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HomeMy WebLinkAboutProduct Approval (2) 9/30/2016 Florida Building Code Online a T,: r BCIS Home Log In User Registration ( Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff f BCIS Site Map Links Search Rodda Product Approval :USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL242-R20 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 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.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 03/15/2016 Date Validated 03/22/2016 Date Pending FBC Approval Date Approved 03/22/2016 Date Revised 09/07/2016 https:/Ifloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7xgPPaiMYtX5xTYajGo%3d 1/4 9/30/2016 Florida Building Code Online Other:Please see the Miami-Dade County Notice of FL242 R20 II 15-0528.23 M.Ddf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. 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.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R20 11 13-1125.03 MI.Ddf Acceptance(NCA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.9 HR-5410(Non-Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 15-0903.1l.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R20 II 15-0903.11.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 FQ42 R20 C CAC 15-0903.10.Ddf 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 R20 II 15-0903.10.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: 242.11 SGD-2500 Window(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 15-0609.09 WDW.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R20 II 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 Independent Third Party: information. 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 15-1013.16.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/12/2020 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R20 II 15-1013.16.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: 8ad< tmext Contact Us::2601 Blair Stone Road.Tallahassee R.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 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 mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(l),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: ® cGla�k https://floridabuilding.org/pr/pr_appdU.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7x9PPaiMYtX5xTYajGo%3d 314 M IAM I-@ADE MIAMI-DADS COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 130ARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) -tvww.miamidade.Qov/economv PGT Industries,Inc. 1070 Technology Drive North Venice,FL N275 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 tlue 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 cone. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"HR-5510"PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-HR5510-01 titled"Horizontal Roller-LM",sheets 1 through 18 of 18,dated 05/15115,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Lupact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of(lie 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 steal l be available f6r inspection at the job site at the request of the Building Official. This NOA 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.15-0903.10 GIAM;1 j Expiration Date: September 24,2020 f #q11 $ Approval Date: September 24,2015 Page I PGT Industiries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. 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. 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 FSC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51' Edition (2.014),dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 ManuelV- O3.10 .E. Product Controer NOA No. Expiration Date: September 24,2020 Approval Date: September 24,2015 E-1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "ButaciteO PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc..for their "SentryGlas® (CIear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of confot7nance, complying with FBC-5t" Edition(2014), dated August 28, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest,dated August 28, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 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. G. OTHERS 1. None. Manuel re ,P.E. Product Contr 1 E. miner NOA No. -0903.10 Expiration Date: September 24,2020 Approval Date: September 24,2015 E-2 I DESIGN PRESSURE RATING IMPACTRATING 2-5 ANCHORS,SEE VARIES PER REINFORCEMENT LARGE&SMALL MISSILE CLUSTER DETAILS SHEET 5 2-314'MAX.D.C. 1-114* EE SHEETS LEVEL,SEE SHEETS 6-8 IMPACT RESISTANT 8*MAX. 0,SEE MAX. S D.SEE 2-5 ANCHORS,SEE CLUSTER SHEETS 9-16 SHEET4 DETAILS SHEETS 8.04 MAX.04- ...... 8"MAX. MAX.0.0. ' A.SEE f---Z 10*MAX.. '_._..—._._._..r.------ C.SEE —-- ---------------- '77-1-71 SHEET 3 SHEFT31 ID'MAX. t HEET4j T— SHEET3 EQUALLY IB* SPACED MAX D.C. 72' 72* MAX MAX EQUALLY or TABLES 1-27 BUCK BUCK SPACED MAX. ANCHORS PER ANCHORSPER BUCK 7 HEIGHT SEE HEIGHT TABLES 17-71 j HEIGHT SHEETS 9.16 L ) 15.67* 1 x 0 x 0 x 0 x MAX.D.C. B'MAX. &'MAX. MESILL SEE SILL .. . . . . . . . DETAILS, AX. DETAILS, 4'O.C. 3-MAX WsFpjioLE D.C. WEEPHOLEJ E O.C.i SHEFT4 • W.M.-.1L. 4'O.C.BFTWEEN SHEETS BETWEEN DETAILS, 3"MAX. OIL, HOLES WEEPHOLES D SHEET3 WEEPHOLES 75'MAX.BUCK WIDTH 75-MAX.BUCKWIDTH 14U`MAX.BUCK WIDTH ELEVATION FOR TYP,EQUAL LEG FRAME ELEVATION FOR TYP,FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ), 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED 3)FOR MASONRY APPLICATIONS IN MIAMI-DAOE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-10 THICK ARE TO BE CONSIDERED IX 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.(ADR). 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.................................i SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, FRAME,GLASS&ANCHOR 6)114-MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS.............................2 7)DESIGN PRESSURES: I INSTALLATION.FLANGE& A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. EQUAL LEGIBOX................3 M POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 334/3%STRESS INCREASE HAS NOT BEEN USED IN &J-CHANNEL 4 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS GLAZING DETAILS........................5 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DESIGN PRESSURES-----" 0)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES........... 9.16 10)REFERENCES:TEST REPORTS FTL-e072,8073&e074,ELCO ULTRACON NOA-,ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA,ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER EXTRUSION PROFILES&BOM--17 SHADES OF CAP COATED PVC EXTRUSION NOA!S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI1AF8,PA NDS 8,ALUMINUM DESIGN MANUAL IASSEMBLY.....-........................18 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. — 4ppmved as tomplylas with lb. USER INSTRUCTIONS: mride fdt C .001, 1)DETERMINE THE SITE SPECIFIC.WINDOW OPENINUS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. N.I.110d.1d.11 Coetnsl 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE.GLAZING OPTION FROM(TABLE 1)AND VY—Nlv— R.Vlsed Date. Rovidm .......�flee' REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING APPROPRIATE TABLE. ROVI-al Date. itelblow T OBTAINED INSTEP 1.USE INDEX TABLE SON SHEET STO HELP FINDTHEAPPROP OPENING V%CENSI� TABLES 6-16(SHEETS").IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OFF 3)DETERMI NE THE MOST,SUITABLE ANCHOR GRO UP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATI ON N0.58705 CONDITIONS Dosalplion: I I own fiba 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9-16),VERIFY THE ANCHORISUBSTRATE WILL MEET IREMENTS FROM THIS SHEET -7 rj ::4�t J ROSOWSKI REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3.AND THAT ALL MIN.REOU 17 GENERAL NOTES&ELEVATION SET ARE MET. 1 - S fi TE F 40 5)INSTALL AS PER SHEET 3 FOR FLANGEIEOUAL LEG INSTALLATION ME 1070 TECHNOLOGY DRIVE 170. Date: USE TABLE 4 ON SHEET 2 TO F IND THE APPROPRIATE DETAILS. • N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 P.O. B-OX 1529 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J•CHANNEL,FLANGE, NOKOMIS, FL 34274 scalm—Sheat: Its. TION OR SHEET 4 FOR INTEGRAL FINJJ-CHANNEL INSTALLATION. INTEGRAL FIN OR EQUAL LEGIBOX),SEE FIGURE 8 ON SHF-ET 72 A L VINER,P.E. CERT. OF AUTH. #29296 HR-5610 NTS 1 OF 18 Droving TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Description(Listed from Exterior to Interior) Frame Cities Type Types Options Installation ltlonr 8ubstrato Option Detail Sheat 5 7/8'Laminated I.G.:11W A Exterior Cap+7/16'Air Space+5116"Laminated;(2)Liles of 1/8"A Glass with.090"PVB Intedayer v (see Fig B) (see Table 1) 6 7/8"Laminated I.G.:1/e"T Exterior Cap+7/16"Air Space+5/16'Laminated;(2)Llies of 1/8"A Glass with.090'PVB Intedayer Through the ....Into 2X Wood Frome/Buckstrip-sheet 4,option 6 7 718"Laminated I.G.:31161 A Exterior Cap+318"Air Space+6116'Laminated;(2)Lites of 118"A Glass with.090"PVB Intedayer J-Channel1 4 Integral tin..._. ....Into Metal-sheet 4,option 8 8 7/8'Laminated LG.:3116'T Exterior Cap+318"Air Space+5/16'Laminated;(2)Lites of 1/8"A Glass with.090'PVB Intedayer (at) Through the frame....Into 2X Wood Frame/Buckeldp-sheet 4,option 6 10 7/e"Laminated I.G.:1/8°T Exterior Gap+7/18'Air Space+5/16"Laminated;(2)Liles of 118`H Glass with.090"SG Intedof tha window...... ....into Metal-sheet 4,option 7ayer Into 2XWaod Frame/Buckstrip-sheet 3,option 1 11 718"Laminated I.G.:3/16"A Exterior Cap+318"Air Space+5/16"Laminated;(2)Utes of 1181 H Glass with.090'SG Interlayer Flange Through the Creme....into Conomte1CMU-sheet 3,option 2 12 7/8"Laminated I.G.:3/16'T Extedor.Cap+318"Air Space+511 S'Laminated;(2)Lites of 1/8"H Glass with.090'SG Intedayer (rte) 1-4 of the wWOw.,....,,,,through 1XSuckship Into Conerele/CMU-sheet 3 ion 3 14 7/8'Laminated I.G.:1/8'T Exterior Cap+5/16'Air Space+7/16"Laminated;(2)Utes of 3/16"A Glass With.09D"SG Intedayer Into Metal-sheet 3,option 4 15 718'Laminated I.G.:3116"A Exterior Cap+1/4"Air Space+7116"Laminated;(2)Utes of 3116"A Glass with.090"SG Intedayer Tluough the Into 2XWood FramelSuckstrip-sheet 4,ap9on 5 Integral Fin Integral 1in...... ...