41 EMBEDIMENTAND c_ LITE VISIBLE EDGE DISTANCE PER TYP.ANCHOR TYPE, FIN AND/OR SUBSTRATE,SEE AND/OR LIGHTWIDT TABLE 2,SHEET 2. EMBEDMENT AND EDGE FLANGE MAY BE (SCREW SHOWN) DISTANCE PER SUBSTRATE, REMOVED IN-FIELD 73 SEE TABLE 3,SHEET 2. 87 FIN FRAME DADE APPROVED MULLION, 0 VISIBLE 2 EXTERIOR 0 SHOWN 29 FBC COMPLIANT LICH.WIDTH fff"-- ALUMINUM 14 3 /STEEL FRAMING OR STEEL STUD.MAY BE (BOR OR 26 VISIBLE LIGHT FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 6-8)TYPICAL FOR ALL HEIGHT LITE SEE SUBSTRATE PROPERTIES, "XO*OR"OX"FIXED MEETING RAIL BUCK WIDTH INSTALLATION TABLES 2&3.SHEET 2. HORIZONTAL SECTION C-C(OX) 22 OR 23 OPTION 8 (SEE SHEETS 6-6) ANCHORED THROUGH 29 16 TYPICAL FOR FIN INTO METAL 28 30 16 19 ALL"XOX* (FLANGE MAY BE REMOVED) BUCK EXTERIOR OPERABLE 20 OPERABLE 43 SASH HEIGHT � - — SASH 40 3.39 SASH #10 OR#12 STEEL "BIBLE SIV (G5)SEE 21 R 2@2 OR@ LIGHT OPERABLE E TAB 2.SHEET2. @0 (SEE SHEETS 6.8) HEIGHT SASH u 28 0 TYPICAL FOR DE ALL SASH- ,j 16 FIXE A VISIBLE LITE VISIBLE U-1T. 86 47 LIGHTWIDTH LIGHT W7OTH r- '-( 43 80) FIN it II a WEEP FRAME 67 85 -tJL_ NOTCHES 29 29 SHOWN 0 42 J- 314"X 114* 25 OR 2e VISIBLE 73 EXTERIOR C 1-114*XI/4" 3 (SEE SHEETS")TYPICAL FOR ALL LIGHT WIDTH n14 HANNEL FRAME 33 —,a I "XOX"FFXED MEETING RAIL BUCK WIDTH SHOWN '—(3 PRODUCTILEVISIBID El 114-MAX HORIZONTAL SECTION F-F(XOX) s C­plyi.g wid,the p1mido In SHIM (I)ATMID-SPAN O INTERLOCK INSTALLATION AS PER SECTION D-0 ABOVE B"ildnlCdrion �*, FIN FRAME (1)3-1/2-FROM EACH SASH A—'p" 4*,,,o SHOWN CORNER AND(1)AT CENTER OF i 0e�Ind 6r. ot., R.0, TYP.ANCHOR TYPE, SASH STILESIRAILS ... .......... T AND No EDGE DISTANCE PER EDGE DISTANCE R.W..d 8), DO. R-W-: SUBSTRATE,SEE SEE TABLE 3,SHEET 2. EMBEDME 7 VISIBLE LIGHT FORMULAS J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL (EQUAL-LITE,XO&OX) 1070 TECHNOLOGY DRIVE DIM. D.t.; ANCHORED THROUGH INTEGRAL FIN SECTION D-D WIDTH:BUCK WIDTH/2-41/4^ P.O. BOX 1529 STRIP.SEE NOTE 2,SHEET 2. HEIGHT.BUCK HEIGHT 7A/4* NOKOMIS,'FL 34274 * INTO ZX WOOD FRAME OR BUCK- N. VENICF_ FL 34275 HORIZONTAL ROLLER-NI 06115/15 t. Dmwhg Na. R.' CERT. OF AUTH. #292.96HR-5410 NTS 4 OF 15 MD-HR5410-01 A SILICONE STRUCTURAL POLYISOBUTYLrN 1/4"NOM, WITH DESICCANT EXT.GLASS KODISPACE 4SG TPS 3r4'NOM. 3/4*NOM, VA— 112"NOM.GLASS 76-79 BITE TYP, INT.GLAss 1/8"A GLASS 118"T GLASS 1/2"AIR SPACE 112"AIR 8 PACE EXTERIOR 73 74 ALUMINUM 118"A GLASS 1/8"T.GLASS---\ 26 REINFORCEMENT I \ EXTERIOR G]EXTERIOR 75 29 616 BUTY'L I.,NOM DESICCANT FOAM (�)DURASEALO 33 E I XT.GLASS SPACER GLASS TYPE I GLASS TYPE 2 INT.GLASS TYP. GLAZING DETAIL HOT-MELT BUM STRUCTURAL r�s SILICONE 314*NOM. 314-NOM. FOAM—\ 3/16"NOM. WITH VA- OrSICCAt,rT SUPER 3/16"A GLASS— 3/16"T GLASS EXT.GLASS &SPACER@NXTTm $ 318"AIR SPACE 318"AIR SPACE 3116-Lk GLASS---\ 3/16"T GLASS INT. EXTERIOR16 EXTERIOR 78-79 7e-7s POLYISO- DESICCANT FILL AREA BUTYLENE 5116"NOM. SEAL SILICONE SEAL GLASS TYPE 3 GLASS TYPE 4 ROLL-FORMED STAINLESS STEEL 78 XL EDGE'"" GLAZING NOTES: PRODUCTRSVISED 'A'=ANNEALED .�m.p4yf.g with tht Ffidw EXT.GLASS SPACER r=TEMPERED B,41diag Od. *A�Vtm-w /6-5 14 lie, E jlgw,� 114 71 mt D A ADDED SPACERS It'M _ p JR 05/06/16 MOVED CLSTR.D By Mimi Dad.W 6 INT.GLASS M ILS. ReWsd By. Dote: Re'lefon: Part# Description Material 76 R6-m—medinj— iu 4sGTPS Spacer System 1)..tfpt(an: GLAZING DETAILS ROSOWSKI iz 77 Quanex Super Spacer nMwith Hot Melt Bulyl See this Sheet fbr 1070 TECHNOLOGY DRIVE riffe: Data: I 78 Quenex Duraseal Spacer 1'. N.VENICE, FL 34275 Materials HORIZONTAL ROLLER WINDOW-NI 05/15/15 P.O. BOX 1529 1 79 Qat �Ege Spacer ' TEST ORT.: NOKONS;FL 34274 Sheet: thv No. TR7, REFFREN FTL-9717.8968&8970410-0 P�rzx 58705 CERT. OF AUTH. #29296 HR. 5OF15 M11-HR5 A TABLES: TABLE 6: TABLE 7: ... 2 Glass 1yPas .-.. .... Index to All Design Pressure and Anchor Quanilty Tables Gleas Types 1-a Design pressure(Iba/ft)for XO or OX Windows 1-4 Design Pressure(Ibs/ftZ)for XO or OX Windows M.X. Mo.. Glees R InL Doclan P.m. Anchor QuantIty Suck Hefght Relnt Lewi Ma dow8 p Type 9e N Rat 25-112f. ' +55.0 -10(1,0 +95AW�100.0 +65.0 - 54" R2 70--'- 5.0 n�Back Hel4Bt_ Canflg Width Haight T Laws T.bl.# Pe # Table Pogo# Rt 30' 38' 4a"100.0 +65,0 100.0 c 26-172" 65.0 530.0 +6 130.0 -! 36" 54' +66.0 -130.0 +65,0 -130.0 54" 1 6 6 13 9 a 28" +65.0 -100.0 +65.0 -100.0 .+65.0 -100,0 -65.0 -100.0 £ 28' +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65,0 -130.0 75' 54" 1 2 7 6_ 14 9 36' +05.0 -100.0 +85.0 -100.0 +65.0 -94.2 +65.0 -01.6 36' +65.0 -130.0 +65.0 -130.0 +86.0 -116.5 -WO -109.5 XO 63" 3 10 7 15 10m 42' 185.0 -100.0 +65.0 -106,0 +8$.0 $3.9 +55,0 -72.4 m 42' +65.0 -130.0 +55.0 -730.0 +05.0 -91.7 +65.0 -82.4 or 64" 1 8 6 13 9 4a" +05.0 -100.0 +65.0 -100.0 +65.0 -76.5 +85,0 -65.6 '6 48" +85.0 -130.0 +95.0 -129.4 +66.0 -65.9 +66,0 -72.8 OX 54' 2 J 8 14 9 TS" a3' 2-4 3 10 7 '15 10 SO" +85.0 -10D.0 +85.0 -10D.0 +85.0 -66.a +56.5 -56.5 80' +85.0 -130,0 +65.0 -114.8 +65.0 -63.5 +65.0 -71.8 72' 4 11 a I 18 1 10 75' +85.4 -100.0 +05,0 -94,9 +80.3 -50,3 +50.0 -50.0 75' +65.0 -109.5 +65.0 -94.9 +65.0 -72.9 +65.0' $5.5' 120" 83" 1 3 a 7 17 11 SEE TABLE 13 FOR ANCHORAGE '+651-70 FOR GLASS TYPES 2-4 SEE TABLE 14 FOR ANCHORAGE XOX 140' 93' 2-4 3 9 7 78 12 . 4 1 12 8 1 19 1 13 �O 1j I I I HEADER HEADER , 4"MAX.O.C. SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH {� I! 21 FOR WINDOWS WITH a 21 �flM6-AINCHOR LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT {REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH STER DETAIL IN FIGURES APPLY TO ALL HEIGHT IN FI FRAME TYPEBURES APPLY TB ALL HEIGHT FRAME TYPES& O CONFIGURATIONS) CONFIGURATIONS) 21 � 21 4"MAX.O.C. � $ SILL SILL 4-ANCHOR a o r CLUSTER DETAIL SASH WIDTH SASH WIDTH MEETING RAIL o MEETING RAIL 4'MAX,O.C. -�-1 �-�--- (] _ 2d 25 D / 21 21 Q 21 21 !! JAMS EXTERIOR JAMB exrtRgR / n PRODUCT REVISED 3-ANCHOR. � v >azzhthe nu+aa CLUSTER DETAIL as ildi.g Code Buildiog Code ' AcecplangaD 1�(� j - � NOTES: Revf..d By; Date: Revision: 1)USE THESETABLES FOR ALL WINDOWS •1',• '-'`,'„ JR 05J05J16 A)MOVED CLUSTER B, INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. r• DETAILS Mjamj.pAF Prp1}pc,1 6"MAX.O.C. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK R.vf..d By: Date: R.vt.fan: -� 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•- ® D-ortpff-- Drarn BY --- AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, �� DESIGN PRESSURE TABLES J ROSC7WSKI _ i _ 4 1/4-1/2-1/4"AND'V3-1/3.1)3"INDICATE THAT ;rpC' .:'iJ` Date: f/ ff 2-ANCHOR ) 1070 TECHNOLOGY DRIVE 7711.: CLUSTER DETAIL WITHINTHE SASH WIDTHSE STANDARD SASH RANGECONFIGURATIONS THE ADJACENT N. VENICE FL 29 HORIZONTAL ROLLER-NI 05!15/15 COLUMN,*CUSTOM*INDICATES THAT NO •� •'t,.:;:,.t': P.O. BOX 1529 NOKOMIS.'FL 34274 Series/17ode6 Scat.: Sh.eh I Or-hug Na. STENDDANRC'DESASH CONFIGURATIONS FALL WITHIN A.LYNfJ M'ILL'E'R,P,E. CERT. OF RUTH. !29296 HR-5410 NTS 6 OF 15 MD-H1`5410=01 A P.E.