-into Motel"sheat 4,option 8 16 7/8'Laminated I.G.:3116"T Exterior Cap+114"Air Space+7116'Laminated;(2)Lites of 3116"A Glass with.090"SG Intedayer {q3) 1-4 Through the... ....Into Me Woad sheet 4,o ueketrip-sheet d,option e EE SHEET 6,TABLE 5 FOR LAZI GIDESIGN PRESSUREIANCHORAGE INDEX. ofthe wltxiow...... _Into Metal-sheet 4,option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5.7,11&15 .,.,into 2X Wood Freme/Suckohip-sheet 3,option 1 MAY NOT BE USED IN THE Bo%! Group Anchor Substrate Min Edge Min' HVHZABOVE3D'- Equat•Leg 1_qEllvoughfhekerne....intoCarscrelelCMU-aheaf3,option2 Distance Embedment• { ) ndow...... „„through iXBuckstrip II to Concrete/CMU-shoot 3.Option 3 P.T.Sou em P ne(SG= . ) 16” 1 MIN.OF 3 THREADS Into Metal-sheet 3,option 4 #10 SMS ' _ a• `" BEYOND THE METAL or 410 S.S.) Steal Stud,A653 Gr.331 3/B" 0.0451'(18 Ga.) SUBSTRATE.FOR FIGURE B:FRAME TYPES A (steel,18.8 S.S. Steel, 3J$°Aluminum,6063-T5` 3J8' O.— STEEL STUDS, 'A'=ANNEALED'H'.D50' MIN.Fu=45 KSI& =HEAT STRENGTHENED P.T.Southern Pine(SG=0.55) 7/16" 1-3/8' MIN.Fy=33 KSL 'T"=TEMPERED 3/18"steel Uitmcon Concrete(min.2.85 ksl) 1" 13/8" PVB'=.O9D•BUTACITE0IPV3 "UNGROUTED CMU" 2 0 4 BY KURARAY AMERICA,INC. Ungrouted CMU,{ASTM G90) 2-112` 1-114 VALUES MAY BE P.T.Soulhem Pine(SG=0.55) 9116" I-W USED FOR GROUTED '$G'=.090'SENTRYGLASO #l,IM Steel,A36• 3/$' 0,050' CMU APPLICATIONS. BOX OR INTERLAYER BY KURARAY B (steel,0 S.S.S. Steel Stud,A653 Gr.33• 318° 0.0451' 1B Ga. FLANGE EQUAL- AMERICA,INC. Or 41D S.S.} ( ) INSTALLATION'NOTES SEE SHEETS 3&4 FOR ILLUSTRATIONS: LEG Aluminum,6063•T6• 318" 0.063" Concrete(min.2.85 ksl) 1' 1.3x4• 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON G V4"steel'UltraCOn Ungrouled CMU,(ASTM C-90) 2-112" 1-1/4" TABLES 2&3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE 114"steel Cretefiex Concrete(min.3.35 ksl) 1' 1314" USED ON ANY SIDE OF THE WINDOW. 1/4"steel Ullracon Concrete(min.2.85 ksi) 2-1/2' 13/4" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1° 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1412"THICK ARE TO 1 g l O 114 steel Cretellex Concrete(min.3.35 kst) 2-V2° 1-314" BE CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE 0I1grOUted CMU,(ASTM C-90) 2-112" 1-114" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD J-CHANNEL INTEGRAL D 1/41 steel Cretellex BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER.IX AND 2X FIN P.T.Southern Pirie(SG=0.55) 1" 1318" BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 114"steel Aggre-Gator Concrete(min.3.275 ksl) 1-1/2" 1731$" TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND 1/4"steel Aggre•Getor P.T.Southern Pine SG=0.55 1" INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR —Grouted CMU,(ASTM G90) 2" 2• ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. 4pproved ea complying Wilk Bx. Min.Edge Min. tvio Ida int C I Groep Anchor substrate in.Ede Embedment' 4)SEE SHEET 14 FOR OPTIONAL EGRESS LOCK DETAILS. Der. N.". E 2-1/2`x.131"Common Nall P.T.Southern Ptno(SG=0.55) 318' 2-7/18' `>>�7 LYNN I'/'/��� Rebleed By: Date: Rovulom net de Product chat 2.1/2'Ping-shank Flooding Nail P.T.Southam Pine(SG=0-55) 318" 2-7/18' `.�•t���•UrENSg.Al B7_ P.T.Southern Pine(SG=0.65) 112' 1-3/W Q Rsvraed try: Qale: Rnvratan: #10 Trusshead SMs Aluminum,6083-T5' 318" 0.050' (steel,I"S.S. Mo.55705 or 410 S.S.) Steel Stud,Gr.33' 318' 0.0451'(18 Ga.) _ ® Deecrrpt/on: Drawn or, Steel,AW 3/8' 0.050" THR AD$SEYOND = 4�l O rY= GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pine(SG=0.55) 9/16" 1-318' THE METAL ;'� l;-j I� 16 #12SMS 3 T of lij� 1070 TECHNOLOGY DRIVE 7111 pate: (steel,10-8 S.s. Aluminum,6063451 318' 0.063• SUBSTRATE.FOR I T,c� . rtortlDP.•' � � N.VENICE,R.34275 HORIZONTAL ROLLER-LM 05/15/15 Steel Stud,GG 331 3r8" 0,050' STEEL STUDS, i 'S�.''••...,,. G ti P.O.BOX 1629 at 410 S.S.) Steel,A36• 3/8' 0.050" MIN.Fu=45 KSI& /(}NAS�% NOKOMIS;FL J4274 soff"IModaL Scats; Sheet: pmMng Aa. Rn MIN.Fy=33 KSI. A.LYNN M14LBR,P.E. REN 59765 CERT. OF Al1TH, e29298 HR-5510 NTS 2 OF 18 MD-HR5510-01 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION TYP.ANCHORTYPE, INSTALLATION 21 OR 22 OR 23 ANCHORED THROUGHFRAME AN iX BUCKSTRIP INTO CONCRETE/C U. INSTALLATION EMBEDMENT AND EDGE OPTION 4 SEE INSTALLATION NOTES SHEET2 (SEE SHEETS 6-8) SEE NOTE 2,SHEET 2. OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH TYPICAL FOR ALL ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2,SHEET2. FRAME INTO METAL 'XO'OR'OX'SASH 1/4'MAX SHI EM DMENT FRAME INTO 2X WOOD 16 29 FRAME OR BUCKSTRIP. —�{ �+ 1!4'MAX.SHIM 19 18 30 28 SEE NOTE 2,SHEET 2. I I 13 20 OPERABLE 43 � EDGE EMBEDMENT 40 SASH DISTANCE FLANGE �� #10 OR 912 STEEL 37 39 - FRAME SMS(G5),SEE - SHOWN TABLE 2.SHEET 2. ❑❑ 2TYRA28 EMBED ENTAN PE, 2 �1/4'MAXSHIM ❑ FIXED 41 0 0 �� O EMBEDMENT AND 13 nI^I LITE o 1�=� I VISIBLE .• EOGs DISTANCE E PER L� - ►►►111 TABLE 2.SHEET -ii LIGHT WIDTH � � TABLE 2.SHEET 2, 72 �❑ O I' �JL J '7 O 0 85 87 DADE APPROVED MULLION, � �� I J`' 42 O Z9 FBC COMPLIANT Do l VISIBLE I _ EXTERIOR '!• ALUMINUMISTEEL FRAMING FLANGE 72 LIGHT WIDTH IIIFFFF 14 �L 4 EQUAL OR STEEL STUD.MAYBE FRAME 24 OR 25 OR 26 v LEG (1)AT MID-SPAN OF INTERLOCK VISIBLE VERTICAL OR HORIZONTAL. SHOWN FRAME 43 (1)3-111'FROM EACH SASH LIGHT FIXED SEE SUBSTRATE PROPERTIES, (SEE SHEETS 6-8)TYPICAL FOR ALL SHOWN CORNER AND(1)AT CENTER OF LITE TABLE 2,SHEET 2 'XO'OR'OX'FIXED MEETING RAIL BUCK WIDTH SASH STILES/RAILS HEIGHT (290—\ HORIZONTAL SECTION A-A(OX) 22 OR 23 BUCK 28 30 18 19 16 FORALL'XOX(SEE SHEETSBSA HPICAL HEIGHT EXTERIOR 43 OPERABLE 20 OPERABLE 43 kGH o SASH 40 - SASH _ 37-39 ❑ t l'i=;i -i 110 21 OR(22)OR(23) Q „ (SEE SHEETS 6-8) I�I L 28 _ J, TYPICAL FOR --" J- 41 FIXED �ALL SASH VISIBLE I LITE zVISIBLE LIGHTWIDTH IIIA 1�- _-)( LIGHT WIDTH fff�4781 9 FLANGEFRAME WEEP OPT. 28 SHOWN B5C�`_ o NOTCHES 80OD 42 EXTERIOR VISIBLE 3/4'X 1/4' 34 I O 1-1/4"X 1/4' I 25 O OR 26 LIGHT WIDTH II�� 72 72 14 2 (SEE SHEETS 8-8)TYPICAL FOR 4 ALL'XOX"FO(ED MEETING RAIL 33 BUCK WIDTH 1/4'MAX r � EQUAL-LEG 4ppmrn1 ae complyln6 with lEt SHIM HORIZONTAL SECTION E-E(XOX) FRAME FIoH4p 'I gc )M F7 _ INSTALLATION AS PER SECTION A-A ABOVE SHOWN Dote NOAN EOUALLE MI.. FRAME SHOWN •:'" ,•'. ��. ����\ .{ LYNN :/ Rav/aed By: Data: Revision: Mlawl0 de Ptudutt -tool INSTALLATION EMBEDMENT ���'l��N'�CL•NSFM/CIF�', Revw W. Date: Revision: try OPTION 2 �' _ ANCHORED THROUGH T� No.58705 •TY FRAME DIRECTLY INTO = 0 Description: Doren CONCRETE/CMU. I EDGEDISTANCE VISIBLE LIGHT FORMULAS -'� "�jjFLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI TYP.ANCHOR PE,EMBEDMENTAND DGE VERTICAL (EQUAL-LITE,XO&OX) U � 1070 TECHNOLOGY DRIVE Rtle: Date: 11-1 DISTANCE PER SU RATE, WIDTH:BUCK WIDTH/2-4-1/4' ��r FLORIDP \`�� N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 529 SEE TAB ,SHEET2. SECTION B-B HEIGHT:BUCK HEIGHT-7-1/4' % �CS�Onfn,-��G`� NOKOMIS,O FL34274Serles/MoOsl: Seale: sheat: Droving No. Rav: A.LYNN Mlk! R.P.E. CERT. OF AUTH. #29298 HR-5510 NTS 3 OF 18 MD-HR5510-01 P.E.#50705 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 OR 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET (SEE SHEETS 6-8) NOTE 2,SHEET2. ANCHORED THROUGH INTO METAL(INTEGRAL I TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X EMBEDMENT FINIFLANGE REMOVED) *XO"OR"OX"SASH WOOD FRAME OR BUCK- STRIP.SEE NOTE 2. 18 ' 29 SHEET 2. DIEDGE 114MAX,SH 19 16 30 STANCE 13 20 OPERABLE A 28 EDGE i-CHANNEL #100R#12STEEL 40 1 SASH c DISTANCE FRAME SHOWN SMS(G5) EE 37-39 TABLE2,SH02. i 28 TYP.ANCHOR TYPE, 41 EMBEDMENT AND 11/4"KAX.SHIM FIXED EDGE DISTANCE PER TYP,ANCHOR TYPE, FIN AND/OR LITE VISIBLE SUBSTRATE.SEE / EMBEDMENT AND EDGE FLANGE MAY BE / LIGHT WIDTH TABLE 2,SHEET 2. CE PER SUBSTRATE, REMOVED IN-FIELD 72 DISTANCE R (SCREW SHOWN) I' SEE TABLE 3,SHEET 2. 85 FIN 13 FRAME DADE APPROVED MULLION, 0 VISIBLE 4 SHOWN 29 FBC COMPLIANT 72 LIGHT WIDTH 14 EXTERIOR 3 ALUMINULVSTEEL FRAMING 24 OR 26 OR STEEL STUD,MAY BE VISIBLE FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 6-8)TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, "WOR*OX'FIXED MEETING RAIL BUCK HEIGHT TABLES 2&3,SHEET 2. INSTALLATION HORIZONTAL SECTION C-C(OX) 22 OR 23 OPTION 8 (SEE SHEETS ANCHOREDTHROUGH 29 Is TYPICAL FOR FIN INTO METAL 28 30 16 19 ALL"XOX' (FLANGE MAY BE REMOVED) SUCK EXTERIOR OPERABLE 20 OPERABLE 4 SASH HEIGHT SASH 40 SASH E! #100R#12STEEL VISIBLE SMS(GS)ISEE 21 OR 2@2 OR 23 LIGHT OPERABLEo TABLE 2,SHEET 2. PSE E SHEETS") F1E1GH7 SASH TYPICAL FORE 41 ALL SASH— 16 FIXED B6 Q q Fl HTWIDTH LIGHT WIDTH PT. "BIBLE LITE VISIBLE 45 47 80 81 EEP 2987 85 _TL NOTCHES 29 SHOWN 0 314'X114" 42 EXTERIOR 1.114'X 114* 3 @)R 26 GGHT VISIBLE WIDTH 72 14 J-CHANNEL (SEE SHEETS 6-8)TYPICAL FOR FRAME 15 ALL"XOX'FIXED MEETING RAIL I SHOWN 33 — BUCK WIDTH 1/4" HORIZONTAL SECTION F-F(Xgn 4ppmvtd u tomplying with lbk• SHIM @((I))AT I.-SlAN 01 INTERLOCK FkAds IdIn '64.oor.; a INSTALLATI PER SECTION D-D ABOVE I 3-lr2*FROM EACH SASH ",�%AS FIN FRAME �xx it/" .0 SHOWN CORNER AND(1)AT CENTER OF V'4 L Rovl..d gy. Date: M ml Products hw TYP.ANCHOR TY SASH STILES/RAILS Rawslon: PE K EMBEDMENT A'46 EDGE DISTANCE EDGE DISTANCE PER ' * Revised Dr. Dote. Ravi.I.R. SUBSTRATE,SEE SEE Z No.68705 TABLE 3,SHEET 2. EMBEDMENT _t5Description: Waxn or. VISIBLE LIGHT GHT FORMULAS LT ri 15 17j:: J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 STA E or .-*Wi*' (EQUAL-LITE.XO&OX) p I,.