#68705 TABLE 6: o1a9s typo TABLE 10: 1 Bosh $.on Design Pressure(lbri t)forXOX Windows class Types R.Int Leval Conlgum0cn Wldtti 1-4 Design Pressure(Ibs1W)for XO or OX Windows Range pn) ndow Buck Height Reln1.Lewl Wlndcw Buck Height R3 30' 36" 48' 54" 1 63R3 30' 36" 48" 64" 63" 35-114" y'-%-y' 11.381-11.391 +85.0 -100.0 +659 -100.0 +65.0 -100.0 +65,0 -100.0 +65.0 33,0 25-112" +65.0 -100,0 +65.0 -100.0 +65.0 -160.0 +65.0 -100.0 +65.0 -100,0 38" Y3-y,-Ys 12.308-12308 +66.0 -160,0 +65.0 -100,0 +65.0 .100.0 +95,0 -100.0 +65.0 -100.0 28' +65.0 -100.0 +66.0 -100.0 +85.0 -100.0 +85.0 -100.0 +65.0 -100.0 17@" %-y% 11-391-13.397 +65.0 -100.0 +65.0 .100.0 +05.0 -89.0 +65.0 -77.9 +65,0 39.5 + 38' +85.0 -100.0 +65,0 -1011.0 +65,0 -100.0 +85.0 -100.0 +66.0 -85.4 Y,-Y,h 113.398-14.683 +65.0 .100,0 +65.0 400.0 +65.0 .400.0 +85.0 •100.0 +65.0 -96.5 m 42" +65.0 -100.0 +05.0 -100.0 +65,0 -91.7 +65,0 -82,4 +65.0 -74.1 47-314' Y.-y­% 11.391•12297 +65.0 -100.0 +65.0 -100.0 +65.0 -85.8 +85.0 -72.2 +59.6 -59.8 48' +65A -7009 +65,0 -100.0 +66.0 •8b.9 +55.0 -72.6 +50.9 -80.9 - -%-% 12.280-15.558 +65.0 -100.0 +65.0 -100.0 +65.0 -87.2 +85.0 -74.9 +05.0 -85.0 60" +85.0 .100.0 +65.0 .100.0 +65.0 -83.5 +65.0 -70.9 +56.7 -56.7 6 Custom 11.391-12.01e +65.0 -100.9 +65.0 -100.0 +55,0 -84.4 +6$,0 -11.8 +58.3 -58.3 � 118" 75' +65.0 •100.0 +55.0 -9d.B +85,0 -728 +62.8 -82.8 +50.0 -$0.0 52 -y% 12.017-13.387 +65.0 -100.0 +05.0 -100.0 +65.0 -05.0 +65,0 -71.8 +66.1 -56.1 SEE TABLE 15 FOR ANCHORAGE m yo-y-y 13.398-17.016 +859 -100.0 +65.0 -100.0 +85.0 -85.4 +65,0 .72.0 +58.7 -58.7 Cuatom 11.391-13.397 +65.0 -100.0 +65.0 -96.9 +65,0 -73.9 +65.0 -66.6 +55.8 -55.8 c3 60' %-%-1/4 13.398-15.360 +65.0 •100.0 +65.0 -100.0 +85.0 .80.8 +65,0 -70.7 1+57.6 1 -57.6 1 HEADER Y.-Y,-Y, 15.361-19,841 +65.0 -1009 +65,0 -100.0 +65.0 •84.5 +65,0 -71.8 +56.3 1 56.3 75' i_y_y 17.141-19.110 +65.0 .100,0 +65.0 .89.3 +85.0 -68.8 +61,4 431.4 A+55.1 -56,1 y-y-y 19.111-24.641 +95.0 .100.0 +85.0 .98.1 +65.0 -74.5 +65,0 .67.2 y_yy 27.841-32.516 +65.0 -100,0 +05.0 -89,3 +65,0 -68.8 +61,4 -61A 96" SECTION DETAIL Custom 32.517-39.041 +850 -100,0 +65.0 -91.3 +65,0 -70.6 +63,0 -03.0 FOR WINDOWS WITH 22 120 yy 39.641 +$5.0 -tao.o +s6.6 69.3 +s5.o ae.a +51.4 61.4 LEVEL R3 REINFORCEMENT O •'MIN.SASH SIZE=WINDOW WIDTH.40.72 SEE TABLE 17 FOR ANCHORAGE SASH TABLE 9: 2 (REINFORCEMENTS N FIGURES APPLY TO ASHOLL HEIGHT Glass Type. FRAME TYPES 8 2-4 Sash Sash Design Pressure(Ibse)for XOX Windows CONFIGURATIONS) +rid Coa89um1tan Width 0 22 RlInL L.wt Rang.On) Window Book Height R3 30" 36" 46" 64' 63' a 35-114' y-h% 11.391-11.391 +66.0 -100,0 +66.0 -100.0 +65.0 •100.0 +65.0 •100.0 +85.0 -100.0 38" y-y.y 12.308-12.308' +65.0 -100.0 +65,0 -100,0 +65.0 .100.0 +65.0 •100.0 +65.0 -100.0 y 11.391-13.397 +65.0 -100.0 +65,0 -100.0 +65.0 -100.0 +66.0 .100.0 +65.0 •97.9 �� SILL 45-1/0" y h-y 13.398-14.683 +65.0 -100,0 +65.0 -100.0 +65.0 .100.0 +65,0 -100.0 -65.0 -100.0 ' 47314' y y, 11.391-12297 +85.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65,0 -100.0 +65.0 -95.2 f%y 12.298-15.558 +65.0 -100.0 +65.0 .100.0 +66.0 .100.0 +85.0 -100.0 +65.0 -91.2 C..tom 11.391-12.018 +65.0 -100.0 +05.0 -100.0 +85.0 -100.0 +65.0 -100.0 +65.0 -88.5 SASH WIDTH 62.1/8" Y y% 12.017-13.397 +65.0 -100,0 +65.0 -100,0 +65,0 -100.0 1+65.0 -100,0 +65.0 37.5 y-Y.-% 13.398-17.016 +65.0 -100,0 +65.0 -100.0 +65.0 -100.0 1+66.0 400.0 +65.0 -84.8 o MEETING RAIL Custom 11.391.13.397 +65.0 -100.0 +85.0 -100,0 +65.0 .106.0 +65,0 -94.8 +65.0 1 -77.0 0 m 60" %_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 p 25 g %-y-Yl 15.361-19.641 +65,0 -100.0 +85,0 -100,0 +65.0 .100.0 +65.0 192.1 +65.0 .75.7 22 22 e Cullom 11.391-13.397 +65.0 -100.0 +65.0 400.0 +65,0 .94.4 +65.0 -86.8 +65.0 38.7 - JAMB F-XTERIOR 75" y_h f 13.398-19.110 +659 -100.0 +85.0 -100.0 +859 .97.3 +65,0 -80.4 +63.8 -63,8 PRODUCT REVISED Y,-Y,-Y, 119.111-24.641 +65.0 -100.0 +85.0 .100.0 +65.0 -94.1 +65.0 -70.4 +64.3 34.3 V O os ecmpiying with the Florida B�Etioo ilding Cade Custom 17.641-19.387 +86.0 -100,6 +g5A -90.4 +85.0 -$2.8 +65.0 75.8 +60,9 �0s iaood No }2$ 96" j-y-% 19.398-24.350 +65.0 -100.0 +85.0 -97.4 +65.0 .87.8 +65,0 .74,2 +57.5 -57.5 i �,_11.tr,l Rev!ed By: Dots: Revrafon: Do1c i.,Y, ,'�: -% 24.361-31.041 +65.0 -100.0 +66.0 -100,0 +65.0 -859 +65.0 -89.9 +55.2 -55.2 •"moi Y y-y 29.641-32.515 *65.0 -100.0 +@5.0 -90.4 +65.0 -628 +65.0 -68.8 +52.7 -52.7 tzo' Ravt.ad 17y Data: rtawawn: Mi t1i nd2 Prodael coRtro� C f '/a-Y-/ 32.516-39.641 +85,0 -tOp.O +85,0 -100.0 +65.0 -81.4 +65.0 -65.6 +50.5 -50.5 p771- 14p" cuaiom -39.641 +55.0 -100.0 +65.0 -90.4 +65.0 -81.4 +55,0 •65.6 +50,0 -50.0 �7 "MIN.SASH SIZE=WINDOW WIDTH-60.72 SEE TABLE 18 FOR ANCHORAGE - �,i-^' ;I• tV Deacripuon: DM 6y: NOTES: 2 6�( :'='i.: DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. i ''`" 1070 TECHNOLOGY DRIVE 77(fer Dale: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4).SASH SIZE IS AS PER THE FIGURE, 'rs;1h�'• .`:i'•:` N. VENICE, FL 34275 HORIZONTAL ROLLER-Ni 05115(15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. <7i;.1:,la: '1r'.• P.O. BOX 1529 4)"114-1/2-114"AND"1/3.113-113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE '�I '- NOKOMIS, FL 34274 SadaaJAfodak Scats: Snasd Dr "9 No. Rer. IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A�LVNfJ�1ILl.ER,RE CERT. OF AUTH. X29296 H R-5410 NTS 7 OF 15 MD-H 85410-01 A P,E.9 58705 TABLE 11: Glass Types 2-4 Design Pressure(lbs/ft2)forXOorOXWindows Relnf.Lew] Window Buck Height R4 36" 48" 54" 63" 72" 25.112" +65.0 .130.0 +65.0 -130.0 +65.0 .130.0 +65.0 -130,0 +65.0 1.130.0 r � 28" +65,0 -130.0 +660 -130.0 +85.0 -130.0 +85.0 -130.0 +65.0 •130.0 36" +65.0 -130.0 +65.0 -130.0 +65,0 -130.0 +85.0 -130.0 +66.0 •123.3 42" +85.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -128,8 +65.0 •108.2 a 48' +85.0 .130.0 +65.0 •130.0 +65.0 A30.0 +65.0 -114.2 +65.0 •97.1 60' +65.0 -130.0 +650 -130.0 +65.0 •112.6 +65.0 .94.1 +05.0 •81.7 HEADER T5' +65,0 -130.0 +05.0 -119.3 +85.0 -104.0 +65.0 $4.2 1+65.0 -70.0 SEE TABLE 16 FOR ANCHORAGE a SECTION DETAIL TABLE 12: FOR WINDOWS WITH Q O 23 GI..Type. LEVEL R4 REINFORCEMENT 2-4 Bush Sush Design Pressure(lbs/R)forXOX Windows (REINFORCEMENTS SHOWN SASH Confi uratlan width IN FIGURES APPLY TO ALL HEIGHT Ralnf.Ce�ei 9 Runge[n) Window Buck Height R4 FRAME 6 30' 36' 48_ 64' �63" CONFIGURATIONS) 35.1/4" %-Y.-Y. 11.391-11.391 +65.0 -130.0 +65,0 -130.0 +65.0 -130.0 +65.0 1430,0 +05.0 -130.0 23 38" y-j-y 12.308-12.308 +65.0 -130.0 +65.0 -130.0 +e5.0 -130.0 +85.0 -130,0 +65.0 -130.0 464/8' Y-y-y 11,391-13.397 +65,0 -130.0 +85,0 -130.0 +85.0 -130.0 +65.0 -130,0 +65.0 -130.0 Yn-Y Y. 13,398-14.683 +65.0 -130.0 +65,0 -130.0 +65,0 -130.0 +85.0 -130.0 +85.0 -130.0 47-3t4" -Y-� 11.391-12.297 +65.0 -130.0 +65,0 -130.0 +65.0 -130.0 +65.0 -130,0 +85.0 •128.9mOn SILL ?