-* " 1070 TECHNOLOGY DRIVE ritim '-. WRIV .•. Data: ANCHORED THROUGH INTEGRAL FIN SECTION D-D WIDTH:BUCK WIDTH/2-4-1141 r _\' ." N.VENICE, FIL 34275 HORIZONTAL ROLLER-LM 05/115/15 INTO 2X WOOD FRAME OR SUCK- ':> STRIP.SEE NOTE 2,SHEET 2. HEIGHT:BUCK HEIGHT-7.114" P.O. BOX 1529 H NAli- \\ 111110- NOKOMIS.*FL.34274 _rs__fe-_ Sheet: Omxtnq No. Rar A.LYNN MILLER P.E. - P.E.#58W CERT. OF AUTH. #29296 HR-5510 NTS 4 OF 18 MD-HR5510-01 4'MAX.O.C. 7/8•NO7/B'NOM.--� }-�— —r� 7/8'NOM. —� 7/8'NOM. �+-- — � M. � --�-{ �+— 5/16"A/A PVBLCAJ /16"A/A PVB I I 5/16"A/A PVB — 5/16"A/A PVB 7/16"AIR SPACE /16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 1/8"A GLASS1/8"T GLASS 3/16"A GLASS 3116"T GLASS (LI EXTERIORa EXTERIOR a EXTERIOR a EXTERIOR 5-ANCHOR CLUSTER DETAIL DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER ORPERSPACER OR SUPERSPACER OR SUPERSPACER OR a•MAX.O.C. r— CARDINAL SPACERDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 I7/8'NOM. 718'NOM. 7/B'NOM. �--• 7/8'NOM. — �--• 5/16"H/H SG 5/16"H/H SG 5/16"H/H SG . I 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 318"AIR SPACE 5/16"AIR SPACE 4-ANCHOR CLUSTER DETAIL 1/8"T GLASS 3/16"A GLASS--N3116'T GLASS 1/8"T GLASS a a a a t. EXTERIOR EXTERIOR EXTERIOR EXTERIOR 4•MAX.O.C. —�-1 I — DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER j� y GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 7/8•NOM. I+ 7/8'NOM. 1/2'NOM.GLASS 3-ANCHOR CLUSTER DETAIL 7B R 77 R 78 SITE TYP. 7/16"A/ASG 7/18"NASG 72 74 1/4"AIR SPACE 1/4"AIR SPACE 4 MAX.O.C. ���,.I EXTERIOR 4•MIN.O.C. I I � 3/16"A GLASS 3/16"T GLASS 28 a EXTERIOR a EXTERIOR 29 75 DURASEAL, DURASEAL, 29 SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER �pprvvedwcemplpinSwllhDn 33 GLASS TYPE 15 GLASS TYPE 16 omHd nldl g c NOAp ❑�� II 7 Revised 8Y: Date: Revision: 61 sml D�e P 2-ANCHOR CLUSTER DETAIL o '\\\\\v LYNN 4// 1i,, •' '°• . .. .. ��-.•' LICENSE'•.•Q /v) Rev)sed Dy: Dote; Rev/elon: TYP.GLAZING DETAIL }`: N0.58705 1 GLASS TYPES 5.7.11 815 _ : Drann Ry: MAY NOT BE USED IN THE GLAZING NOTES: �15 ® Desorip8on:•A'=ANNEALED " 'O '. GLAZING DETAILS J ROSOWSKI HVHZ ABOVE 30'. •H'=HEAT STRENGTHENED T'=TEMPERED ; 1070 TECHNOLOGY DRIVE Title: Deter GLASS TYPES 10.12814.18 'PVB'=.090'BUTACITE®PVB BY KURARAYAMERICA.INC. LORIOA,.• \, N.VENICE. FL 34275- HORIZONTAL ROLLER WINDOW-LM 05/15/15 MAY NOT BE USED IMTH •SG'_.090•SENTRYGLAS(D INTERLAYER BY KURARAY AMERICA,INC. ���SS/ �AL�c�C N KOMIS;FL1529 1 34274 J-CHANNEL OR INTEGRAL r Sertae/Model: Seab: Sheet: Drawing No. Rer. FIN FRAMES FOR LAMINATED GLAZING COMPONENTS,SEE TABLE I,SHEET 2. Ia!L'YNN�M111LLi:R,P.E CERT. OF AUTH. #29296 HR-5510 NTS 5 OF 18 MD-HR5510-01 P.FJ!50705 TABLE 6: TABLE 7: Glass TYpes De 5-B BsXOor sure dews 5.8 rea Dei Pressure(I Design ( 2j Giaea sign b9JIt2) orXO or OX I+Vlndows Rein(Leval R1 All Buck Heights up to 64' ReInt Letel R2 All Buck Hel2hts up to 54" All Buck Widths +50/-50 A8 Buck Widths +65/-70 up to 75' up to 75' SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE O O HEADER HEADER TABLE 5: Index to All Design Pressure and Anchor QuanM Tables SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH O 21 FOR WINDOWS WITH fl p 21 Max. Max. Glass Reinf. Design Pt souse Anchor Quantity LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT U Width Haight Typo Low1 (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH T.N. 8 b s e C IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT 8 FRAME TYPES& FRAME TYPES& (( 75' 54- 2 7 0 16 B CONFIGURATIONS) {I 21 CONFIGURATIONS) II 21 63' 7 19 0 72' 4 10 8 20 10 NO 54' 1 6 a 17 9. O or 54' 2 7 8 18 8 OX 75' 83' 8.83 8 T 0 10 63' 4 118 21 it Ex7Efum SILL wR SILL 72' 10 a 20 10 a a 75' 76' 10-12 d 1 12 8 22 11 0 14-18 4 12 8 22 11 5-8 3 e 7 23 12 120" 63' 566 413 8 '24 13 SASH WIDTH SASH WIDTH XDX 765 4 id 8 25 14 140' 63' 10-12 4 15 8 28 15 14-16 4 16 8 1 27 18 MEETING RAIL 0 MEETING RAIL _ 24 25 027 21 �-- � 21 21 JAMB EnFRIOR - JAMBxrE ERIOR V v 4mmval as Complying wok ft lrlarfd aWll 8 Cx a tilflllt) NOAg ,A ReNead By. Dole: Revfalon: MIMI Aad.Pmdan 41C('_NSE •.,'P by -� V �� yt.� ReNaed By. Dots: ReNskn: No.50705 Description: Drawn or- NOTES: j.'•, In, DESIGN PRESSURE TABLES J ROSOWSKI i)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �},.. L f �!/ ' �,', 1070 TECHNOLOGY DRIVE n9e: Dala: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SHEETS 3.4).SASH SIZE IS AS PER THE FIGURE. ` N.VENICE,FL 34275 HORIZONTAL ROLLER-LM 05/15!15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. �i�Ssh".7�IA1 �;``�` P.O. BOX .34 4}'1t4•tJ2./t4'AND'tt3.1J3.1J3'1NDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH 7ttttt t I;tt�` NOKOMIS,*FL 34274 SertaefModak Scale: Shaet pmrtnp Ho. Barr RANGE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LY�J�4 MILLER,P.E. THE RANGE, P.£e58705 CERT. OF AUR1. #29296 HR-5510 NTS 6 OF 18 MD-HR5510-01 TABLES: _ 5 Sfar XOoressure(ibsR) Olaoepee g u _rOX Windows ReInt,Lowl R3 All Buck Helghle up to 63' O All Buck Wtdlha HEADER up to 76' SEE TABLE 19 FOR ANCHORAGE TABLE 9: p Gloss Types Sash Design Pressure(ibstfe)for XOX U O 22 5-6 Sash Width Wndows Rant.Lozol Configuration k Range(in) Window Butk-Height SASH R3 46" Se er HEIGHT 35.114• iS-/-y, 11.391.11,391 +50.0 1 •50.0 +50,0 -50.0 +50.0 1 •50.0 38' %-'/e-% 12.306-112.308 +50.0 -MO +50.0 50.0 +50.0 -50.0 22 %-y-Y4 11391-13.397 +50.0 -50.0 +50.0 -50,0 +50.0 50.0 451!8 Ap-, �7 %%r%. 13.398-14.683 +50.0 50.0 +50-0 50.0 +50.0 50.0 47-314" Y,%-Y. 11.391•12.297 +%G 50.0 +50.0 -500 +500 -We -y% 12.298-15.556 +50.0 -50.0 +50.0 50.0 +50-0 •50.0 e aron SILL Custom 11.391•12,016 +50.0 50.0 +50.0 -50.0 +60,0 50-0 �d 52-VS' %%l 12017-73.397 +5D.0 -50.0 +50,0 -50,0 +50.0 -%0 p %-;A-Y. 113.398-1 7.016 +50.0 500 +50,0 -50.0 +50.0 -50.0 Custom 11.391-13.397 +50.0 50.0 +50.0 50.0 +50.0 •50.0 - SASH WIDTH - 60' Y4-%.!/, 13.396-15.360 +50.0 -50,0 +50.0 50.D +50.0 .50.0 %-%-!/. 15.361-79.641 +50.0 50.0 +50.0 50.0 +50.0 .50.0 Custom 11,391-13.397 *50.0 500 +60.0 -50,0 +50.0 50-0 MEETING RAIL 75• !/4-%-y4 13.398-19.110 +50.0 5t+50.0 -50,0 «50,0 •50-019111-24.641 +50.0 550,0 r50.0 •50.0 Custom 16,380-19.397 +50.0 •550.0 +49.1• •49.1• 22 22 0 96" �_Y.� 19.388-24.360 +0.0 5500 +50.0 •50.0 JAMB kZ7sntgg Ya-%- 24.361-30.360 +50.0 50,0 +50.0 -50.0 120' %%.y -30360 +500 -550.0 +49.1• •49.1• •+501-50 FOR GLASS TYPES 6.8 SEE TABLE 23 FOR ANCHORAGE '•MIN.SASH SIZE-WINDOW WIDTH-5928 SECTION DETAIL 2 FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES 8 4ppror+d u mmpgiag nB6slit CONFIGURATIONS) Fntrwa I I C� t t10Mr� LYNN RevisedBy: gale: Revlalon: 14 a Wd�hoduN 4':• ,•.�f RaWred tTj: Data: Revhtan: 58705 Descoptlon: Drown try: NOTES: ="0:`�' 1'T is' w_z DESIGN PRESSURE TABLES J ROSOWSK! 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT T TE f y4/," 1070 TECHNOLOGY DRIVE gNa: Gate: 3)FOR SIZES NOT SHOWN,ROUND UP OTHE NEXT AVAILABLEWIDTH ORH IGHTDIMENSIONSHOWNONEE SHEETS 3-4).SASH SIZE IS AS PER THE OTHETABLE.URE. �i/ FLO529 RIO?:•••�j�1� N.VENICE,834275 HOR)ZQNTALROLLER-LM 05/15/15 4)'tt4-112-114'AND-113-it3-113'INDICATE THAT THOSE STANDARD SASH CONFIGURAHONS FALL WITHIN THE SASH WIDTH a y - � NOHOMIS,�FL7342T4 �f SartaafModak Soak: ShaeY. growing No. Rai. RANGE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A�[YNN MIL'- P.E. THE RANGE. P.E.#58705 CERT.OF AU1H. #29296 HR-5510 NTS 7 OF 18 MD-HR5510-01 TABLE 11: TABLE 12: TABLE 13: • Glsss Typle Design Pressure(Ibsd)for Gloss Types Design Pressure(Ibeltt2)for Glass Types TABLE 10: 5-8 10-12&14-1$ 5&6 sash scan Design Pressure(lbsW)for XOX Windows _ XO or OX Windows XO or OX Windows wrath ReloU teM Window each Height Rein.Lerel Window Buck Height Relnt Level OmIgure8on flange 8n) Window Buck HeIpM Glass Types Design Pressure(ibelft2) R4 48' 54" 63" R4 54• 83" 76• R4 38' 4W 54' 63' $-6 forXO or OX Wlndowa25.1(2" +850 •70.0 +65.0 -70.0 +85.0 -70.0 25-112" +85.0 •110,0 +86.0 .110.0 +65.0 -110.0 Custom 11,391-13.397 +65.0 -70.0 +65.0 -70.0 +05.0 1 -7o,0 +85.0 .65.3 Heightsp 38" +65.0 70.0 +85.0 70.0 +85 - -1 +65.0 -110.0 6T X-%-y4 13,399-15.360 +65,0 -70.0 +65.6 -70,0 +65.0 -70.0 +65.0 •70.0 AO Buck Width All Buck+50/50 l0 72' m 0 +6 5.0 -70.0 +65.0 70.0 482` +85.0 •110.0 +65.0 110.0 +e o -110.0 { 15.361-19.841 +85.0 -70.0 +65.0 -70.0 +65.0 -79.8 +85.0 -70.0 _ - BS.p 7Q.a + y up l0 75' 42' +65.0 70.0 t6 0 -110.0 Custom 11.391-13.397 +66.0 -70.0 +65.0 0.6 +63.3 .63.3 +53,2 -53.2 lb" ' 48" +85.0 •70.0 +65.0 •70.0 +65.0 .70.0 0� 48" +85.0 •110.0 +85,0 .110.0 1$5.0 -110.0 X-:-Y, 13.398-19.110 +86,0 T0,0 +85.0 70,0 +65.0 X6.5 +58,2 -662 SEE TABLE 20 FOR ANCHORAGE 60. +650 -70,0 +85.0 -70.0 +65,0 -T0.0 60" +85.0 -110.0 +65.0 •110.0 +05.0 -93.9 Y.^/e-Y4 19.111-24.641 +05.0 70.0 +65.0 -70.0 +65.0 -70.0 485,0 .66.0 75' +65.0 -70,0 +05.0 .70.0 +84.3• -84.3' 75" +65.0 1-110.0 +66.0 103.5 +65.0 .80.0 Custom 18.360-19.397 +65.0 70.0 +59,9 -0.9 +55,5 -65.5 +49,1 -49,1 `+fi51.70 FOR GLASS TYPES 6-8 SEE TABLE 22 FOR ANCHORAGE 90" Y,-Y-% 19.398-24.380 +85.0 -70.0 +621 -02.1 +50,0 N.0 +50.3 -60.3 SEE TABLE 21 FOR ANCHORAGE Ys•h-Ys 24.351-30.360 +85,0 -70.0 +85.0 407. -70.0 +65.0 3 +57.0 -67.0 TABLE 15: p t20' j. _Y+ •• -30.380 +65.0 70.0 +59.9 -19,11 +85.5 .05.5 +49.1 -49.1 Gleed rypea Design Pressure(Ibslft2)for XOX W VNDDOW WIDTH-59 28 10.12 Sash Wash SEE TABLE 24 FOR ANCHORAGE Width Windows HEADER "MIN.SASH SIZE=TABLE 2 ReInL Lswl Configuration ftd RangeRangeOn) Window Buck He Types hl Claes 46' 4" 83 T&8 sash ,h Design Pressure(ibsffe)for XOX Windows Custom 11.391-13.397 +65.0 -110.0 +65.0 -510.0 +85.0 .110,0 Relnt Level C01"...80' Y4-y,-Y, 13.398.15.360 +65.0 410.0 +65.0 -110.0 +65.0 -110.0 R4 ' Rsnge 8n} Window Buck Haight 36• 1 48" 54' 1 83• %-Y.