/-y 12.296-15.658 +65.0 -130.0 +65,0 -130.0 +65.0 -130,0 +65.0 -130,0 +65.0 -127.7 4 Custom 11.391-12.076 +65.0 -130.0 '+65.p -130.0 +65,0 -130.0 +65,0 -116.2 +85.0 •98.2 p 52-116" %-%-% 12.017-13.397 +65.0 -130.0 +65,0 -130.0 +66.0 -130.0 +65.0 -121.3 +66.0 1-104.3 Y%-% 13,398-17.016 +65.0 -130.0 +65.0 -130.0' +65.0 -130.0 +65.0 -130.0 +65.0 1.118.7 SASH WIDTH - custom 11.391-13.347 +85,0 -730.0 +65.0 -130.0 +05.0 -120.4 +66.0 1-104.6 +65.0 -66.2 m 80' %-'X-% 13.398-15.360 +65,0 -130.0 1+65,0 -130.0 +65.0 -127.2 +65.0 -108,2 +66.0 •89.2 0 %-Y.-Y, 15.301-19.041 +65.0 -130.0 1+65.0 -130.0 C]+65.0 -130.0 +65.0 -116.4 +65.0 -88.5 MEETING RAIL Custom 11.391-13.397 +65.0 -119.7 1+65.0 -109.6 +65.0 -94.4 +65.0 -88.8 +66.0 45.2 26 76' j-y_y 13.398-19.110 +65.0 -130.0 1+65.0 421.2 +65.0 -102.2 +65.0 -91.7 +65.0 -79.3 '/s%-Y 19111-24.041 +65.0 M-130.O +85.0 5.0 -130.0 +65.0 -121.1 +65.0 -105.2 +65.0 -86.4 23 23 Custom 12641-19.397 +65.0 5,0 -90.4 +65.0 -82,8 +65,0 -75.6 +65.0• -67.3' -- JAMB D�r 1RMR Y-%-y. 19.398-24.360 +65.0 5.0 -97.4 +65.0 .87,8 +65.0 -80,2 +65.0 -70.4 V Y,-Y,-Y, 24,361-31.641 +66.0 5.0 -124.2 +65.0 -103.8 +65.0 -92.7 +65.0 •77.3)"-%-Y, 29,641-32.515 +85.0 5.0 -90.4 +66.0 -82.8 +85.0 -75.8 +65,0' •67.3` Y%% 32,616-39.641 +55,0 5.0 -103.0 +65.0 -90.6 +65.0 -83.4 +65.0 .70.7Custom •• -39.841 +65.0 ,p -90,4 +85.0 -MS +65.0 -75.6 +(35.0' •87.3' i •465/--70 FOR GLASS TYPES 2 6 4 SEE TABLE 19 FOR ANCHORAGE PRODUCT REVISED f WINDOW WIDTH-60.72 '•MIN.SASH SIZE= arcnmplying with the FlOridu 2 Buildin8 Code 14 18 i (',_•,,�,1.,(a•'. R-1-d W. Dote: R.4'1on: E.yHtalin bate �Q !I By ePmddeeC:n� I Revtsad 8y: Date; RaN'ton: 'r:. ::•J,'. ® De'criptlon: Dro'm By. )►`f 6 DESIGN PRESSURE TABLES J ROSOWSKI NOTES: �.,(; ,,�; 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN, _ 1070 TECHNOLOGY DRIVE 7711.: Dote: .! 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4).SASH SIZE IS AS PERTHE 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. •'rf. ;,�/�e rSt, '.::,,, P.O. BOX 1529 4)-1/4-1/2.1/4-AND'1/3.1/3-1/3-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE 'r.1, -' *'`;"; •" NOKOMIS,FL 34274 Smk'lModsk See Sheat: DroMng No, Rer. IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.Lt/P E MILft�'L A*,P.H. CERT. OF AVM. 129296 HR-5410 NTS S OF 15 M D-H R5410-01 A I { 1 TABLE 13: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 'r 1-4 Sash 30"Height I I I -Height 4' Spacing for"Integral- Group E F Width —Head 36"Height 48-Height 54"Height 30"Height 36"Height 48 '_Ie"" Fin"Installation 2�5' -as up Head Head .1 Head Head 1-1 Head It Head Head E -E - - Reinf.L (in) E a H �4: Co E & R1 Sill &Sill &Sill Anchor Group A Anchor Group C GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED 25-112* 12.f47 I+C2+1 21 l+C2;T-rYrl+C2+1 3 I+C2+ 3 I+C2+1 2 1+G2+1 131 1+C2+1 3 I+C2+1 3 fbo F1.6d. 13,397 I+C2+1 2 I+C2+1 3 I+C2+1 3 I+C2+1 3 1+C2+1 2 i+C2+1 I+C2+1 3 I+r-2+1 3 de �15 28" FOR OX WINDOWS(XO SIMILAR): Ir,'0 1+4 E. 9 131 ANCHOR QUANTITY 42D 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 I+C2+1 2 I+C2+1 3 1+C2+1 3 1+C2+1 3 PERJAMB 42" - 20.397 1+C2+1 2 1+,C2+1 3 1+C2+1 3 1+C2+1 3 I+C2+1 2 1+C2+1 3 1+C2+1 3 I+C2+1 3 2+C3+ r 12�3 EAD AND SILL ANCHOR QUANTITY,. 48, 23.397 I+C2+1 2 I+C2+1 3 I+C2+1 3' 1+C2+11 3 1+C2+1 2 1+C2+1 3 I+C2+1 3 1+C2;i 3 H (2)ANCHORS AT THE FIXED SECTION 60. 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 + NO RAIL .2+ A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING +(2)ANCHORS AT THE SASH TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE 75' 36.897 2+C2+2 +2 +C2+2 2+C2+2 2. 2+C2+2 3 +C2+2 121 2+ 1317�3, 2+C2+2 .3 Tri�2+2 L. Anchor Group 8 Anchor Group D 25-1/2' 12.147 I+C2+1 21 1+C2+1 S 7+C2+1 3 i+C2+1 13 1+C2+1 12 1+C2+1 13 1+C2+1 13 I+C2+1 13 SEE ELEVATION,SHEET I to -Z 28' 13,397 I+C2+1 21 I+C2+1 3 I+C2+1 13 1+G2+1 13 1+C2+1 2 1+G2+1 13 I+C2+1 13 1+C2+1 3 SEE I LEVATION,SHEET 1 U) 'A' SEE CLUSTER DETAILS,SHEET 6 36" 17.397 I+C2+1 2 1+C2+1 3 I+02+1 3 I+C2+1 3 1+C2+1 2 1+C2+1 13 I+C2+1 3 i+C24.1 3 uJ 0 o > n A A C�, Go 42" '20.397 1+C2+1 2 I+C2+1 3 I+C2+1 3 1+G2+I 3 1+C2+1 2 1+02+1 3 1+C2+1 3 I+C2+1 3 SEE ELEVATION, 0 ota00 48" 23.397 I+C2+1 2 I+C2+1 3 1+C2+1 3 I+C2+1 3 I+C2+1 2 I+C2+1 3 I+C2+1 3 1+C2+1 3SHEETI 0n [IfLO 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 SEEC+4 ELEVATION 0 75. 36.897 2+C2+2 2 2+02+2 3 2+C2+2 31 2+C2+2 2 2+C2+2 3 2+C2+2 3, 2+C2+2 3 SHEET 0 3 2+C2+2 MEETING RAIL 0 _j z to LL co 0 SEE TABLE 6 FOR DESIGN PRESSURE REPEAT ANCHOR PATTERN AT SILL m: j - - - ::>: TABLE 14: 00 } to 6 (1) W- 2 10 W Glass Types Anchor Quantities for XO or OX Windows FOR XOX WINDOWS: Z 000 _J DAtO ANCHOR QUANTITY >W d y In 1-4 SashPERJAMB Z 0. 0 < 30" 48'Height 1 54'Height 30-Height 36"Height 4KE.=Ight 54"Height WiZ F- — width — W LL Head Head Head Itl Head Head HEAD AND SILL ANCHOR QUANTITY: -1 Rein/.Le%el &Sill M E 'E ll+C3+2+03+1141(,) r 0 Sill 0 &Sill IV &sill �m &sill ANCHOR AT THE SASH _j 0) R2 A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL f-_ 0 — Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION Of taaWS 25-1/2' 12.147 +A CLUSTER OF(3)ANCHORS CENTERED ATTHE MEETING RAIL _j U) I;C�12 J+C2+j 13 J+C2+1 13 J+C2+1 3 +(1)ANCHOR AT THE SASH < F- 28' 13,397 TOTALOF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL 0 z 'a I+C2+1 12 I+C2+1 13 1+C2+1 13 I+C2+1 3 Z 36' I7,397 I+C2+1 2 1+C2+1 3 1+C2+1 13 1+C2+1 0 U - 0 0 N _�+Ufl SEE ELEVATION.SHEET I m 42' 20.397 Not Allowed I+C2+1 ----i �_ c) af Lo 03 2 1+C2+1 3 1+C2-1 13 3 -+_F3 VAT E 48- 23,397 1+C2+1 2 1+C2+1 3 I+C2 1 I+C2+1 3 SEE ELEVATION.SHEET I z 0 SEE ELEVATION,SHEET I T 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 7V 36.897 2+C2+2 2 2+C2+2 3 2+ELLLI 2+C2+2 13 _----•-- T-I A L_ -- SEE EL€VATtON, Anchor Group B Anchor Group D L 02 SHEETI 25-1/2* 12.1 1 I+C2+1 12 J+C2+1 EE 47 13 1+C2+1 13 1+C2+1 3 1+C2+1 2 1+C2+1 131 1+C2+1 131 I+C 13 ELEVATION 2+1 28" 13,397 I+C2+1 SHEETI SEE CLUSTER 2 +C+ 12 14 C2+1 13 1+C2+1 13 I+C2+1 13 1+G2+1 12 I+C2+1 131 I+C2+1 13 I+C2+1 13 RAIL "MEETING DETAILS 36' 17,397 I+C2+1 2 1+C2+1 13 1+C2+1 13 1+C2+1 3 1+C2+1 2 I+C2+1 13 1+C2+1 3 I+C2+1 3 SHEETS REPEAT ANCHOR PATTERN AT SILL 42" 20.397 1+C2+1 2 14C2+1 13 I+C2+1 13 I+C2+1 3 1+C2+1 2 I�C2+1 3 1+C24-1 3 I+C24 3 NOTES: 1+02+1 2 J+C2+1 3 1+C2+1 3 I+C2+1 3 I+C+1 2 I+C2+1 3 I+C2�1 3 48" 23.397 1 0 1+02+1 3 1)FRAME DIMENSIONS ARE BUCKWIDTH + Max.Anchor O.C. Anchor AND BUCK HEIGHT(SEE SHEETS 3-4). y. 29.397 2+C2+2 2 2+C2+2 13 2+C2+2 3 2+C2+2 3 2+C2+2 60, 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Spacing for"Integral- Group F SASH SIZE IS AS PER THE FIGURES ON T 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 SHEETS 6-8. 