-Y, 15.361-19.641 +65.0 -110.0 +65A -0tO.o +66.0 -1t0.o D 23 Custom 11.391-13.397 +65,0 -70A +65.0 -70.0 +850 -70.0 +8&0 -700 rb, Custom 11.391-13.397 +65.0 -110,0 +85.0 -110.0 +65.0 -110.0 80' Y,•y-y, 13.398-15.380 +65.0 •70.0 +65.0 -70,0 +65,0 •70.0 +&5.0 -70.0 75' %%_y 13.398-19.110 +05.0 -110,0 +65.0 -110.0 +65,0 -110.0 SASH r� 'h^)4-'I, 15.361-18.641 +65.0 70.0 +65.0 70.0. +85.0 70.0 +85,0 70.0 %-Ys-)s 19.111-24.641 +65.0 -110.0 +65.0 -110.0 +65,0 -110.0 HEIGHT s} Ceslam 11,391.13.397 +65,0 -70.0 +85.0 -70.0 +85.0 -70.0 +85.0 -70.0 y Custom 17.841•18.397 +85.0 •110.0 +85.0 -110.0 +85,0' -104.$' 75• �-)�-j; 13.388-19.110 +85,0 -70.8 405.0 -70.0 +65.0 70.0 +65,0 70.0 90' Y.-j,-){" 19.398-24.380 +65,0 -1f0.0 +$5.0 -110.0 +$5.0' -109.5' 0 23 Yc-Ys-Y+ 19.117.24.041 185.0 -7QA +85,0 -70.0 +65.0 •70,0 +85.0 70.0 �s-Y h 24.351-31.841 +85.0 -110,0 +05,0 g'!o! +88.0 -110.0 $ Custom 18.380-19.397 +85.0 70.0 +BSA -70.0 +65.0 -70.0 +85.0' .87.2' Y4-Y.-Y. 29.641-32.515 +65.0 -110.0 +65.0 *65.0' •104.6' 96 ;,_y,_y 19.398-24.360 +65.0 70.0 +$5.0 70.0 +650 70.Q +05.0 88.8 120' %-%-% 24.361-30.360 +65.0 •70.0 +65,0 -70.0 +65.0 -70.0 +85.0 70.0 Y-Y'/a 32.516-39.641 +e5.0 -110.0 +65.0 +65.0 -S S0.0 14V Custom •• -39.641 +65.0 -110.0 +$5.0 +86,0• -104.8' SILL 120' 1 'l,-%-Y. -30.36Q +85,0 1 70.0 1+65.0 1 70,8 1+65.0 1 To.O 1+66,0•1 417.2• '+651-110 FOR GLASS TYPES 11&12SEE TABLE 26 FOR ANCHORAGE 'r' `+651.70 FOR GLASS TYPE 8 SEE TABLE 25 FOR ANCHORAGE , "MIN.SASH SIZE=WINDOW WIDTH-60.72 0 "'MIN.SASH SIZE=WINDOW WIDTH-59.28 TABLE 18: 2 2 Glass TypesSASH WIDTH 14-1e Seah Design Pressure(Ibslft2)forXOX Sash Width Windows SECTION DETAIL ReInL Late( Canfi9umll0n Range on) Window Buck Haight o o FOR WINDOWS WITH R4 MEETING RAIL 4e• 5a" 1 63• LEVEL R4 REINFORCEMENT Custom 11.391-13.397 +65.0 -110.0 +65.0 -110,0 +65,0 •110.0 28 (REINFORCEMENTS SHOWN 80' %-%-)4. 13.396-15.364 +65.0 -110.0 +65,0 410.0 +65,0 -110.0 IN FIGURES APPLY TO ALL %-Y..% 15.361-19.641 +85.0 -110,0 +65,0 -110.0 +65.0 •110,0 23 23 FRAME TYPES& Custom 11.391-13.397 +65.0 -110.0 +85.0 -110,0 +65,0 -109.3 JAMB rxTfim6R CONFIGURATIONS) $� f•t a , 75' 9-Y.-Y4 13.398-19.110 +65.0 -110,0 +85.0 .110.01 465.0 -102.0 BPProvcdurnrap4'V¢widr%-%-A 119.111•24,641 +65.0 -110,0 +65.0 -110,0 1+65,0 -102.9 fled*uidffsCustom 17.641-19.397 +65.0 -110.0 +65.0 •110.0 +65.0 -97A Dslc 90' Y%-% 19.398-24.300 +65.0 -110.0 +65.0 •110.0 +65.0 -92.0 11 I I I I I I f Revised Or. Oats: Revision: 110.0U {•+/e.y■ 24.361-31.641 +85.0 -11(1.0 +es.0 •1fo.o +65.0 06.4 \�>>1`y(LYNN hr�r4F� )6--%-Y, 29.641-32.515 465.0 -110,0 .$s.o -foes +s6.o 64.3 \• 0, ! • crr 120' �a��.•'1,10ENSg•'•�F�p i Redsed dy: Date: Ravtelon: �� 32.516-39.641 +65,0 -110.0 +65.0 -105.0 +65.0 •80.0 Q' 140' Custom ** -39.641 *65.0 -110.0 +650 •105.0 +65.0 -60.0 - 75 No.S$705 NOTES: SEE TABLE 27 FOR ANCHORAGE _ Z 61 Oaacrtp0an: tknrrt Ap DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. grI"y"��t}p^I�1- 1070 TECHNOLOGY DRIVE 7100: Oafs: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4}.SASH SIZE IS AS PER THE FIGURE. =„��'t, 6'fA �1 F •i. 3)FOR SIZES NOT SHOWN,ROUND UP 70 THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. i'O •., F(ORIOP '\ N. ,f134275 HORIZONTALROLLER-LM 05/1rJ/1rJ <C G` P.O.p.0. BOX 1528 R)NGE IN THE AND`CENT COL INDICATE THAT THOSE STANDARD SASH CONFISTANDARD SASH CON FALL WITHIN THE SASH WIDTH ��/Sv •• j1�•, NOKOMIS,FL 34274 SMI-IMOdak 'NT Sheat: Orow7ng tk. Rer. RANGE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN //AS�f�A,(,{h-E )` THE RANGE. /4 0E_ seid�A CERT, OF AO7H. #29296 HR-5510 NTS 8 OF 18 MD-HR5510-01 TABLE 17: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor 5-8 sash Spacing for"Integral- Group E Group F Width 30"Height 38"Height 48"Height 54"Height 30"Height 38"Height 48"Height 54"Height Fin"Installation Head Head Head Head a Head 7 Head Head Head a 3.8' 4" Relnt Levet (n} E E E E E E RI &sgt &sit) &sl9 &slit &sill &silt &sill &sill GUIDE TO USING ANCHOR QUANTITY TABLES Anchor Group A Anchor Group C �vn�P.ea w�amPhloe..wn 6s 25.1/2" 12,147 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 FOR OX WINDOWS(XO SIMILAR): c 28" 13.397 1+02+1 2 1+C2+1 3 1+02+1 3 1+02+1 3 1+C2+1 2 1+C2+1 3 1+C2+1' 3 1+C2+1 3 ANCHOR QUANTITY N0eN-��� 36" 17.307 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 i+C2+1 2 1+C2+1 31 t+C2+1 3 1+C2+1 3 �PERJAMs Slfami ec)4aenO m 42" 20.397 t+C2+1 2 1+C2+1 3 1+C2+1 3 t+C2+1 3 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+i 3 2+G3+2 3 HEAD AND SILL ANCHOR QUANTITY: �- $ 48" 23,397 1+C2+1 2 t+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORS AT THE FIXED SECTION +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 80" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +(2)ANCHORSATTHESASH 75" 36.697 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 TOTAL OF 7 ANCHORS AT 7HE HEAD AND 7 ANCHORS AT THE SILL N Anchor Group B Anchor Group D 1 rc SEE ELEVATION,SHEET 28 1/2" 12.147 1+C2+1 2 1+C2+i 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+i 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION.SHEET 1 28" 13.397 1+C2+1LO 21 1+C2+1 31 1+C2+1 131 1+C2+1 3 1+C2+1 121 1+C2+1 31 1+C2+1 3 1+C2+t 3 ,/�SEE CLUSTER DETAILS,SHEET 5 L 5 •"5u x 36" 17.307 1+C2+1 2 1+C2+1 3 11+C2+1 3 11+G2+1 3 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 - - } i O c, V I_.-.- 42" 20.307 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+ —+ 2 1+C2+1 x 1+C2+1 3 1+C2+1 3 SEE ELEVATION, ix CD U) ca 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 SEE p _X SHEETI siva w Lo 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+02+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ELEVATION, — 0 (�7111 -a SHEET] �rj S 75" 36,897 2+C2+2 Z 2+C2+2 3 2+C2+2 3 Z+C2+2 3 2+C2+2 2 Z+C2+2 3 24G2+2 3 2+C2+2 3 MEETING Rat 0 CD C3 t TABLE 18: SEE TABLE B FOR DESIGN PRESSURE REPEAT ANCHOR PATTERN AT SILL y"a up UU X— (� FOR XOX WINDOWS: r z O m w g N Glass Types Anchor Quantities for XO or OX W ow o m x -1 Me ANCHOR QUANTITY �.,> 00 ,p 00 I CO 5"8 Sash „ 0 z a z m C r 30 Height 36"Height d8"Height 54"Height 30"Height 3`6"Helgh 48"Helght 4"Height PERJAMS o Width � Head E Head Head n Head a Head .n Hea HEAD AND SILL ANCHOR QUANTITY: Lij Relnf.Level Qn) E E E E E r 1+C3+2+C3+1 4 (1)ANCHOR A7 THE SASH J 0 &Sill _; &Sill - &Sill &Sill &Sill `; &Sill &Sill '; &Sill R2 g +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL O a Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION Z 12' 1"'s 25-112" 12.1147 i+C2+1 2 i+C2+1 3 1+C2+i 3 1+C2+1 3 +A CLUSTER OF(3)ANCHORS CENTERED ATTHE MEETING RAIL = J ,a +(1)ANCHOR AT THE SASH Z v 28" 13.397 1+C2+1 2 1+C2+1 3 14Cy{11+C2+1 3 TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. s 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 G2+1 3 w 0 O o m 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION.SHEET 1 = N Lo b 23.397 SEE ELEVATION,SHEET 1 V m i+C2+1 2 1+C2+1 3 1+C2+1 SEE ELEVATION,SHEET ti Z O 9.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 -I � Q x Z f• - --_I ens �ao�uas 6.897 2+C2+2 2 2+C2+2 2+C2+2 2+C2+2 3 SEE ELEVATION. AncharGroup B AnchorGrou X SHEET ����1111LYNN111J1�% SEErVM.E7T1.. L,l LYNN 41/ i 25-1/2" 12,147 1+C2+1 2 1+C2+1 3 1+G2+1 3 1+C2+1 3 1+C2+i 2 1+C2+1 3 1+C2+2 3 1+C2+1 3 ELEVATION, ����r� 4�oENSE <<fip 28" 13.397 1+C2+1 2 I+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 SHE SEE CLUSTER RAIL DETAILS, `�4 No.50705 Y 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 REPEAT ANCHOR PATTERN AT SILL SHEET5 - _ m 42" 20,397 1+C2+1 2 1+C2+i 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+i 3 1+C2+1 3 1+C2+1 3 0 48" 23.397 i+C2+1 2 1+C2+t 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 NOTES: -'O (�j_ g 1)FRAME DIMENSIONS ARE BUCK WIDTH �0•. ST, Er � ;'�, 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 Max.Anchor O.C. Anchor SASH SIZE SIZE is SHPE(R THE FIGURESON 'i�CC • "tORtO?.•�tGj`;.` 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 21 2+C2+2 13 2+C2+2 13, 2+C2+2 j 3 Spacing for"Integral- Group SHEETS SIZES NOTSHOWN,ROUND UP70 S�dPIAL ;.` SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation d" THE NEXT AVAILABLE WIDTH OR HEIGHT A.LYNN MILLER,P.E. DIMENSION SHOWN ON THE TABLE. P.Ed158745 TABLE 19: Glass Types Anchor Quantities for XO or OX Windows Mex.AnchorO.C. 5-B sash Spacing for"Integral- 30'Height 36"Height 48"Helght 54'Height 63'Height 30"Height 36'Height 48"Height 54"Height 63"Height Fin"Installation Width HeadIII Head Head E Head E Head Head E HeadItl HeadIII Head E Head Anchor Anchor Relnt Level °1 &Sill ' &SIII ' &Sill ' &SIII g &sill -10, &sill &,9111 8 SIII &SIII ftl, &SIII 10, Group E Group F R3 Anchor Group C 3.1i' W. Anchor Group A Approved ne mmpl7ing rah the 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+i 4 1+C2+i 4 R.ida I hlh,,�CuJ t DO, T 28' 13:397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 noon s p7 1 D e P'odu<l trot Y 36" 17.397 1+C2+1 2 7}C2+1 3 1+C2+i 4 1+C2+i 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 m 42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Illy- 42- 23.397 1+C2+1 2 i+C2+1 3 1+C2+i 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 C 60' 20.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 a 75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Anchor Group B Anchor Group D to 25-1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+02+1 2 i+C2+1 31 1+C2+1 4 1+C2+1 4 1+C2+1 4 Y 28' 13.397 i+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 ABa 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 i+C2+1 4 i+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 o Ocn o U 42' 20.397 1+C2+1 2 1+C2+1 3 i+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 O a!