75� 36.897 2+C2+2 2+C2+2 --i+C2+2 i - Fin"Installation 4- 2)FOR SIZES NOT SHOWN,ROUND UP TO SEE TABLE 7 FOR DESIGN PRESSURE BLE WIDTH OR HEIGHT ALY N, THE NEXT AVAILABLE A. 14 h,tLLr*R,P.E. DIMENSION SHOWN ON THE TABLE. P.Efi 58705 TABLE 15: Glais Types Anchor Quantities for XO or OX Windows Max.Anchor 0,C. 1-4 Sash 30"Height 36"Height 48"Height i3"Height 30"Height 1 36-Height 48" Haight 63"Height Spacing for"Integral- - Width Headad Head I I Fin"Installation Reinf.Level on) 4 SiHead Head I-El Head 'I 1­16ad OE Head I E I Head I El He E H a �j Head (01 Sl E "1 12 11 Ij &Sill &Sill Sill &Sill E Anchor Anchor R3 Group E G F a Sill Sill &S III Anchor Group A Anchor Group C 2.6' 4'— FhODUCTREVISED z."'1.0Yf"gwith tha Fjofida 25-112" 12.147 1+C2+1 2 1+C 4 + 1+C2+1 1+C2+1 +C2+1 4 1+C2+1 4 I+C2+1 4, D.0din2cvft r6 NOTES: A��erft.m N. 28' 13.397 1+C2+1 2 I+C2+1 a I+C2+1 14 1+C2+1 4 I+C3+1 14 I+C2+1 2 1+C2+1 13 I+G2+1 14 I+C2+1 14 1+C2+1 41 1)FRAME DIMENSIONS ARE SUCK Exp rat on Oatc 36' 17.397- I+C2+1 2 I+C2+1 3 1+132+1 4 1+C3+1 4 1+r_3+1 14 I+C2+1 2 1+C2+1 3 1+C2+1 14 1+C2+1 4 1+C2+1 4 WIDTH AND BUCK HEIGHT(SEE nv —- SHEETS 3-4).SASH SIZE IS AS PER THE 42" 20.397 1+C2+1 2 1+C2+1 3 I+C2+1 4 1+C3+1 4 1+C3+1 4 I+C2+1 2 1+C2+1 3 I+C2+1 14 1+C2+1 4 1+C2+1 4 FIGURES ON SHEETS 6-o. 48" 23.397 1+C2+1 2 I+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 I+C2+1 2 I+C2+1 3 I+C2+1 4 1+C2+1 4 1+C2+1 4 2)FOR SIZES NOT SHOWN,ROUND F- P 60* 29,397 2+C2+2 2 2+C2+2 3 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 TO THE NEXT AVAILABLE WIDTH R!!__ 4 "W ry 36,897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C_3+2 4 2+C3+2 4 2+C2+2 .2 2+C21 1 3 2+C2+2- I I — HEIGHT DIMENSION SHOWN ON THE �+2 7 TABLE. Anchor Group B Anchor Group D 3)SEE SHEET 9 FOR A GUIDE TO USING -f+C2+1 141 1+C2+1 14 1+C2+1 111 1+C2+1 121 I+C2+1 F3 C2+1 4 1+C2+1 14 1+C2+1 14 < 25-1/2" 12.147 I+C2+1 '2 1+C2+1 T3 4 THESE TABLES. z - - U) 28* 13.397 1+G2+1 2 I+C2+1 13 1+C2+1 141 I+C2+1 4 1+C2+1 14 I+C2+1 121 I+C2+1 3 1+02+1 14 1+C2+1 14 I+C2+1 14 4ri/4-1/2-114-AND-1/3-1/3-14- Ur) 3: INDICATE THAT THOSE STANDARD LU 36' IT397 I+C2+1 2 1+C2+1 a 1+C2+1 4 1+C2+1 4 1+C2+1 14 1+C2+1 2 I+C2+1 3 I+C2+1 4 1+C2+1 14 I+C2+1 4 > �5 0 b SASH CONFIGURATIONS FALL WITHIN C:) (0 1 42" 20.397 1+C2+1 2 C:) 7+C2+11 3 I+C2+1 4 1+C2+1 4 1+C2+1 14 I+C2+1 2 i+C2+1 3 1+ 2+1 4 1+C2+1 4 1+_Cj+—1 -4 THE SASH WIDTH RANGE IN THE 0 - . m _7 - ADJACENT COLUMN.'CUSTOM* -'4- . 48" 23,397 1+C2+1 2 1+132+1 3 1+C2+1 4 I+C2+1 4 i+C2+1 14 I+C2+1 2 I+C2+1 3 1+L, 1+C2+1 4 1+G2+1 4 INDICATES THAT NO STANDARD SASH 3: C2+1 > V -14 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 7 "I'lo"T'ONS FALL WITHIN -1 60' 29,397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 •'2+C2+2 THE 0 RANGE + + 0 _j U_ LL 4 �2+4C2+2 4 2+C2+2 41 z • Lo co vmwc 0 75' 35.897 2+C2+2 122+g122 3_ 2+C2+2 4 2+C2+2 .4 2+C2+2 144 2+C2+2 2 _�+C2+2 3r2+C2+2 N TABLE 16. W 2 10 Lu SEE TABLE 10 FOR DESIGN PRESSURE r 5 X 0 X S2 6 (f) F- m 0 Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. < 2-4 Spacing for cl�Z 1.- 01 _72"He! W 0 Sash 30"Hc 72"Height 30"Height 1 36-Height LL Width — - F Height "Integral-Fin" Head He. I _j -01 1-01 Head 1-01 Head E I Hoed I Head Head Head Head E E E IE Relinf,Level on) E Head Head Head d &Sill a Sill Sill &SI &Sill &Sill &Sill a Sill S 111 1. &Sill Anchor Group F F_ 0 R4 Sill 11 -9 1 ID z 111145 Anchor Group A Anchor Group C < U) 3.1" D < F- 25-1/Z' 12.147 1+C2+1 2 I+C2+1 3 1+C2+1. 4 1+C3+1 4 1�+C3+1 5 1+C4+1 5 z IU 20" 13.397 1+C2+1 12 1+C2+1 3 1+C3+1 4 I+C3+1 4 I+C3+1 5 I+C4+1 5 < tY 9 . 0 0 C�- 3V 17.397 I+C2+1 2 1+C2+1 3 I+C3+1 4 I+C4+1 4 I+C4+1 5 I+C4+1 5 0 N E Head 'EQ A AM 42" 20.397 Not Allowed [if Lr) 1+C2+1 2 I+C2+1 3 I+C3+1 4 1+C4+1 4 I+C4+1 5 1+G4+1 5 tf z 0 48- 23.397 1+C2+1 2 I+C3+1 3 1+C4+1 4 1+G4+1 4 I+C4+1 5 I+C4+1 5 9 r 60" 29.397 2+C2+2 2 2+C3+2 3, 2+C4+2 4 2+C4+2 4 2+C4+2 6 2+C4+2 5 1 - 75" 36.897 2+C2+2 2 2+C3+2 13 2+C4+2 141 2+134+2 14, 2+C4+2 151 2+C4 Anchor Group B Anchor Group D 25-112" 12.147 1+C2+ 2 1+G2+1 3 1+C2+1 4 1+C3+1 4 I+C3+1 5 1+C4+1 5 1+C2+1 2 +C2+1 3 I+C2+1 4 I+C3+1 4 I+C3+1 5 I+C4+1 5 28" 13.397 I+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 15 I+C2+1 2 1+C2+1 3 1+C3+i 41 I+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+ 2+ I+C 36" 17.397 rl+EC2+1 2 I+C2+1 3 I+C3+1 4 I+C4+1 4 I+C4+1 5 I+C4+1 5 I+C2+1 2 I+C2+1 3 I+C3+1 4 I+C4+1 4 1+C4+1 5 I+C4+1 5 42" 20,397 1+C2+1 2 I+C2+1 3 I+C3+1 4 I+C4+1 4 I+C4+1 6 1+C4+1 5 I+C2+1 2 1+C2+1 3 I+C3+1 4 1+C4+1 4 I+C4+1 5 I+C4+1 5 ItifJ 6 48" 23.397 1+C2+1 2 I+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 J+C4+1 4 1+C4+1 4 1+C4+1 5 I+C4+1 5 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 6 2+C4+2 6 75" 36.897 2+C2+2 2 2+C3+2 3 2+C4+2 141 2+C4+2 4 -2+C4+2 51 2+C4+2 6 2+C2+2 121 2+C34 3 2+C4+2 4 2+C4+2 14, 2+C4+2 15 +C4+2 5 A.LYNN MILLER P.E. SEE TABLE 11 FOR DESIGN PRESSURE TABLE 17: Goes Type Anchor Quantities for XOX Windows 1 Sash PRODUCTREVESED Sash 24'Height 30"Helghl 36"Heighl 4B"He1gh1 54"Height 83"Height 24"Heighl 30"Height 3B"Height 48"Height 64'Height B3'Height ns rnm 8 v Widitr piriv dlh tha flari4.1 ConiguraUon pan o n a is .o ea a a a a a .p Bnil+ihrg Cod, R.Int Level 9 �) Heed&SIII Head&Sill Head&SIII Heed&SIII Heed&SIII Haod&SIII FN Hond&Slll Head&SIII Head&SIII Head&Sill Head&SIII Head&SIII Anrxplenra No t(p' R3 Expiration t Anchor Group A Anchor Group C 35-114" Y-Y% 11,391-11.391 1+C2+0+CZ+1 2 1+C2+0+C2+1 2 1+C240+C2+i 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+14 S+C2+0+C2+i 2 1+C2+0+C2+1 2 1+C2+0+G2+1 3 i+C2+0+C2+t 4 i+C2+0+C2+i 4 2+(32+0+(32+1 - MI_" ndc PtSX1d,t E 38" Y%-Y 12.308-12.308 1+C2+O+C2+1 2 1+C2+0+(32+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+14 7+q+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C3+0+C3+1 4 45-118" Y4-Ya-Y4 11.391-13.397 1+02+04(32+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+q+0+C3+1 4 1+02+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+C3+1 4 Y,-Y-Y 13,398-14.663 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+C3+1 4 1+C3+0+C3+14 1+C3+0+q+1 4 i+CZ+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+q+1 4 1+C3+0+C3+i Y-Y,Y. 11.381-12.297 1+C2+0+C2+1 2 1+C2+O+C2+1 2 t+C2+0+C2+1 3 1+C3+0+q+1 4 1+C3+0+C3+1 4 1+q+0+C3+1 4 I+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+1)+q+1 4 1+q+0+C3+1 4 1+C3+0+03+1 4 > 4T-314" a Y-Y-Y 12.288-15.558 5+C2+0+02+1 2 1+C2+0+C2+i 2 1+C2+0+C2+1 3 1+C3+D+C3+1 4 1+C3+0+C3+1 4 1+q+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 t+C3+0+03+1 4 zCustom 11.391-12.016 1+C2+2+CZ+1 2 1+CZ+24C2+1 2 1+CZ+2+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 S+C2+1402+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 i+C2+i+CZ+1 4 Y s 52-118" Y-Y% 12.017-13.397 1+C2+O+C2+1 2 1+C2+0+C2+1 2 I+q+O+G3+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+q+0+C3+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+q+0+C3+1 3 1+C3+D+q+1 4 1+q+0+C3+1 4 1+C3+0+C3+1 4 U)Uj m Y-Y-Y 13.398-17.010 1+C2+0+C2+1 2 I+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 i+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 q 1+C3+0+C3+1 q W ` Custom 11,381-13.397 t+C2+2+C2+1 2 i+C2+2+CZ+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+q+2+q+1 4 t+q+1+C3+1 4 1+CZ+2+C2+12 1+C2+2+C2+1 2 1+C2+2+C2+1 3 I+C2+1+C2+1 4 1+C3+1+q+1 4 1+C3+1+03+1 4 O+ O O. 80" Y.