°e U) 48' 23.397 1+C2+1 2 i+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 N c N 60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 O cgi 2 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 ,4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Z LL 0 LL � oa SEE TABLE 8 FOR DESIGN PRESSURE U LLFU_ X d fn TABLE 20: F'Z m O J � JMO Anchor Quantities for XO or OX Windows Max.Anchor O.C. o� a z FF_ u_ Glass Types sash Spacing for"Integral- }}. W WO 30"Height 36"Height 48"Height 54"Height 63"Height 72"Height 30"Height 36'Height 48 Helght 54`Height 83°Helght 72'Height Fin"Installation I— J O Width Head E Head E Head E Head Head E Head E Head E Head E Head E Head E Head E Head E Anchor Anchor I^ O Relnf.Level I &SIII &SIIIIII &Sill ' &SIIIItl &SIII 0, &SIII ; &SIII ' &Sill &Sill &SIII '—,° &SIII 10, 8 Sill n Group E Group F ® Q 1B�S R4 Anchor Group A Anchor Group C 3.2" q• Q Z 25-1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 i+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 d Z ii 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+i 5 1+C2+1 5 Q p x 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+i 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+03+1 5 U lY E8 42° 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+G3+1 5 i+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 6 Z O �', 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+G3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 ¢ = S g 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 NOTES: a!1!1 •sae sa�°g 1)FRAME DIMENSIONS 75' 36.897 2+C2+2 2 2+02+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+G3+2 4 2+C4+2 5 2+C4+2 5 ARE BUCK WIDTH AND �� I,NN!!14, Anchor Group B 'Anchor Group D SHEETS BUCK HEIGHT(SEE M/((F 26-1/2" 12.147 i+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 D33++12 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 AS PERT E).SASH SIZE F GURES ON ���r.'4NCEIdSE '• Q �l 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 4 1+C2+1 4 1+C2+1 5 i+C2+1 6 SHEETS 6.8. ' No ,8705 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+G2+1 5 1+C3+1. 5 1+C2+1 2 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 2)FOR SIZES NOT SHOWN,ROUND UP TO `x:: 42° 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 THE NEXTAVAILABLE % 0 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+i 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 WIDTH OR HEIGHT ��'•. s ATE A \��;' DIMENSION SHOWN ON i .c� •.,F(_ORtO•,•''�j 80' 28.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+G3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 4 2+C3+2 4 Z+C3+2 5 2+C4+2 5 THE TABLE. 75' 313.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 4 2+G3+2 4 2+C4+2 5 2+C4+2 5 3)SEE SHEET 9FOR A SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLET;P.E. TABLES. P.E.n b8705 TABLE 21: Glass Types Anchor Quantities for XO orOX Windows Max.Anchor O.C. Anchor 5-8 Sash 3l1 Height 38"Height 48"Heighl 54"Height 83"Height 30"Height 35"Helghl 48"Height 54"Helght 63"Height Spacing for"Integral- Group F Width Head E Head E Head E Head 'a Head E Head 6 Head a Head Head Head E Fin"Installation q° Reinf.Level (i01 &Sig &Sill &Sill '; &Sill A &Sill W &Sill �; &SIII &Sill &Sill R4 •pprond a3 t°mply1°Q wN6 es Anchor Group A Anchor Group C Fl ff uNl° C°4 15 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 r o�9 t28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 �—dcrradw+l, 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 VVV 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 c 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 60" 29.397 w 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 a Anchor Group 8 Anchor Group D U Y 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 UI+C2+i 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 411+102+1 4 LO N °°a 28" 13.397 1+C2+1 2 1+C2+1 3 1+02+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 LU � O Q Y 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 o UO o 7 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 t42+C2+2 +C2+1 4 1+C2+1 4 --t °I°o 1j m 0 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 +C2+1 4 1+C2+1 4 L760" 29.397 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 O N 01MO0 = 75" 36.897 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 +C2+2 4 2+C2+2 4 z LL iO LL fO 2 SEE TABLE 11 FOR DESIGN PRESSURE U U_ X S2 ro u) TABLE 22: I-LU mO `r J -1 — GLASS TYPES O� Y J Glass Types Anchor Quantities for XO or OX Windows 10-12&14-16 MAY c d o Q CO Glass &1pes Sash NOT BE USED —z a z F u- 30"Height 36"Height 48'Helght 54'Height 63"Helght 76"Helght 30"Helght 36'Helght 48°Helght 54°Helght 83 Height 76"Height WITH J•CHANNEL } J O � OR INTEGRAL FIN I- Width Head E Head E Head E Head E Head Head Head EI'l Head Head E Head Head E Head FRAMES 't Reinf.Level i &SIII m &SIII m &SIII n &SIII m &SillIII &Sill &SIII m &SIII " &Sill n 8 SIII m &SIII m &SIII ® N Z O I„ys R4 -i - -, -, -, -, -> Anchor Group A Anchor Group C Q Z 25-1/2” 12.147 1+C2+1 2 1+C2+1 3' 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 O 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 Z °1°os 28" 13.397 O O 36" 17.397 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 0 N U in m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 u Z O 0 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 Q 2 48` 23.397 = 60" 29.397 2+C2+2 2 2+C2+2 3 2+03+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 NOTES: °01 •�s°a s°y°S 75° 38.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 1)FRAME DIMENSIONS ��+ /�� ARE BUCK WIDTH AND ��� t,Y LYry/y //, Anchor Group B Anchor Group D BUCKHEIGHT(SEE �1���• "••.4>/� 25-1/21 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 SHEETS 3.4).SASH SIZE IS y`P JCENSF•.•l�� AS PER THE FIGURES ON 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 SHEETS 6-8. _ No.58705 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 z)FOR SIZES NOT =-U u SHOWN,ROUND UP TO '70 m 42" 20.397 1+C2+1 2 ' 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 -p '.• 1-7 !S:Q THE NEXT AVAILABLE n S/rE O 48' 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 WIDTH OR HEIGHT '•.a� !4 G DIMENSION SHOWN ON ��S '• 0nlop,••.•'• 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 THETABLE. //i 10 VAI_ E 75° 3fi.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+21513)SEE SHEET9FORA 11"�jj1 SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER,P.E. TABLES. P.E.d 58705 TABLE 23: Glass Types Anchor Quantities for XOX Windows 6-8 sash Sash Width 24'Height 30•Halghf 3S`Hoignt 48'He(ght 64'ttslght 63`Height 24'tlelght 30'Height 3$'Haight 48'Height 54'Height 63•Height Configum8on .n a c a a a a a ss .0 .o 0 Raint Leiel Range(in) Head&Sill Head&Sill E Head&SIII Head&Sill Head&Silt ' Head&SIII ,� Head&Sill Haad&S9l E Head&Sig Head&Sill Head&Sill 14oad&Sig R3 -" 11 Anchor Group A Anchor Group C 35-1/4" Y,-%-Y, 11.391-11.391 1+C2+0+C2+i 2 1+C2+0+02+1 2 1+C2+O+C2+1 3 1+C2+0+C2N 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 211+02+ 3 1+C2+0+C2+1 4 1+C2+0+C2+1 q 1+C2+p+C2+y 4 ♦DProred°"s°mPlYing-IL I5. MerWA(PIa n C° 38' A--%-Y 12.308-12.308 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 I+C2+0+02+1 4 I+C2+0+C2+1 2 1+C2+0+02+1 211+C2+0+02+1 3 I+C2+0+02+1 4 1+02+0+02+1 4 y+C2+O+C2+1 4 Da. a t -}4-Y4 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+02+1 3 1+C2+0+CZ+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 y+C2+0+C2+1 2 1+C2+O+C2+i 2 1+02+O+C2+1 3 y+C2+0+02+1 4 1+C2+0+C2+y 4 1+C2+O+C2+1 4 NQ's 45.1!8' MIaa$aadtt'radud rot %-Y+-X 13.398-14.683 1+C2+0+02+i 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 47-3W j-N-y 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 3 1+CZ+y+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+.1 4 0, 019 Ya-/-Y. 12.298-16.558 I+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+O+02+1 4 I+C2+O+C2+1 4 4+02+0+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 4 Custom 11.391-12.016 NC2+1+C2+1 2 1+C2+i+02+1 2 1+C2+1+02+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 i+C2+1+C2+1 2 i+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+i+CZ+i 4 L 62-1/8• Y.-%.Y. 12.017-13.397 1+02+1+C2+1 211+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 I+C2+1+C2+1 4 I+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 411+02+14C2+1 4 1+CZ+y+C2+1 4 w ,Y Ys Y3-Y 13.398-17.016 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+WC2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+1 311+C2+0+02+1 4 1+C2+D+C2+1 4 i+C2+0+C2+1 4 m Custom 11.391-13.397 1+C2+1+02+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+i 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 fi0• X-M-'j+ 13.398-15.360 I+C2+1+C2+1 21+C2+1+C2+1 21+C2+1+C2+1 31+C2+1+C2+1 41+C2+1+C2+1 41+C2+1+C2+14 1+C2+1+C2+121.+C2+1+(,'x+1 21+C2+1+02+1 31+C2+1+C2+14 1+C2+y+CZ+141+C2+1+C2+1 4 to Y3 Ys% !6.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+02+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+02+0+02+1 4 1+C2+0+02+1 4 1+C2+O+C2+1 4 •5 Custom 11.391-13.397 1+C2+3+02+1 2 1+02+31C2+i j 2 1+G2+3+C2+i 3 1+02+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+02+1 4 1+02+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+G2+1 3 1+02+3+C2+1 4 1+C2+3+C2+1 4 itC2+3+02+1 4 � 0 O 76' Ya-Y,-j 13.398-10.110 1+02+2+C2+1 2 i+C2+2+C2+1 2 t+C2+2+C2+1 3 1+C2+2+C2+1 d 1+C2+2+C2+1 q 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 I+C2+2+02+1 3 1+C2+2+02+1 4 I+C2+2+C2+1 4 1+C2+2+C2+14 O U O '/,-X-Y, 19.111-24.641 1+C2+1+02+1 2 1+C2+1+02+1 2 1+02+1+C2+1 3 1+C2+1+C2N 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+02+1+02+1 3 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+02+1+C2+1 4 }n d °IDa 0 t j Custom 16.3eO-18.397 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 y+C2+3+C2+1 4 1+03+3+03+t 4 1+C2+3+C2+1 2 1+C2+3+C2+i 2 1+02+3+02+i 3 1+C2+3+C2+1 4 i+02+3+02+1 4 1+02+3+02+1 4 C9 r+ N U) 96' �_y.y 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2+t 4 1+03+3+q+i 4 1+02+3+C2+1 2 1+C2+3+C2+I 2 1+C2+3+C2+1 3 1+02+3+02+1 4 1+02+3+C2+y 4 1+C2+3+C2+1 4 O 0 o e8 S Y-%-Y. 