-Y,-Y. 13,398-15.380 t+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+14C3+1 4 1+q+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C3+1+q+1 4 1+q+1+03+1 4 1+C3+t+03+1 4 O alag O Y-Ya-Y 15.381-19.841 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+q+1 4 i+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C3+0+C3+1 3 4+C3+0+C3+1 4 1+C3+0+C3+1 4 i+C3+#q+1 4 >-r- n u7 76" I-Y-Y 17"141-19.110 1+C2+2+C2+1 2 14C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+q+2+C3+1 4 1+C2+24(32+i 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+q+1+q+t 4 1+C3+1+C3+1 4 O It �8 W Y-/-/ 19,111-24.641 1+C2+0+C2+1 2 1+q+0+C3+1 2 1+q+0+C3+1 3 1+C3+0+C3+1 4 1+C440+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+O+C3+1 3 1+C3+O+g41 4 1+C4+0+C4+1 4 1+C4+0+C4+4 4 O LL LL 86° Y3-y3-y3 27.641-32.518 2+C2+2+C2+2 212+C242+02+21212-C2-2+C2+2 3 2+C3+2+C3+2 4 1+C342+C3+1 4 1+q+2+q+1 4 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+02+2+02+1-311+q+t+q+i d t+q+ltq+1 4 t+q+l+C3+1 4 S W r r Custom 32.517-39.841 2+C2+0+C2+2 2 2+q+0+C3+2 2 2+C3+0+C3+2 3 2+C310+C3+ 4 2+03+0+q+2 4 2+q+0+C3+2 4 2+C2+D+C2+2 2 2+q+0+C3+2 2 2+C3+O+C34 3 2+q+0+C3+2 4 2+C3+0+q+ 4 2+C3+0+C3+2 4 W O m 4 `10 T W z 9M0 120' -39.641 2+C2+2+C2+2 Z 3+C2+2+C2+31212+C2+2+C2+3 3 2+C3+2+C3+2 4 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+(32+2+C2+2 3 2+C3+2+03+2 4 2+C3+2+q+2 4 2+C3+2+C3t2 4 p IZ Y �_Y m 1r) Anchor Group B Anchor Group D - r- O O Q r 35.1(4" Y,-%-Y, 11.391-11.391 1+C2+0+C2+1 2 14(32+0+C2+1 2 1+62+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1141+r-3+0+C3+1 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+(32+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+i 4 7+C2+O+G2+1 4 1+C2*O+C2+1 4 W LL 36" Y,%-Y3 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+11+C3+0+C3+1 4 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+O+CZ+d A 1+C2+0+C2+1 4 1+C3+0+C3+1 4 J J 46-116' Tj+-'/y-j 11.391-13.397 1+02+6+(32+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+gtO+q+1 4 1+03+D+q+11+q+O+C3+i'4 t+C2t0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+q+1 4 7+q40+C3+1 4 1+C3+O+C3+1 4 � f- tJ Y,%-Ye 13.398-14.603 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+11+q+0+C3+1 4 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+q+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 ® Q I SS 47-314" Y-Y-3" 11.391=12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 14C3+O+q+t 4 1+C3+0+C3+1 1+C3+0+C3+1 4 i+C2+D+C2+1 2 i+C2+0+C2+1 2 1+02+0+C2+1 3 1+C3+0+C3+1 4 1+q+0+q+1 4 t+C3+0+q+1 4 7) < i-- Y-Y3-Y 12,298-15.556 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+03+1 4 1+C2+0+02+1 2 t+C2+0+C2+1 2 1+C2+DtC2+1 3 1+03+0+C3+1 4 1+q40+C3+1 4 1+C3+0+C3+1 4I- ZCustom 11.391-12.010 1+02+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 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+02+1 4 1+C2+1+C2+1 4 a Z ato�g LLO o 52-118' Y.-Y,-Y412.017.13.397 1+C2+0+C2+1 2 1+02+0+02+1 2 1+C3+D+C3+1 3 1+C3+0+C3+1 4 t+C3+0+C3+1 4 1+C3+0+C3+1141+C2+24-C2+1 i+02+O+6241 2 1+C2+D+C2+1 2 1+C3+O+q+1 3 1+q+D+q+1 4 i+C3+0+C3+1 4 t+q+0+C3+1 4 O � N m' Y,-%-Y, 13.398-17XIS 1+C2+O+C2+1 2 t+C2+0+C2+1 2 1+q+g+q+1 3 1+C3+0+q+1 4 1+C3+0+C3+1 4 1+q+0+C3+11+C2+0+C2+1 2 1+02+0+C2+1 2 1+C3+D+C3+1 3 1+C3+0+C3+1 4 1+C3+0+C3+i 4 1+q+0+q+1 4 V U-)Cuslom 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+q+1+C3+1 4 1+C3+4+C3+1 1+C2+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 ti ZQ BP /Y-Y 13,398-15.360 1+C2+1+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+i+q+1 4 1+q+1+C3+1 4 1+C3+i+C3+1 1+C2+1+C2+1 2 1+CZ+1+C2+1 2 1+02+1+C2+1 3 1+C3+1+q+1 4 1+q+1+q+1 4 1+C3+1+C3+1 4 = 7i att?t 'sag roues 15.361-19.641 4+C2+0+02+1 2 1+C2+O+C2+1 2 1+q+0+q+1 3 1+C3+O+c3+1 4 1+C3+0+C3+1 4 1+C3+0+q+1 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C3+D+C3+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 - Y%% 17.141-19.110 1+C2+2+C2+i 2 1+C2+2-+02+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 2 1+C2+2+02+1 2 f+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+C3+itC3+1 4Y-Y-Y 19,111-24.641 1+C2+0+C2+1 2/+C3+0+C3+1 2 1+q+0+C3+13 1+C3+O+C3+i 4 1+C4+O+C4+1 4 1+C4+O+C4+1 1+02+0+C2+1 2 1+C3+0+q+1 2 1+C3+0+03.+1 3 1+q+0+C3+1 4 1+C4+04C4+1 4 1+C4+0+C4+1 4 Y-Y Y 27.841-32.516 2+C2+2+C2+2 2 2+C2+2+C2+2 2 1+C2+2+C2+2 3 1+qr2+q+1 4 1+q+4+q+1 4 1+q+1+03+1 4 14(32+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+C3+4+q41 4 1+q+1+C3+1 4 1+C3+1+C3+1 4 i 98" Custom 32,517-36.641 2+C2+0+C2+2 2 2+C3+p+gt2 Z 2+q+D+C3+2 3 2+C3+0+C3+2 4 2+C3+0+C3+2 4 2+C3+0+03+2 A 2+C2+0+C2+2 2 2+C3+O+C3+2 2 2+C3+0+q+2 3 2+C3+0+C3+2 4 2+C3+0+q+2 4 2+C3+0+C3+ 4 120" Y_Y_Y *+ -39.841 2+C2+2+C2+2 2 2+C2+2+02+2 2 2+C2+2+C2+2 3 2+C3+2+q+2 4 2+C3+2+C3+2 4 Z+C3+2+q+2 4 2+C2+2+02+2 2 2+C2+2+C2+2 2 2+C2+2+C24 21 3 2+C3+2+C342 412+C3+27IC34-2412+C3+2+C3+21 4 1 WINDOW WIDTH-40.72 SEE TABLE 6 FOR DESIGN PRESSURE // MIN.SASH S17E= b ' 2 S NOTES: �� •L: Max.Anchor O.C. Anchor Ano or 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. Group E Group F !%.'fI_,'•. -:: Spacing for"Integral_ P F 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE, -,.-S_i'•,:;^;:;;:i•'�;, 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, Fin"installation 2.3" A" 4)"114.1/2-114"AND-1/3-113-1/3'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, A. ILLER,P.E. P,E.458705 TABLE 16: Glass Types Anchor Quantities for XOX Windows _ 2-4 Sash Sash 2d`}�tght 30"Hstght 3('Haight 48'Height 54"Height 63-Height 24"Height 30"Height 30'Neight 48"Height 54"Height 63"Height Conrlgumum Width a a a a a a a Retnf Levet Range 1}n) Head&SfII Head&Sill Head&Sill m Head&Sill Head&Sill Head&sill ,� Head&SillP1 Il P1 N Head&Sill Head&Sill Heed&SID Head&Sill Head•& R3 Anchor Group A - Anchor Group C 36-114" %-%-% 11.391-11.391 1+C2+#C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 I+C2+#C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+#C2+1 3 1+CZ+#C2+1 4 1+C2+0+CZ+i-0 T+C2+O+tom+1 q PRODUCT REVISED 38' A-'/s-'/a 12.308-!2308 t+C2+#C2+1 2 t+C2+#C2+1 2 1+C2+#C2+1 3 1+C2-0+C2+1 4 1+C2+#C2+1 4 t+p+#C3+t 4 t+C2+0+C2+1 2 t+C2+0+C2+1 2 1+C2+0+C2+13 t+C2+0+G2+1 4 1+C2+0+C2+1 4 1+C3+0+p+1 4 uesmplybut-Lh fbe Flcrldu '1,-Y2-Y. 11.391-13.397 }+C2+0+C2+1 2 1+C2+0-C2+1 2 1+C2+0+C2+1 3 1+p+0+C3+1 4 1+p+0+C3+1 4 l+C4+0+C4+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 Hp+0+C3+1 4 1+C4+0+C4+1 4 Duiid'nrs CUJa 45-118" Avraptoocrs IVo -C? Y,l-)S 73.3@$-14.883 1+CZ+#C2+1 2 1+C2+0+C2+1 2 1+CZ+#C2+i 3 1+p+p+p+1 4 1+q+p+C3+1 4 1+p+0+C3+T 4 1+C2+0+C2+1 2 t+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+q+1 4 1+q+O+C3+1 4 1*q+#q+t 4 Expl"n-Oste• 473/4' %-%-Y.- 11.391-12.291 i+C2+#C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 I+p+O+q+i 4 1+q+0+q+1 4 1+C4+0+G4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+i 4 1+C4+#C4+1 4 BY Y-%A 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+#C2+1 3 1+C3+0+C3+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+4 3 1+p+0+p+1 4 1+C3+0+Ca+1 4 1+C3+0+C3+1 4 &tiara Dadr-Froetnet Custom 11.391-12016 1+C2+#C2+1 2 i+C2+0-C2+1 2 1+C3+#p+1 3 t+C3+#p+1 4 1+G4+0+04+1 4 1+C4+0,C4+1 4 T+C2+O+C2+1 2 1+C2+0+C2+7 2 f+C3+0+p+1 3 i+C3+0+G3+1 4 1+C4+0+C4+1 4 t+C4+0+01+1 4 52-1l8' %-h% 12017-13,397 1+C2+#C2+1 2 1+C2+#C2+1 211+C3+o+C3 3 1+q*0+p+1 4 1+C4+#C4+1 q i+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+#C2+1 2 1+q+0+q+1 3 1+p+0+C3+1 4 1+G4+0+C4+1 4 1+C4+0+C4+1 4 ti .