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 y+02+2+02+1 3 y+C2+2+02+1 4 1+02+2+C2+1 4 1+C3+2+C3+1 4 I+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Z � no -a � 120' Y-)4-Y. '" -30.360 i+C2+3+C2+1 2 1+02+3+02+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+03+1 4 1+C2+3+C2+1 2 14C2+3+C2+1 Z 1+C2+3+C2+1 3 1+02+3+02+1 411+02+3+ 4 i+C2+3+C2+y 4 6 0 X Q o rn Anchor Group B Anchor Group D 1w..{2 an d no no J Gua 36-1/4" 1 %-%-Ys 11.391-11.391 i+C2+0+02+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 i+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+02+0+C2+1 4 1+C2+O+C2+1 4 1+C2+o+C2+1 4 0> p 36' %-%-Ya 12.308-12.308 1+C2+0+C2+1 2 1+C2+D+C2+y 2 1+C2+D+CZ+i 3 1+C2+0+02+1 4 1+C2+O+C2+1 4 i+C2+0+C2+1 4 1+C2+O+C2+1 2 1+02+0+C2+1 2 I+C2+0+C2+1 3 i+C2+D+C2+1 4 I+C2+O+C2+1 4 I+C2+O+C2+y 4 a Z d Z m < �+ LL 45-11W 34-y% 11.391-13.397 1+02t0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 i+C2+O+C2+1 4 1+C2+0+C2+1 4 i+C2+0+02+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+i 4 y J Q -% 13.398-14.603 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+02+i 2 1+C2+O+C2+1 3 1+02+0+C2+1 4 1+C2+O+C2+1 4 1+C2+D+C2+1 4 F J Y4-y-f 11.391-12.297 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+i+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+02+1+C2+1 4 1+02+14CZ+1 4 1+C2+1+C2+1 4 ~ 0 r 47.314' Z W }s-%-% 12.288-15.556 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 I+C2+0+02+1 4 1+C2+O+C2+1 2 1+C2+o+C2+1 2 1+C2+O+C2+1 3 14C2+D+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 4 G < J F Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1tC2+1 3 1+C2+1+C2+i 4 1+C2+1+C2+1 4 1+C2+1+02+1 411+C2+3+02+1 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+i+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+i 4 Ui F- 52-1/8• %/j 12.017-13.397 1+02+1tC2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1tC2+1 4 1+C2+1+C2+1 41+02+1+02+1 2 I+C2+1+C2+1 2 1+02+1+C2+1 3 1+02+1+02+1 4 1+CZ+1+C2+1 4 1+02+1+02+1 4 Z °m�S Ys-Ys-Y 13.398-17.016 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+D+C2+1 41+C2+O+C2+1 2 1+02+0+C2+1 2 1+C2+0+02+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+02+O+C2+1 4 a 0 0 O m Custom 11.391-13.397 1+C2+1+02+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 41+C2+1+02+1 2 1+C2+NC2+1 2 1+C2+1t02+1 3 1+C2+1+O2+i 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 V a. BO' to Y.-)i-Y. 13.398-15x360 I+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 i+C2+1+C2+1 4 i+C2+1+C2+1 4 1+G2+1+C2+1 41+02+1+C2+1 2 1+C2+1+C2+1 2 1402+1+C2+/ 3 1+C2+1+02+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 cWj Z 0 1 15.381-19.641 1+C2+O+C2+1 2 7+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+02+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 41+C2+D+C2+1 2 1+C2+0+02+1 2 1+C2+o+02+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+02+O+C2+1 4 Q X S Custom 11,391.13.397 1+C2+3+C2+1 2 I+C2+3+02+1 2 1402+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 211+C2+3+02+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 I+C2+3+C2+1 4 1+C2+3+C2+1 4 °tt1 '5Da s"t°$ 11 75' Y-}i-Y4 13.398-19.110 1+C2+2+C2+1 2 1+02+2+C2+1 2 itC2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+02+1 2 t+C2+2+02+1 3 I+C2+2+C2+1 4 1+C2+2+C2+1 4,1+02+2+C2+114 % Iiii1tt11/ttJ -li-Ya 18.111-24.841 1+C2+1+62+1 2 1+C2+1+02+12 NC2+1+C2+1 3 1+C2+1+C2+i 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+02+1+C2+i 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ��� NV IYNN/yll77j��i Custom 18.380-18.397 1+02+3+02+1 2 1102+3+02+1 2 1+02+3+02+1 3 1+02+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+02+1 2 1+02+3+02+1 2 1+C2+3+02+1 3 1+02+3+02+i 4 i+C2+3+02+1 4 1+02+3+0211 4 tj�,•'4tCEN5�••.,';5 1;1 'Y.-%-Y. 19.398-24.360 I+C2+3+C2+1 2 I+C2+3+C2+t2 1+C2+3+02+t 3 1+02+3+C2+i 4 1+C2+3+02+1 4 1tC2+3+C1+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 I+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 y+02+3+C2+i 424.381-30.380 1+C2*2+C2+1 2 1+02+2+02+1 2 1+C.+2+C2+1 3 1+02+2+02+1 4 1+C2+2+C2+1 4 1+02+2+02+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02N 3 1+02+2+C2+1±41+C:-2+3+ 1+C2+2+C2+1 4 1+C2+2+C2+1 4 - No.56705 •+ - -A ...�- '/+-'/:-Y. 30.360 1+02+3+02+1 2 1+C2+3+02+1 2 1+C2+3+02+y 3 1+C2+3+02+1 4 1+C2+3+02+1 4 1+C2+3+02+1 4 1+C2+3+02+1 2 1+02+3+02+1 2 1+C2+3+02+y 3 y+02+3+02+1 4 y+C2+3+CZ+1 4 NC2+3+02+1 4 r- ; _ WINDOW WtDTH-59.28 NOTES: SEE TABLE 9 FOR DESIGN PRESSURE ^"U �-+�! 1�,i t(/= Max.Anchor O.G. Anchor Anchor "MIN.SASH SIZE= 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4). 7,, StAtE � Group E Group SASH SIZE IS AS PER THE FIGURES ON SHEETS 6.8, i^ `�'•�LOR%O.'••\�� Spacing for"Integral. p pF 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, UNA, Fah"install2.9- ��� 3)SEE SHEET S FOR A GUIDE TO USING THESE TABLES. t t I t I t i i y t i+ 4)'1/4-1/2-1/4'AND-1/8.1/3.1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.p 58705 TABLE 24: Gloss Typos Anchor Quantities for XOX Windows 6&8 sash Sash 24'Haight 30'Height 38'Haight 1 46-3 54'Height 83'Halghk 24'Height 30'Wight 38'Height 48'Haight 54'Haight 83'Mal Width ght Configuration a ,a a ,o a a a a a m a a Romff.oW Range(n) Head&Sill Head&SIN Head&Slil ,� Hoad&Sill Head&S81 Head&Sill I Head&SID ,� Head&Sill Head&$III Head&Silt Heed&Silt Hood&Stt1 Anchor Group A Anchor Group C AppM#4 n MopVq WM 4I4 35.1/4' y-'-'/s- 11.381-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 q 1402+O+C2+1 4 ptortdo Id1yyC 38' %%-y 12.308-12.308 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+02+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 4 Date T. 45-IB' Y4-Y.-Y. 11.391-13.387 1+C240+C2+1 2 1+C2+0+C2+1 2 I+C2+0+C2+1 3 t+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Rhm a d+ -ad O Y-�- 13.388-14.883 1+C2+0+G2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+0+C2+1 4 1+0240+C2+1 4 1+C2+0+C2+1 4 47.3/4' X-y-Y. 11.381-12.287 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+02+1+C2+1 4 i+C2+1+C2+1 4 Y l% 12.298-15.558 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 _ Custom 11.381-12.018 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 3 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 ' 5 52-118' _ f 12.017-13.397 1+C2+1+C2+t 2 1+O2+1+C2+1 2 1+C2+1+C2+t 3 1+C2+1+C2+1 4 I+C2+1+C2+1 4 1+C2+1+C2+1 4 mY'Ys% 13.308-17.018 1+C2+0+02+1 2 1+C2+0+C2+1 2 I+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 m Custom 11.391-13.397 Not Allowed 1+C2+1402+1 2 1+C2+1+G2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+i 4 t+C2+1+C2+1 4 In -y-� 13.388-15.360 r � tiff i+C2+1+C2+1 2 1402+t+G2+I 2 1+G2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+G2+1 4 1+C2+1+02+4 d 15.361-18.841 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+C2+p+C2+1 4 ,°y r r Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 O 75 Y,-%-Y, 13.398-t8,170co I+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+O2+1 3 1+C2+2+02+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 �' O o sr°� 0 Y,-Y.-Y. 18.111-24.@41 I C2+1+02+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 }^ tr (Y LO LO Custom 18.360-19.397 0 cv �. C2+3+C2+1 2 1+02+3+02+1 2 1+C2+3+C2+1 3 1+CZ+3+02+1 4 1+02+3t C2+1 4 1+C2+3+CZ+t 4 � 96' j;- +Y+ 19.398-24.360 G2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 I+C2+3+C2+1 4 -0-1 0, o �a = Yx%- 24.381-30.360 02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+G2+2+C2+1 4 1+C2+2+C2+1 4 1+G2+2+C2+1 q Z t'1' F1DJn j an 120' Y4-Y.-Y. " -30.380 02+3+C2+1 2 1+C2+3+C2+t 2 1+C2+3+02+1 3 t+C2+3+02+1 4 1+02+3+C2il 4 i+C2+3+C2+1 4 0 U X L d Tn Anchor Group B ul Z 9 2 m W ON p Anchor Group B }-- M C1 1 J 2 �a 35.1/4' %-'/,- 11.391-11.391 1+C2+O+C2+1 2 1+C2+O+G2+1 2 1+G2+0+C2+1 3 1+C2+0+C2+1 411+02+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+02+0+C2+1 2 14C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+02+0+02+1 4 0 Yp m J 00 38• -%- 12.308-12.308 t+C2+0+C2+1 2 1+02+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C240+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 a Z 0-Z �' (¢- Q' LL 45 118, Y-3'% 11.381-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 I+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+i 2 1+C2+0+C2+1 3 I+C2+0+C2+1 4 1+C2+9+C2+1 4 1+02+0+C2+1 4 J Yi%-Ya 13.398.14.683 1+C2+0+C2+1 2 1402+0+02+1 2 1402+0+C2+i 3 1+02+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 I+C2+0+C2+1 4 1+C2+0+C2+1 4 J M_ 87.314, Y4-Y2-y4 11.381-12.297 1+02+1+C2+i 2 1+C2+1+C2t1 2 1+C2+t+C2+1 3 4+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+O2+1 3 1+C2+1+C2+1 4 t+C2+1+C2+1 4 I+C2+1+C2+1 q 0 a Z W 1 4S Ys-Y-3S 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+t 2 1+C2+0+02+1 3 1+02+OtC2+i 4 1+C2+0+C2+1 4 I+C2+O+G2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 I+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 I+C2+0+C2+1 4 J Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 211+02+1+C2+1 3 1+02+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Z 52-118' Y4-Y1-Y4 12.017-13.387 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 I+C2+1+C2+1 211+02+1+02+1 3 1+02+1+C2+1 4 I+C2+1+C2+1 4 1+C2+1+C2+1 4 Z ero°g 13.398-17.016 1+02+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C24O+C2+1 4 1+C2+0+C2+1 4 1+02+0+02+1 4 1+C2+0+C2+1 2 1+G2+0+C2+1 2 1+C2+0+C2+1 3 1+G2+0+02+1 4 1+02+0+02+1 4 1+C2+O+C2+1 4 p O O T r m Custom 11.391-13.397 1402+1+C2+i 2 1+02+i+C2+1 2 1+02+1+C2+1 3 1+C2+14C2+1 4 1+02+1+C2+1 4 1+C2+1+02+1 4 1+C2+i+C2+1 2 1+C2+1+02+i 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+i+C2+1 4 (� � 80' Y4-Ji-Y4 