- yi-yr-Y 113.396-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 Z 1+q+0+C3+1 3 1+C3+0+C3+1 4 1+C4+#C4+1 4 1+C4+0+C4+1 4 1+C2+#C2+1 2 T+C2+#C2+1 2 1+C3+0+q+1 3 1+q+#q+i 4 1+C4+0+C4+T 4 1+C4+#04+1 4 x ry Custom 11.391-13.397 t+C2+2+C2+1 2 t+C2+2+C2+1 2 }+G2+2+C2+/ 3 f+p+2+p+! 4 1+C3+2+p+1 4 t+p+2+C3+T 4 i+G2+2+C2+i 2 t+G2+2+C2+1 2 1+C2+2+G2+1 3 t+q+2+q+t 4 t+q+2+q+1 4 t+q+t+q+t 4 A 60" %-%-+y, 13.398-15,360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 l+q+2+C3+1 4 1+C3+2+p+1 4 1+q+2+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+q+1 4 1+C3+1+C3+1 4 I+C3+1+q+1 4 a Y.-Y.-Y3 15.361-19.641 1+C2+#C2+T 2 T+C2+0+C2+1 2 1+q+#p+1 3 1+01+0+04+t 4 1+G4+#C4+1 4 1+C4+0+G4+1 4 I+C2+0+C2+1 2 1+C2+#C2+t 2 t+p+p+p+1 3 I-C-00+04+1 4 i+C4+0+C4+1 4 I+C4+#C4+1 4 10 Q Custom 11.391-13.397 t+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C3+4+q+1 4 1+C3+3+q+1 4 1+C2+2+C2+1 2 i+C2+2+C2+1 2 1+C2+3+G2+1 3 1+q+3+p+1 4 1+C3+3+C3+1 4 1+q+2+C3+1 4 Cf) 75" )+.y-% 13.390-19.110 I+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+3+q+1 4 1+C3+3+C3+! 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+i 4 I+p+2+C3+1 4 1+p+2+C3+1 4 r LU 0 Y,-Y" 19.111-24.041 i+CZ+#C2+! 2 t+C3+0+q+1 2 1+p+0+p+1 3 t+G+0+C4+1 4 1+CA+O+C4+1 4 t+C4+#C4+1 4 t+C2+0+C2+1 2 1+p+0+p+1 2 i+p+0+q+i 3 t+p+0+C4+1 4 1+Cq+0+C4+1 4 1+G4+#G4+1 4 U') O Guslom 17.641.19.397 1+C2+4+C2+1 2 1+C2+4+C2+i 2 1+C2+4+C2+1 3 1+p+4+q+1 4 1+C3+4+C3+1 4 1+q+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+p+1 4 1+q+2+C3+1 4 W O o etas O 96" Y-Y% 19.396-24.360 1+C2+3+C2+1 2 i+C2+4+C2+1 2 1+C2+4+CZ+1 3 I+p+4+C3*1 4 1+G3+4+q+1 4 1+G3+3+p+1 4 1+C2+2+C2+I 2 l+C2+3+C2+i 2 l+C2+3+C2+1 3 T+C3+3+q+i 4 1+q+3+q+}4 l+q+2+p+1 4 }h 1:1, � -Y-:✓ 24.381-31.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+p+3+p+2 4 1+C3+2+q+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 p 120" )"-�- 29.641-32.615 2+C2+4+C2+2 2 2+C2+4+C2+ 2 2+C2+4+C2+2 3 2+C3+4+p+ 4 2+q+4+C3+2 4 2+q+3+C3+2 q 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2*q+3+p+Z 4 2+q+2+q+Z 4 O ty1 ,J o r"40/0 Ys-Y.-Y, 3251$-3@.641 2+C2+3+C2+2 2 3+C2+4+C2+3 2 3+G2+4+G2+3 3 2+q+4+C3+2 4 2+C3+3+q+2 4 2+C3+2+p+2 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+p+3+p+ 4 2+C3+2+p+2 4 2+q+2*p+2 4 z Lo 140" Custom " -39.841 2+C2+4+C2+2 2 3+C2+4+C2+3 2 2+C2+4+C2+3 3 2+p+4+q+2 q 2+C3+4+C3+2 4 2+C3+3+q+2 4 2+02+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+G3+3+C3+2 4 2+p+3+C3+2 4 2+p+2+p+2 4 U fwj X L9 6 U) r Anchor Group B - Anchor Group D U, 003 p v J DMO 36-1/4' },-y% 1L391-11.39! 1+C2+#C2+i 2 1+C2+0+C2+1 2 1+C2+0+C2+f 3 /+C2+0+C2+! 4 1+C2+#C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2*1 2 1+C2+0*G2+1 2 1*C2*0+C2+1 3 f+C2+0+C2N 4 1+C2+0+C2+1 4 /+C2+0+C2+1 4 0} Q Y v= M Z Ll3 O 38" yr-%% 12.308-12.308 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 I+C2+0+C2+1 4 I+C3+0+C3+1 4 1+C2+0-CZ+1 2 1+C2+0-+C2+1 2 1+C2+0+C2+1 3 1+C2+0+CZ+1 4 1+C2+0+C2+1 4 1+q+0+q+1 4 o2� D-Z LL 45.1!8' Y4-Y,-Y. 11.39t-13.397 i+C2+0+C2+i 2 i+C2+0+C2+I 2 1+02+0+C2+1 3 1+p+0+q+1 4 1+C3+0+q+14 1+C4+0+04+1 4 I+G2+0+C2+1 2 f+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+q+1 4 f+C3+0+p+1 4 1+C4+0+C4+1 4 } J O 13.398.14.663 1+C2+#C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 I+p+0,+p+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+C3+0+C3+1 4 1+C3+0+p+1 4 }- J N ''/a--%% 11.391-12.297 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+p+0+C3+1 4 1+C3+0*q+1 4 1+C4+0+C4+1 4 1+C2+#C2+1 Z 1+C2+0+C2+1 2 1+C2+0+C2+1 31+p+0+C3+1 4 1+C3+D+p+1 4 1+Cit+#O4+I 4 m ~ O 47.3!4' z of 1aag5 -j-% 12.298-15.556 1+C2+0+02+1 2 I+02+0+C2+1 2 T+C2+0+C2+1 3 1+p+0+p+1 4 1+G3+0+C3+i 4 1+C3+0+p+i 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+#C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 m Custom 11.391-12.016 1+C2+#C2+1 2 1+C2+0+C2+1 2 1+C3+p+p+1 3 1+C3+0+q+1 4 1+C1+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+#C4+1 4 Q 62.1/8' %-�-Y 12.017-13.397 1+C2+O+C2+1 2 1+C2+0+CZ+1 2 1+q+0+C3+1 3 1+C3+0+q+1 4 1+C4+#C4+1 4 1+C4+0+C4+1 4 l+C2+0+C2+12 i+C2+0+G2+4 2 4+p+0+q+1 3 l+p+0+C3+t 4 f+C4+0+C4+1 4 1+Cit+#C4+1 4 ~ ataS �6 -'_. 13.398-17.018 1+C2+O+C2+1 2 1+C2+#C2+1 2 1+q+0+p+1 3 1+q+0+C3+1 4 1+C4+#C4+i 4 1+C4+0+C4+7 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+p+0+C3+1 3 1+C3+0+q+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 Z a p O 7E - Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 I+C2+2+C2+1 3 I+C3+2+C3+1 4 1+C3+2+C3+1 4 I+q+2+C3+1 4 1+C2+1+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 t+C3+1+C3+1 4 O = N m $0' %..Y,% 13.348-15.360 S+C2+1+G2+1 2 1+G2+2+C2+1 2 1+C2+2+C2*1 3 1+p+2+q+1 4 1+p+1+C3+1 4 1+C3+1+q+14 1+C2+1+C2+1 2 1+C2+1+C2+1 2 taC2+1+C2+1 3 1+q+1+p+1 4 1+C3+1+q+1 4 1+C3+1+q+1 4 U 0� to %-%-% 15.361-19.641 1+C2+0+C2+1 2 1+C2+01+C2+1 2 1+q+0+q+1 3 1+G1+0+C4+1 4 1+C4+0+C4+1 4 1+C4+0+04+1 4 1+C2+o+C2+1 2 1+C2+0+C2+1 2 1+C3+0+q+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 v z O Custom 11.391-13.397 /+C2+2+C2+1 2 1+C2+3+C2+1 2 l+C2+3+C2+1 3 1+C3+3+q+1 4 1+p+3+C3+i 4 1+p+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 t+p+3+C3+1 4 t+p+2+C3+1 4 1+p+2+C3+1 4 a4 a o sa S 75' j.y,-+/, 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+12 1+C2+3+C2+1 3 1+q+3+p+1 4 1+p+2+C3+1 4 1+C3+2+p+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+q+1 4 i+C3+2+C3+1 4 Yj%-'y$i 19.111-24.041 1+C2+0+C2+1 2 1+G3+#C3+1 2 1+q+0+q+1 3 1+C4+O+C4+1 4 1+C4+0+C4+1 4 1+C4+0+C4+14 1+C2+0+C2+1 2 1+p+0+C3+1 2 1+C3+0+C3+1 3 1+G4+0+C4+1 4 1+C4+0+C4+1 4 t+C4+#C4+1 4 Custom 17.041-19,397 1+C2+3+C2+1 2 I+C2+3+C2+12 1+C2+3+C2+t 3 1+p+3+p+1 4 1+q+3+C3+1 4 t+p+3+p+14 I+C2+2+C2+12 1+C2+3+C2+i 2 1+C2+3+C2+1 3 4+q+3+q+1 4 1+q+3+q+1 4 1+q+2+q+1 4 96" %%% 18.398-24.360 1+C2*3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+q*3*C3+1 4 1+p+3+C3+1 4 1+C3*2+p+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+q+3+C3+1 4 1+C3+2*q+i q 1+C3+2+p+1 q '`� '• �• "�( Y,-Y,-Y, 24.361-31.641 t+C2+2+C2+1 2 2+C2+2*C2+2 2 2+C2+3+C2+2 3 1+q+2+C3+1 4 T+G3+2+C3+1 4 I+q+2.03+f 4 i+C2+2+C2+1 2 t+C2+2+C2+t 2 T+G2+2+C2+1 3 1+q+2+p+t 4 1+p+2+p+1 4 1+q+t+p*t q 120' -��-f 29.841-32.57$ 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+p+3+q+2 q 2+p+3+q+ 4 2+q+2+C3+ 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+q+3+q+2 4 2+q+2+q+2 4 2+G3+2+p+2 4 -yrya 32.516-39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+p+3+C3+2 4 2+q+2+C3+2 4 2+p+2+q+2 4 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+Z 3 2+q+2+q+2 4 2+p+2+p+2 q 2+C3+2+q+2 4 140' Custom - -39.641 2+C2+3+C2+2 2 2+C2+3+G2+2 2 2+C2+3+C2+2 3 2+p+3+p+ 4 2+C3+3+C3+2 4,2+q+2+q+2 4 2*C2+2+02+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+q+3+q*2 4 2+q+2+q+2 4 2+C3+2+q+2 4 NOTES: SEE TABLE 9 FOR DESIGN PRESSURE .- 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. t';t.:'� .:.- AnchorM31 WINDOW WIDTH-60.72 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT{SEE SHEETS 3-4),SASH SIZE IS AS PER THE FIGURE.x.Anchor O.C.Spacing far EMIM.SASH SRE= 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. I irr ,"Integral 4)"114-112-114"AND"1/3-113-113"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LVNI�MILLER,P,E. j IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.g 50705 TABLE 19: Giese Type. Anchor Quantities forXOX Windows 2-4 Sash Sash 24'Height 30'Height 36"Height AS'Hight 64'Height 63'Height 24°Height 3O"Height 36"Height 48"Neigh! 54"Height 83"Height Configuration Width a Raint Level Ranga M) Head&Set � Head&$19 Head&$111 Head&Siff Head&Sill Head 8 SIB Head 8 Sill Head&SiA Heed&SAI Heed&SIII Head&SIBjil Head&SIII R4 N1 P1 Anchor Group A Anchor Group C 35-114- Y-Y-Y 11,391-11.391 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+CZ+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 4 PRODUCT REVISED 38' Y,-Y-Y 112.308-12.308 i+CZ+O+C2+1 2 1+C2+0+C2+12 1402+O+C2+1 3 1+C3+0+C3+1 4 f+C3+0+C3+1 4 1+C3+0+C3+1 41 as-.P7ying with the Noll* 45-1/8' Y-Y-Y 11.391-13.387 1+C2+0+C2+121+C2+0+C2+1 21+C3+0+C3+131+C4+0+C4+141+C4+D+C4+14 1+G4+0+C4+14 Acangcod. 16.o14�J Y,-Y,-Y, 13.398 714.603 14.683 1+02+0+C2+1 2 t+C2+O+C2+1 2 i+C3+0+C3+1 3 t+C3+0+C3+1 4 1+C3+0+C3+1 4 t+C3+0+C3+1 4 P ,..lD EzPimrinn Dat x0 47 14' Y-Y-Y 11.391.112117 S+C2+0+C2+1 2 1+D3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+CA+0+01+1 4 1+C4+0+C4+1 4 B Y- -''/a 12.296-15.558 1+C2+0+C2+1 2 l+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 y Pdtamt ede Pro leai Goa Custom 11.397-52.018 t+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+0+03+1 3 1+04+0+C4+1 4 1+C5+0+C5+1 4 1+C5+0+C5+1 4 52-118" Y.-%-Y4 12A17-13.397 1+C2W+C2+i 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+64+D+C7+1 4 1+05+O+C5+1 4 1+CS+O+C5+1 4 Y,-Y.-% 13.396-17.010 1+C2+0+C2+1 2 1+C3+0+C3+1 2 i+C3+0+C3+S 3 1+G4+0+C4+1 4 1+r4+0+C4+1 4 t+C4+0+C4+1 4 a Custom 11.391-13.397 t*C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+03+1 3 1+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 BO" Y.-Y,-Y, 13,398-16.360 Not Allowed S+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+C4+2+C4+1 4 1+01+2+C4+1 4 1+C4+2+C4+1 4 a Y-Y-Y 15.361-19.641 1+C2+0+02+1 2 1+C3+O+C3+1 2 1+C4+0+01+1 3 1+C5+O+C5+1 4 1+C5+0+C5+1 4 1+C5+0+C5+1 4 tIJ Y Q Custom 11.391-13.397 1+C2+3+G2+1 2 7+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C4+4+G4+1 4 1+C4+3+C4+1 4 1+C4+3+G4+1 4 5 (n .+xa 75" Y-Yx-Y 13,396-19.110 1+CZ+2+62+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C4+3+C{+1 4 S+G4+3+04+1 4 i+C7+2+04+1 4 r r.. Ya-)S-y 19,i11-24.641uj i+C3+0+C3+1 2 1+C4+0+C4+1 2 I+G4+O+Ci+1 3 7+C5+0+CS+1 4 1+C5-0+C5-t 4 1+CS+O+C5+1 4 > U O FX O {n Custom 17.647-18.397 t+C2+3+C2+1 2 1+G2+4+C2+1 2 1+C3+4+C3+1 3 1+CA+4*C4+1 4 S+C4+4+C4+1 4 i+C4*3+CA+1 4 O Be, Y-*fa-Y 19.396-24.38q 1+C2+3+C2+1 2 t+G2+3+C2+t 2 of l+C3+drG3+1 3 1+C4+4+C4+1 4 1+C4+3+C7+1 4 1*C4+3+C4+1 4 >-h a• e1a0 Y-Y-''/a 24.361-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C4+3+C4+2 4 7+C4+2+C4+1 4 1+C4+2+C4+1 4 co Ny 120 Y-yi% 29.641-32.515 2+CZ+3+C2+2 2 2+C2+4+C2+2 2 2+C3+4+C3+2 3 2+C4+4+C4+2 4 2+0144+C1+2 4 2+G4+3+CA+2 4 MJ m T Y,-Y.-Y, 32.518-39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+r-3+4+C3+2 3 2+C4+3+C4+2 4 2+04+3+C4+2 4 2«C4+2+C4+2 4 Z LL u)u- coo 1-10 140" Custom "" -39.641 2+C2+3+C2+2 2 2+CZ+4+C2+2 2 2+C3+4+C3+2 3 2+C4+4+C4+2 4 2+C4+3+C4+ 4 Z+C4+3+C4+2 4 U X S2 d U) Anchor Group B Anchor Group D W Z m m O -j 'MO i 35•!14• '�-Y-Y #1.391-11.391 I*C2+0+02+1 Z i+C2+6+C2+i 2 1+G2+4+C2+1 3 i+0250+C2+1 4 1+C2+0+62+1 4 #+C2+0+02+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+CZ+1 q 1+C2+O+C2+1 A r-j CO Z U7 38" Y% -Y 12,308-12.308 1+C2+0+C2+1 2 1+C2+0+ fl <r Q r r -/+a C2+1 2 1+C2+0+C2+1 3 1+03*O+C3+1 4 1*C3+O+C3+1 4 1+C3*0+0341 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1�3 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C3+O+C3+1 4 r Z t1 Z Y4-y2-y4 11.391-13.387 1+C2+0+C2+1 2 t+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C4+0+C4+1 4 i+C4+0+C4+t 4 1+C4+0+04+1 4 I-C2+O+C2+1 2 1+C2+0+C2+S 2 i+C3+0+C3+1 3 f+C4+0+C4+t 4 1+04+O+C4+1 4 S+C4+O+C4+1 4 W LL Y 45.118' 02+1 2 1+C3+0+ J Q %-Y,-Y, 13.398-1-0.683 1+CZ+0+C2+1 2 1+C2+O+ C3+1 3 1+C3+0+G3+t 4 1+C3+0+03+1 4 1+03+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+G3+0+C3+1 4 1+C3*0+C3«1 4 J M Y4-y,-Y. 11,391.12.297 1+C2+0+C2«1 2 i+C3+0+C3+i 2 1+03+0+C3+1 3 i+C4+0+C4+1 4 1+04+0+C4+1 4 t+C4+0+C4+1 4 t+C2+O+C2+i 2 S+C3+0+C3+1 2 t+C3+0+C3+1 3 t+C4+0+C4+1 4 1+C4+0+C4+1 4 #+C4+0+C7+1 4 ro 0 47-314' Z �^ 7xxV5 Y%-Y 12.296j-15.556 S+C2«O C2+1 2 1+C3+0+q+1 2 1+C3 0+03+1 3 f+C3+0+03+1 4 i+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 1+63+0+C3+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+G3+0+C3+1 4 1+C3+O+C3+1 4 @Q U Custom 11.391-12.018 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+D+C4+1 4 1+CS+O+C5+1 4 1+CS+O+0541 4 1+C2+0+C2+1 2 1+C3+0+C3+1 12 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+CS+O+CS+1 4 1+C5+0+C5+1 4 ::) Q 52-1/8' Y.-ya-Y 12.017-13.397 1+C2+0+C2+1 2 i+C3+O+O+f 2 1+C3+O+C3+# 3 1+C4+D+C4+1 4 t+C6+0+C5+t 4 1+C5+0+C6+1 4 1+C2+O+C2+1 2 1+C3+0+C3+t 2 1+G3+0+C3+1 3 1+C4+O+C4+1 4 S+CS+O+C5+1 4 i+CS+O+CS+1 4 Z .raa$ 13.396-17.016 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1.C3+0+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C+0+G4+1 4 1+04+0+04+1 4 LL O Z O Custom 11.391-13.397 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+C4+2+C4+1 4 1+C4+2+C4+# 4 #+C4+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 S+C3+2+C3+1 3 1+C4+2+C4+1 4 1+C4+2+04+1 411-04+2+C4+1141 O = N d. m 60" Y-y-%% 13,398-15.380 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+C4+2+C4+1 4 1+04+2+04+1 4 1+04+2+C4+1 4 I-C2«2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+G3+1 3 1+04+2+C1+1 4 1+04+2+C4+1 4 1+C4+t+C4+1 4 w U -'Y-Ya 15.361-19.641 7+C2+0+C2+1 2 1+C3+0+C3+1 2 1«C4+0+C4+1 3 1+CS+O+C5+1 d 5+C5+0+CS+1 A I+C5+0+C5+1 4 1+C2+0+C2+1 2 i+C3+0+C3+1 2 1+C4+0+C4+i 3 1+C5+O+C5+1 4 1+C5+0+C5+1 4 1+C5+0+C5+1 A U Q _ Custom 11,381-13.397 1+02+3+C2+1 2 f+C2+3+C2+1 2 i*C3+4+63+1 3 1+C4+4+C4+i 4 1+0#+4*C4+# 4 1+C4+3+G4+1 4 S+C2+2+C2+1 2 1+C2+3+C2+1 21+C3+3+C3+1 3 t+C4+3+C4+1 4 1+C4+3+CA+i 4 f+C4+3+rA+1 4 xtN1 •as>xp saax5 75" Y-Y-Y 13.398-19.110 t+C2+3+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+2+C4+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C3+3+G3+1 3 1+C4+3+C4+1 4 1+G4+3+C4+1 4 1+C4+2+C4+1 4 Y,-Y,-Y. 1g,111-24.641 1+C3+0+C3+1 2 1+C4+0+C4+1 2 1+C4+0+C4+1 3 1+CS+O+C5+1 4 1+C5+0405+1 4 1+CS+O+C5+1 4 1+C3+0+03+1 2 1+C4+0+C4+1 2 l+C4+0+C4+1 3 1+C5+0+CS+t 4 1+O5+0+C5+1 4 #+C6+O+G5+1 4 .;/r.. Custom 17.1141-10.397 1+C2+3+C2+1 2 1+C2+4«C2+1 2 1+C3+4+C3+1 3 1+C4+5+C4+1 4 1+C4+4+C4+1 4 #+C4+4+C4+1 4 1+C2+3+C2+1 2 i+C2+3+C2+1 2 7+C3+4+03+1 3 7+C4+4+C4+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 '•�1 ' '' '• BB" Y,-Y-Y 19.398-24.360 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1+C3+4+C3+1 3 1+04+4+C4+1 4 1+C4+4+04+1 4 1+C4+3+C4+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+# 3 1+C4+4+G4+1 4 1+G4+3+C4+1 4 1+C4+3+C7+1 t......,.,,'• '.`•. •. Y,-Y,-Y, 24.381-31.845 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+G4+3+C4+2 4 2+D4«3+C4+2 4 1+C4+2+C4+1 4 2+CZ+2+C2+2 2 2+C2+2+C2+2 2 2+C3+3+C3+2 3 2+C4+3+04+2 4 1+C7+2+C4+t 4 5+04+2+Cq+! 4 j 12T Y..--Y-Y+ 29.841-32.515 2+C2+3+C2+2 2 2+02*4+C2+2 2 2+C3+4+C3+2 3 2+C4+5+04+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+C3+4+C3*2 3 2+C4+4+C4+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 ;; I Y Y-Y 32.516-38.641 2+C2+3+C2+2 2 2+C2+4+C2+2 2 3+C3+4+03+2 3 2+C4+4+C4+2 A 2*C4+3+C4+2 4 2+04+3+C4+2 4 2+C2+3+C2+2 2 2+C2+3+CZ+2 2 2+C3+3+C3+2 3 2+Ct+3+C4+2 d 2+Cd+3+CA+2 41 2+C4+2+Cd+2 d r ! 140' Custom "" -39.641 2+C2+3+C2+2 2 2+C2+4+C2+2 2 3+C3+4+C3+2 3 2+04+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+G442 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+4+C3+2 3 2+COOC4+2 4 2+C4+3+C4+ 4 2+C4+3«C4+2 4 J - NOTES: SEE TABLE 12 FOR DESIGN PRESSURE '�•r;•'. .111 t 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE, ;;n„�'"• •'' i Anehar WINDOW WIDTH-60.72 3 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Max.Anchor O.C.Spacing for GroUD F "MW.SASH SIZE= 2 4)-114-1/2-114"AND-113-1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE �r' I "tnteBrat-Ftn"tn6taltatt6n 2 5" IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LFPS E MILLER,RE. P.E.t!86705 j TABLE 20: 13111 of Material # Part# Description Material 3,500" 3.500" 3.500" 3.600" - - [-- .062. .062- .062- 1 620121 Frame Head,Sill and Jambs-.1-Channel PVC PVC 2 620122 Frame Head,Sill and Jambs-Flange PVC 3 620123 Frame Head,Sill and Jambs-Fin PVC 4 620124 Frame Head,Sill and Jambs-Equal Leg 2.446" 2.445' 2,446' Z445" 13 620172 Anti-l-Ift Insert/Trim Cover PVC, 14 620131 Fixed eetInq Rail PVC 16 620129 CD 16 620158 Trqck Insert 6083 TIB At CD Sash Rail(Sides, &Bottom) PVC FIN FRAME EQUAL LEG FRAME -F063 T6 Al FRAME HEAD,SILL HEAD,SILL& 19 620156 Pull Rail interlock 625" J-CHANNEL •625" FLANGE FRAME HEAD,SILL a HEAD,SILL& 20 620144 Pull Rail Interlock Cover PVC T- &JAMSS JAMBS JAMBS JAMBS 21 820160 Light Sash Relnfbrcoment 6063 T6 AT F11 F1 FP I L F-T tplr-�O�� 0 J CHANNEL FRAME F�A..HEAD,S1 (D&JANI.. '1 0 J�A. 22 620151 Standard Sash Reinforcement 6063 TS At 1.641. 23 620162 HD Sash RaInforcemant 6083 TB At 24 620163 Standard Meeting Roll Reinforcement 6005 TS Al 1607" Ott t.437^ E 25 620154 HID Meeting Roll Reinforcement 6006 T6 Al 2.100' 2e 820165 H.D.Hortz.Roller Meeting Ralf Reinforcement 6006 T6 At 772" Dss .376* 2.176" 20 811544 Weatherstrip,.187'x.270"Fin Pile .020* �M+l 29 81719 Weathamtrip, lBr,x.220"Poly Pile .006" 060" .690" .070* .0501 471" 30 #8 X 1"Ph.PH SOS(Irterioc:R Mounting Screw) 410 SS 1,231- 1=0- �-- T-- f 31 78)C312PPA #8 x 3-1/2"Ph.PH SMS(Fixed Meeting Rail Screw) 410 SS ANTI-LIFT INSERT FIXE TRACK SASH RAIL LIFT RAIL LIFT RAIL 6063 T6 A[ 69TR nii 0 G RAIL 816 8 K20 32 71689SP Meeting Rail Screw Support Plate MEETING INSERT INTERLOCK INTERLOCK COVER 33 720210 Weep Hole COWT PVC 34 720187Installation Screw Hole Plug PVC .3111" 37 720197 Auto Lock 0 Steel .300" .060"1 39 720199 Sweep Lock Cost Zinc 39 720198 Auto Lock Cover Assembly Cost Zinc 40 #6 x 1-118"Ph.PH SOS(Auto and Sweep Lock Screw) SS STANDARD 41 72020D Auto and Swoop Lock Keeper Cast znc 73 IG BEAD EXTRUDED ROLLED n2l LIGHT SASH 42 76)G4PPA #6x 31W PH.PH SOS(Keeper Screw) SCREEN FRAME kZ�)SCREEN FRAME REINFORCEMENTn. SASH SS - REINFORCEMENT 43 7812FPTX #Bx 112'FPH,TEK SS 44 Lsaclstlle Top Corner Key Nylon 070" 1.182" 46 Leadstile Bottom ComerKeyNylon 01. - 46 Lockstile Top Comer Key Nylon 37(r ��1136" i4- .094' 77- Lockstile Bottom Comer Key Nylon .810" .1 .791- 1,041' • 48 720204 Wheel Nylon .15 1.331- .130, y �z .164' PVC HO SASH 1.340* ----1 1.340" [-- 73 620136 I.G.Bead STANDARD HO MEETING HO MR MEETING 74 Backbedding,GE 7700 or Dow 791 Silicone REINFORCEMENT MEETING RAIL n2r, RAIL RAIL PRODUCT REVISED 76 71884/5 Setting Block(7/8"x Z'x 1/8"),86 5 duro. EPOM REINFORCEMENT REINFORCEMENT FIREINFORCEMENT w complying with am Floddn. BoildiCod 80 81011 Roll-formed Screen Alum A.Mp�nr= 81 61012 Extruded Screen Frame Alum R-I.ed By, Dot.: R 111omlin Dac , - .... *Wa 82 Extruded Screen Spreader Bar Alum "it :: By Screen Comer Key 03 47042W with Pull Ring PVC; R.W.Od Bj- Data: Nvo.j ode Pr--et Con Ni 47041 W/CKGLB Screen Comer Key No Pull Ring PVC 65 7CASPM Tension Spring SS jn Drown ar 66 61816C48 IScreen Cloth Fiberglass i WINDOW EXTRUSIONS&BOM J ROSOWSKI creen Spline(Machine/Hand Rolled) Vinyl 87 611136f61614 140"S CA 6 1070 TECHNOLOGY DRIVE nu.. Dote: HORIZONTAL ROLLER-NI 05/1511 a:",- N.VENICE, FL.34275 NOTES: P 0 BOX 1529 NOW&IS; FL 34274 sh-L. Yfiq A I L,��Rj; 2)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE, CERT, OF RUTH. #29296 HR-5410 J'NTS 140F15 170-HR6410 I)IT5MS#5.12.17,18,27.35,36&,49-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. k'f TABLE 21: 16 SASH ' •ASSEMBLY Egress Lock BIII of Materiel - MITERED FRAME WITH DETAILS O # Part Description Materiel 44 1 INTERIOR AND EXTERIOR >< 100 7MC7024 Multi-Pant Lock Operator Cest enc FRAME WELDS 05 1 42 O loll 73340 10peralor mounting Plate Steel ' 16 102 72015 1multipoint Lock Keeper Aluminum 31 103 720214 Muillpoint Lock Guide Nylon 46 ATTACHED TO 104 220217-221 Tie Bar Length Varles) Stainless Steel EXTERIOR SASH RAIL 32 105 71024X12HFX#10 x 1/2"HH MS Stainless Steel 1 106 78X1FPAX #e.x 1"Pfi.FH SMS Stainless Steel 73 X4 107 78X75FPTX #8 x 3/4"Ph.FH SDS Stainless Steel I ATTACHEDTO 103 30 FRAME JAMB EGRESSLOCK t6 DETAILS 37 40 (NOT TO SCALE 39 - 08 83 ORO 87 OPT.AUTO LOCK • VRUUUCT f1SVI5C-D 45 Y0ATTACHED "e camplyi"6 wiW the FlMiJa i TO 1leildieg bide FRAME JAMB1U6 Atte•Pi0R0"NO 1(0-� s fB 48 mW"Dae 42 j O 10t Nil D"de Profilcl' � 16 107 ez 14 OPT. 73 36 102 X4 40 i 41 r EPLOCK ®• ATTACHED TO 42 1 FRAME JAMB 80 O 1070 TECHNOLOGY DRIVE OR 6115 7t0 N.VENICE, FL 34275 MITERED FRAME WITH 1 INTERIOR AND EXTERIOR t00 (941)-480-1600 FRAME WELDS CERT. OF AUTH. #29296 SCREEN R--d 65' Dote: Revblon: ASSEMBLY -R.vreed By: Dare: Re felon: DETAILS . 33 � � .• ; .`� Deeodptlom. Drawn By: 63 OR 84 CC-Z— EXPLODED WINDOW VIEW J ROSOWSKI EXTERIOR FRAME (, `( (y Dore: C? ASSEMBLY !�•;: I,: DETAILS HORIZONTAL ROLLER-NI 05/15/15 NOTES: ® �` - � ° Sedv/Modeh Scole: Sheet• Omwin4 No. Rev: 1)GLASS AND SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ••A.LY,.NN MIII':ER1 P:E. HR-5410 NTS 15 OF 15 MD-HR5410-01 A 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. F.E:'NdaY06 ' 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6-8.