13.398-15.360 1+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 3 I+C2+i+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+14C2+1 2 1+C2+1402+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Z a -Ya-'/S 15-361-18.841 1+02+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+02+1 3 1+02+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 ¢ = Z Custom 11.381-13.387 1+C2+3+C2+1 2 1+C2+3+G2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+02+3+02+1 4 1402+3+C2r1 4 1+C2+3+C2+1 d stm o3Do + 75' %h_y 13.398-10.110 1402+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 i+C2+2+C2+1 4 1402+2+C2+1 4 1+G2+2+C2+1 4 I+C2+2+C2+1 2,1+02+2+02+1 2 1+02+2+02+1 3 1+C2+2+02+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 `ttttl 1//jr %-%-Y, 18.111-24.841 1+C2+1402+1 2 1+02+1+C2+1 2 1+G2+1+C2+1 3 �YNNn 1+02+1+C2+1 4 1+C2+14C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 `\��`CON`l : i����i,,r�' Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+02+1 21+G2+3+02+1 3 1+02+3+C2+1 4 1+C2+3+02+1 4 1+C2+3+02+1 4 1+C2+3+02+1 2 1402+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 ''la-'la-Ya 19.398-24.360 1+G2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 t+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+02+i 3 1+C2+3+G2+1 411+C2+3+02+1 4 i;a+3+C2+1 4 No.58705 -%% 24.381-30.360 1+C2+2+C2+1 2 1+C2+2+62+1 211+02+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+02+1,4 1+C2+2+02+1 4 1+C2+2+02+1 2 1+C2+2+G2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 411+C2+2+02+1 4 1+C2+2+02+1 4 120' Yq-Y- -3p.360 1+G2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+02+3+C2+1 4 1+C2+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+G2+1 2 1+C2+3+C2+1 3 t+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+i 4 '� .' o , ` 17 WINDOW WIDTH-59.28 NOTE& SEE TABLE 13 FOR DESIGN PRESSURE "MIN.SASH SIZE= 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). '�O S'T£ ':` Max.Anchor O.C. ARCh07 2 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. FCORIO?'' C-) Spacing for"Integral. Group 2)FOR SIZ T9FORASHOWN, ROGUIDE UND UPT THE E NEXT TABLAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Fin"Installation S. 4- 4)'1/4-1/2-114•AND'1/3-1/3-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE t t i 5 t IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LYNN MILLER,P.E. P.E65aTOS } TABLE 25: Glass Types Anchor Quantities for XOX Windows 7&a Sash d24'Ho With ight 38`Heigfit 36'Height 48'Height 54•Height 63`Height 24'Height 30'Naipht' 38'Hetght 48'Height 54'Height 63'Height ConSgumtion .o a Reinff..L eve! Range(n) Head&S0I Need&Sgt Naed d S1II ' Head&S8f F Need&SiII E- Head&Si1I Heod&Si0 - Head&Sgt Heed&SDI Heed&Silt Fa Head&Sgt Heed&Sill Anchor Group A Anchor Croup C Approved rr aopti4a¢with d.. 35.1/4' y-�% 11.3B7-11.391 1+C2+0•C2+1 2 i+C2+0*C2+1 2 1tC2+D+C2+1 3 i+C2+0+C2N 4 1+C2+0+C2+1 4 /*C2+0•C2*) 4 Flo AM¢eldi C 5 38' t)ttr -y, 12.308-12.309 11-C2-0+C2-1 2 1+C2+0*C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2.0+C2+1 4 1+C2a0+C2t1 4 t1pAq- l 45-1/$` Y4-%-y4 !«G2+0+C2tt 2t+ + + + + 11.391-13.397 G2 0 C2+1 2 1 C2+0 C2+i 3 1+C2+O+G2+1 4 1+C2+0+C2+! 4 /+C2+0+C2+i d bmlO dr Product' al Y.-'e-% 13.398-14.883 1+C2+0+C2+1 2 1+C2+0+C2+7 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+i 4 1+G2+0+C2+14 iiy_ 473/4' 11.391-12.297 7 C2*1+ 2+ + ' 1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 3 1+C2+1+C2*1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 12.298-15.558 I+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+D+C2+1 4 l+C2+0+C;2+1 4 l+C2+0+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1-C2+1 2 1+C2+1+C2+1 3 1+C2+4+C2+1 4 1+C2-1+C2« + ++ ° 1 4 1 G"1 1 C2+1 4 0: -118• y4m'1,% 12A17-13.397 T+-G2-1-C2+12 7+G2+t+C2+i 2 1+C2*1+C2+i 3 1+C2+1+C2+1 4 1+C2a1+C2+1 d 1+C2+1+C2ti d +1 i ,x %-%r^Ys !3.398-57.016 S+C2+0+C2+1 2 1+C2+0+C2 2 1+C2+0+C2+i 3 t+C2+Oa(x+1 4 1+C2+0+C2+t 4 1+C2*4+C2«1 4 in Custom 11.391-13.397 Not Allowed 1+C2+1+C2+1 2 1-C2-1-C2+1 2 1+C2+1*C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 7+C2+HC2+1 4 80' Y r/z-% 53,398-15.380 to 1+C2+1+C2+12 l+C2+t+C2+f 2 1+C2+1+C2+1 3 S+C2+l+C2+14 1+C2+1+C2*1 4 1+C2+/+C2+1 4 Y.-Y.-Y, 15.3$1-13.397 S+C2+0+C2+1 2 1+ + + + 211+02+0+C2+1 3 i+C2+0+C2+! 4 i+C2+0+C2*i 4 7+C2+0+C2+1 4 r 3 nab S� C24C2 i r Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2.3+C2+1 4 1+C2+3+C2+1 4 ? to O O TS' l -� t3.398-19.170 • t+C2+2+C2+t 2 t+C2+2+C2+7 2 l+C2+2+C2+1 3 i+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 a O O -'/t%y 79.117-24.641 o oleo O 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 i+C2+t+C2+1 4 1+C2+1+C2+1 4 ci� Custom 18.380-19.397 7+C2+3+C2+1 2 HC2+3+C2+1 2 1+C2+3+C2+1 3 l*C2+3+C2+1 4 1+C2+3+C2+ + + + O N N •� 96' %h-� !9.398-24.386 1 4 1 C2 3 C2+1 4 (,) t+C2+3+02+5 2 1+C2+3+C2+f 2]+02+3:C2N 3 t+C2+3+C2+1 d 1+C2*3+C2+t 4 1+C3+3+C3+1 4 0_j N-j p vxo 0 -'/r'h 24.387-30.30tl 1+C2+2+C2+i 2 HC2+2+C2+1 2 1+C2+2+C2+i 3 1+C2+2+C2«1 4 1+C2+2+C2+1 4 1+C3+2+C3.1 4 Z LO U. Q v- 124' /+-/-% •+ -30.380 HC2+3+C2+7 2 2+C2+3+C2+i 2 1+C2+3+C2+13 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 w U XO� cS W AnchorGaupe Anchor Gioup0 W Z TD�) q' Gr ;>MO 35-1/4' r/i-)e-% 11.391-11.391 1*C2*O+C2+1 2 1*C2+OtC2N 2 1+'210+'2+1 3 1+C2+O+C2N 4 1+C2+O+C2+1 4 1+C2+0•C2+1 4 1+C2+0+C2+1 2 1+G2+O+G2N 2 7+C2+O+C2+1 3 1+C2+O+C2.1 4 S+C2+O+C2+1 4 1+C2+O+C2N 4 0 d 0 Q J 40 38' %-y% 12.30$-12.388 1+C2«0•C2+1 2 S+C2+O+C2+1 2 1+C2+8+C2+1 3 t+G2+g+C2+f d 1+C2+O+C2+1 4 HC2+0+C2+]4 1+C2+0+C2+t 2 1+C2+O+C2+1 2 i+C2+0+C2+7 3 i+C2+0+C2+1 4 f+C2+0*C2+1 d 1+C2+O+C2+1 4 "z a:2 1-- LL 45-118• Y.-Yt-y 11.391-13-397 1132+O+C2+1 2 1+C2+0+C211 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 I+C2+O+C2«1 4 1*C2+0*C2+1 4 7+C2+0+02+1 2 1*C2+0+C211 2 7+C2+0+{',2+i 3 7+C240+C2+1 4 7+C2+0•C2+1 4 1+C2+0+C2+1 4 }}-• W O '/t-Yt-'/t 13.398-14.683 HC2+0.32*1 2 1+C2+O+C2*1 2 1+C;2+g+C2*1 3 1+C2+0+C2+1 4 NC2+0+C2+1 4 HC2+0+C2+1 4 1+C2*O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0tC2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 O r 47 /4' �*-Y•1 It'391-12.297 1+C2+HC2+! 2 1+32*1+C2+1 2 1+C2+NC2+1 3 /+C2+1+C2+/ d HC2+HC2tt d S+C2+S+32+7 4 1+C2+t+C2+t 2 1+C2+1+02+1 2 1+C)2N+C2+1 3 1+C2+S+02+1 4 1+C2+1+C2*1 4 1*C2+1+C2+1 4 Z it iaa4S %--%-% 12298-15.558 t+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+8+C2+1 4 I*C2+0+C2+1 4 1+C2+0+32+1 4 1+C2+0+02+1 2 7+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 ]+C2+O+C2+ Q 1n 1 4 1*C2+0+C2+1 4 J Q 1- Custom ' 11.391-12.018 1+C2+11'2+1 2 1+32+1+'211 2 1+C2+1+C2+1 3 1*C2+1*G2+1 4 1+'2+4'24 4 1+C2+1+C2N 4 1+C2*1+32+1 2 1+C2+i+C2*i 2 i+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1*C2+1 4 1+C2tNC2+1 4 t^f F, Z 52-1J8" 'l+-ho'f+ 12,017-13.397 S+C2+]+C2*1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+G2+1 4 1+C2+t+C2+1 4 I+C2+1+G2*1 4 I+C2+1+C2+1 2 NC2+t+C2+i 21+02+1+G2+1 311+C2+1102+11 4 1+C2+1+C2+1 4 1+G2+1+G2+1 4 ¢ jL' Z46 ai°JS /t-Yn-Yi 13,399-17.018 1+C2*0+C2+1 2 1+32+0+C2N 2 1+C2+0+G2+1 3 1*C2*0+C2+1 4 1+C2+0+324 4 1+C2*0•C2+1 4 1+C2+0*C2+1 2 1+'2+0+'2*1 2 1+G2+0+C2+1 3 1+32+0+C2H 4 1+C2+g+32+1 4 tt(x+0+32+1 4 O O 0 O Custom 11,39f-13.397 {+G2*HC2+1 2 1+32+1+C2+1 2 t+C2+1+C2+t 3 NC2+1+C2+1 4 HC2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+ ++ * to &p OO' Y h.Y, 13,398-15.360 402+i+C2+1 2 1+C2+1+C2+1 2 2*C2+f+C2*t 3 1*C2++ C2 1 324 2 1 C2*1+C2+1 3 1+C2+NC2+1 4 1+C2+NC24 4 1+'24+32+1 4 Sn U Sn S G2+1 4 1*C2+{1G2+1 4 1+C2+1+G2+! d 1+C2+HC2+1 2 1+C2*1+ C2/ C2+i 4 NC24+G2+I 4 /+C2+1*C2+! d U Z o C2+1 2 NC2+1+C2+1 3 1+ ++ '�-%-Yt 75.361-19.841 1+C2+0+C2+1 2 7+C2+O+C2+1 2 7+C2+0+C2+1 3 1+C2+O+C24 4 1+C2+0«32*1 4 1*C3+0*C3*1 4 1+C2+O+C2*1 2 I+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+2 4 HC2*O+C2+1 4 Q Z Z Custom 11-391-13.397 HC2+3+C2+1 2 taC2+3+C2+1 2 NC2+3+C2+1 3 t+C2+3+C2+1 4 7+C2+3+C2+1 4 I+C2+3+G2+1 4 1+C2+3+G2+1 2 1+C2+3+C2+1 2 i+C2+3+C2+1 3 NC2+3+C2+1 4 7+C2+3+C2+/ 4 t*C2++ ati+l -00t.-Past 3 C2+1 d 13.398-19.14) 1+C2+2+C2+1 2 1+C2+2+C2+1 2 t+C2*2+02+1 3 1+C2*2+C2+1 4 NC2+2+C2+1 4 t+C3+2+C3+1 d 7+C2+2+G2+S 2 1+C2+2•C2ai 2 i+C2+2+C2+1 3 1+C 2+C2+1 4 1+C2«2+C2+1 4 i+C2+2+C2+t 4 71111111ittt -'a-/y 19.111-24.891 1+C2+1+G2+7 2 1+C2+1+C2+1 2 T+-C2+1+02+1 3 1+C2«1+C2ri 4 11'2+NC2+1 4 1+C3++C3+1 4 1+C24+ `�\ LYNN i C2*1 2 1+C2+1+G2+1 2 1+C2t1+C2+1 3 1+C2*HC2rt 4 1+C2+NC2+1 4 1+C2+1+C2+1 4 `��pN�•.....,M/ Custom 18.380-19.397 1+C2+3*C2+t 2 1+C2+3+C2*1 2 1+C2+3+C2+1 3 HC2+3+C2rl d i*C2+3+C2+i d HC3+3+C3a1 d 7+C2+3+C2+i 2 i*C2+3+C2+1 2 1*C2+3+C2*t 3 1aC2«3+32+1 A I+C2+3+C2ti d f+C2+3+G2+1 d ti���•'�tCENgCc'C�FP`� 90" • ' ' C2 3 C2+7 2 1*C2+3+C2+1 3 i+C2+3+C2+t 4 i•C2*3+C2+i 4 1+03+3+03*1 4 7+C2+3+C2+1 2 1+02+3+C2+! 2 1+C2*3+3;2+ -/_-/ !9.398-24.380 1+C2+3«C2+t 2 1+ ++ 1 3 1*C2+3*324 4 t+G2+3+G2+1 4 7+3;2+3*32+1 4 `' r Yr%-% 24.361-30.360 1+32+2*C2+1 2 1+C2+2+024 2 1+G2+2+C2«t 3 1+C2+2+C2+1 4 i+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2102+1 2 1+C2+2+C2+1 2 1*C22+C2+1 3 1+C2+2+C2+i 4 2+C2+2+C24 4 1+C2+2+C2+1 4 Y7'. No.50705 ' 120' -+/. •• -30.360 S+C2+3+C2+1 2 1+C2+3*C2+t 2 1+C2+3+C2+1 3 1+C2+3+C2+1 d t+C2+3*C2+1 4 14C3t3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+ + - 4 . C2+3 C2+1 3 t+C2+3+C2+t d t+C2+3+C2rt 4 1*C2r$+C2*1 d WINDOW MINSASH SIZEWIDTH-5928 SEE TABLE NOTE : S14 FOR DESIGN PRESSURE ..iJ / Gf' ;•/fj " . = Max.Anchor O.C. Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34).SASH SIZE IS AS PER THE T •, p . Spacing for"integral- Group FIGURES ONSHEETS 6-8. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. /(J Fin"installation 3,7° 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. r/'11111110"NAL 4)'1/4-112.174'AND-1/3.1/3.1/3-INDICATE THATTHOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER,P.E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, P,E.0 58705 TABLE 26: Glass Types Anchor Quantities forXOX Windows 10-12 sash Sash 24'Height 3D'Height 38•Height 411'Height 64'HjIght03'Helghl 24'Height �30*Height 36'Height 48'Height 64•Haight 63'Height Con1gurallon Width �+ a cRaint.Level Range(In) Head&SIII Head&6111 , Head&SIII Head&SIII Head6Head&Slil , Head 8 SUI d 8 SIII Head 8 SIII Head 8 5111 Head 8 SIII , Head 8 5111 R4 Anchor Group A Anchor Group C 35-1/4' %-Y,-Y. 11.391-11.391 t+C240+C2+1 2 1+C2+O+C2+1 2 14C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38' Yr-%-Y 12.308-12.308 1.C2+O+C2+1 2 1+C2+O+C2+1 2 1•C2+0+02+1 3 1+C2.O+C2+1 4 1+02+D+C2•i 4 1+C2+o+C2+1 4 *�m���1 C�����' Rkr 451/8' Y4-%-Y411.391-13.397 - 1+C2+0+C2+1 2 1+C2+0+C2N 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+03+0+p+1 4 1b1+ QQ'S Y,-!I,-Y. 13.398-14.683 1+C2+O+C2+1 2 NC2+O+C2+1 2 1+C2+0+C2+1 3 i+C2+0+C2+1 4 1+C2+0+C2+1 4 1+p+0+p+1 4 "AN . r der 47.314' /a%-Y' 11.391-12.297 1+C2+0+C2+1 2 1.C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+O+C2+1 4 1+p+0+pN 4 1+p+0+p+1 4 Ya-Y-'/r 12.298-15.558 1+C2+0+C2+1 2 14C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+p+0+C3+1 4 - Custom 11.391-12.010 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+p+0+p+1 4 1+C3+0+p+1 4 1+03+O+p+1 4 52.118' 'Y+-%-Y 12017-13.397 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+p+1 4 1+03.0+03+1 4 1+p+O+p+1 4%-31,-Y. 13.398-17.010 iiC2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1.p+0+C9+1 4 1+03+0+03+1 4 Y Custom 11.391-13.397 1+C2+2+C2+1 2 14C2+2+C2+1 211+C2+2+02+1 3 1+C2+2+C2+1 4 1+p+2+C3+1 4 1+C3+2+p+1 4 > m Y-Y Y. 13.398-15.360 Not Allowed 1•C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 i+C2+2+C2+1 4 1+C3+2+p+1 4 1 t+C3.2+C3+1 4 15.301-19.641 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 1.C4+O+C4+1 4 to Y Custom 11.391-13.397 t+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+p+3+p+1 4 (n .oa 75' Y4-%-Y4 13.398-18.110 1+C2+2.C2+1 2 1+C2+2+C2+1 2 1+C2+3.C2+1 3 1+03+3+p+1 4 1+C3+3+p+1 4 1+C4.3+C4N 4 UJI Y-%-% 19.111-24.641 1+C2+0+C2+1 2 1.C2+0+C2+1 2 1.03+0+C3+1 3 1+C3+0+pN 4 1+C4+0+C4+1 4114C4+0+04+11 4 > O� 0 4 Custom 17.641-19.397 1+C2+3+C2+1 2 1.C2+3+02+1 2 1+C2+3+C2+1 3 1+03+4+03+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 � C3 O ala0 911' Y4-Y,-Y. 19.398-24.380 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+4+C3+1 4 1+03+4+p+1 4 i+C4+4+C4+1 4 �,U) to '%-%-Y 24.361-31.641 i+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+p+3+C3+2 4 2+03+3+C3+2 4 2+C4+3+CA+2 4 O Ncr 120' Y-Ya-'/. 29'641-32.516 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2.C2+3+C2+2 3 2+C3+4+p+2 4 2+03.4+C3+2 4 2+C4+4+C4+2 4 1 J rn c7 o g = Yi-Ya-Y 32.518-39.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+p.3+C3+2 4 2+04+3+01+2 4 2+04+3+C4+2 4 Z u- IND ILL uMa'u 0 140' Custom •• -39.641 2+C2+3+C2+2 2 2+C2+3+02+2 2 2+C2+3+C2+2 3 2+p.4+C3+2 4 2+C4+4+C4*2 4 2+C4+4+CA+2 4 U U X LO o U) Anchor GroupB Anchor GroupD W- O 2 ro W 'oN 351/4' Y,-%-% 11.391-11.391 1+C2+0+C2+1 2 NC2+O+C2+1 2 1+C2+0.C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0.C2+1 2 1+C2+O+C2+1 2 1.C2+O+C2.1 3 NC2+O+C2+1 4 1+C2+O+C2+1 4 1+C2.O+C2+1 4 n y m -1 000 38' %-Y-% 12308-12308 1+C2+0+C2+1 2 NC2+O+C2+1 2 NC2+O+C20 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 LL NC2+O+C2+1 4 1+C2ap+C2+1 2 1+C2+p+C2N 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2N 4 C Z D.Z F.-. LL 45118' Y.-%-Y. 11.391-13.397 1+02+0.C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+p+0+C3+1 4 1+C3+0+03+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1402+O+C2+1 4 1+C2+O+C2+1 4 1+p+O+C3+1 4 NJ O Y.-Ya-% 13.398-14.6113 1+C2+0+C2+1 2 1+C2+0+C2+1 2 t+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+p+0+C3+1 4 1+C240+C2+1 2 1+C2+0+C2+i 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+03+0+p+i 4 0 47J14' Y-'/a-Y 11.391-12.207 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 A l+C3+0+C3+1 4 1+C3+0+03+1 4 1+C2+O+C2+1 2 NC2+O+C2+1 2 1.C2.g.C2+1 3 1.C2+0+C2+1 4 t+p+0+03+1 4 7+p+0+C3+1 4 ~ 0 says -Yi-Ya 12.298-15.558 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+p+0.p+1 4 1+03+0+p+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+02+0+C2+1 4 1.03+D+pM 4 1+03+O+C3+1 4 ® Z i Custom 11.391-120111 1+C2+WC2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+p+0+pN 4 1+p+0+p+1 4 1+p+0+03+1 4 NC2+O+C2+1 2 1+C2+0+C2+1 z 1+C2+O+C2+1 3 1+C3+0+p+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 Q i- 52-118' '/a-'Y-Y 12017-13.397 1+C2.O+C2N 2 1+C2+O+C2N 2 1+C2+0+C2+1 3 1+p+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+p+1 4 1+C2+O+C2+1 2 NC2+D+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 t+p+0+C3+1 4 1+p+0+p+1 4 1.- ejZ YS-Yr-15- 13.398-17.016 1+C2+0+C2+1 2 1+C2+D+C2+1 2 t+C2+0.C2+1 3 1+C3+0.03+1 4 1+p+0.03+1 4 1+C3+0+03+1 1+C20,+C2+1 +O+C2+1 2 NC2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+p.0+C3+1 4 1+03+O+C3+1 4 ¢ Custom 11.391-13.397 1+C2+2+C2+1 2 NC2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+p+2+03+1 4 1+C3+2+03+1 2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 14C3+2+p+1 4 1+C3+2+C3+1 4 O N O LO 80' Y4-Y2-Y4 13.398-16.360 NC2+2+02.1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+02+2+C2+1 4 1+C3.2+03+1 4 1+03.2+p+12+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+03+1+C3+1 4 Hp+NC3+1 4 +' VLD gY.-%% 15.361-19.641 1+C2+0+02+1 2 1+C2+D+C2+1 2 1+C2+0+02+1 3 1+p+0+03+1 4 1+p+0+p+1 4 1+C4+0+C4+1 +0+C2.1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+O+C3+1 4 1+C3+0+p+1 4 NCA+O+C4+1 4 u Z O Custom 11.391-13.397 1+C2+3.C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+03+1 4 1+C3+3+03+1 2+2+C2+1 2 1+C2+2+C2+1 2 1+02+3.C2+1 3 t+C2+3+C2+1 4 1+03+3+C3+1 4 1+p+3+C3+1 4 Q x- 76, _ 76• Y-'h-Y 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+3+p+1 4 1+03+3+03+1 4.1+C4+3+04+12+2+C2+1 2 1+C2+2+C2+1 2 i+C2+2+C2+i 3 1+p+2+p+1 4 1+03+2+C3+1 4 1+04+2+04+1 4 3111 'ase0 saves %-%-Y. 19.111-24.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+D+C3+1 3 MC3+4+C3+2 1 4 1+01+0+04+1 4 1+C4+0+C4+12+O+C2+1 2 1+C2+0+C2+1 2 1+03+0+p+1 3 1+p+D+pN 4 1+04+0+01+1 4 1+04+O+C4+1 4 Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1 4 1+p+4+C3+1 4 1+CN4+C4+12+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1.p+4+p+1 4 1+03+4+p+1 4 1+C4+4+C4+1 4 �� ONYLYNAI7�/_i96' 'Y-%-Y 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 4 1+p+4+C3+1 4 1+04+4+C4+12+2+02+1 2 1+C2+3+02+1 2 i+C2+3+C2+1 3 1+p+3+C3+1 4 1+C3+3+CJ+1 4 1+C4+3+Cd+i 4 � :' \CENSE•.Y`,phY.% 24.381-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 4 2+p+3+03+2 4 2+C4+3+04+22+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+03+2+C3+1 4 1+03+2+C3+1 4 1+C4+2.04+1 4L120' !14-%-'Y+ 29.641-32.615 2+C2+3+C2+2 2 2•C2+3+C2+2 2 2+C2+4+C2+2 3 4 2+p+4+03+2 4 2+C4+4+C4+22+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+03+4+p+2 4 2+p+4+C3+2 4 2+04+4+04+2 4 _ No.58705 ._ ).-Y-Y 32.516.39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 4 2+04+4+CA+2 4 2+05+4+C5+2 4 2+02+2+C2+2 2 2+02+3+02+2 2 2+C2+3+C2+2 3 2+p*3+p+2 4 2+C4+3+C4+2 4 2+C4+3+04+2 4140' Custom -39.641 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+4+C2+2 3 4 2+04+4+04+2 4 2+C5+4+C5+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+03+4+p+ 4 2+C4+4+C4+2 4 2.04+4+Cq+ 41 NOTES: SEE TABLE 15 FOR DESIGN PRESSURE Oma'.• 5-7 E O (V�� 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4). i '•.!C[ORMN N 'GLASS TYPES 10-12&14.1 O '•MIN.SASH SIZE_WINDOW WIDTH-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6.8. VSs COG MAY NOT BE USED WITH ) 7'"1111110" 2 2 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, �r CONAL� J•CHANNEL OR INTEGRAL 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. FIN FRAMES 4)'1/4-1/2-114'AND'1/3.1/3-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.F-t 58705 TABLE 27: Glass Types Anchor Quantities for XOX Windows 14-16 Sash Sash Width 2A'Halght 30•Helghl 36'Halght 4B'Height Se Haight 63-Height 24'Halght 30'Halght 36'Helghl 48'Helghl 54'Helghl 83'Haight ConiguralbR a A a a Reint Level Range M) Head&SNI Head&SIII ' Heed&SIII € Head&SIII Head&SIII ' Heed&SIII Head&Bill E Head&6111 Head&SIII Head&SIII Head&SIII Head&SIII Anchor Group A Anchor Group C 338, ''/a^Ya-Yr 11.391-11.391 1+02+0+C2+1 2 i+02+0+C2+1 2 1+C2+0+C2+1 3 I*C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4- 4 Ja Y-Y,-Y, 12.31)8-12.308 i+C2+0+C2+1 211+02+0+C2+1 2 1+C2*0+02+1 3 1+02+0+C2+1 4 1+C240+C2+1 4 1+C3+6+q+1 4 -App-med la CMP yly wllY Is. 45.1/6• 11.391-73.397 NC2+o+C2+1 2 t+C2++ Fps Bad aC c r 0 C2+t 2 t+C2+O+C2+i 3 14p+0+pt1 4 1+03+0+C3+1 4 1+C4+6+C4+{4 pau -/r+ 13.398-14.683 1+C246*C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+p+0+C3+1 4 1+p+0+030 4 1+C3+0+C3+1 4 NOAe 47-314' fw-)'-)' 11.391-12.297 1+C2+O+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+{3 1+C3+0+C3+1 4 1+C3+0+p+I 4 1+01+0+04+1 4% mi de MrodnOt C -Y-� 12.298-15.556 1+C2+O+C2+1 2 I+C2+0+C2+) 2 1+C240+C2+1 3 1+p+0+03+1 4 1+C3+O+p+i 4 1+C3+0+p+1 4 8Y. Custom 11.391-12.018 1+C2+0+C2+t 2 1+02+0+02+1 2 1+p+O+p+1 3 1+p+0+p+i 4 1+C4+0+C4+1 4 1+C4+p7C441 4 52-116' Y4-%-Y4 12.017-13.397 1+C2+O+C2+1 2 1+C2+0+C2+t 2 l+C340+C3+t 3 14p+0+p+1 4 1+C4+0+C4+1 4 1+04+0+04+1 4 Ya%-Yi 13.398•17.016 - 1+C240+C2+1 2 1+C2+0+C2+1 2 1+p+D+q+1 3 1+p*O+p+i 4 1+04+6*C9+i 4 1+04+0+04a1 4 Custom 11.391-13.J97 1+C2+2+C2+1 2 i+C2+2+C2+t 2 1+C2+2+C2+1 3 1+C3+2+q+1 4 1+p72+C3+t 4 1+04+2+C4+1 4 60' Y-y-% 13.398-15.360 NOtAtlOW6d 1*G2+1+C2+1 2 1+02+2+02+12 1+02+2+02+1 3 I+p+2+pt1 4 1+p+2+ptt 4 I+04+2+04+1 4 Z -%-Y- 15.361-19.641 t+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3+1 311+C4+0+04+1 4 1+04+0+C4+1 4 1+C5+0+C5+1 4 $ Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+03+3+03+1 4 1+04+3+C4+1 4 1+04+3+04+1 4 LO LO x TS' Y++-Y::-), 13.398-19.110 1+C2+2+C2+1 2 1402+2+C2+1 2 1+C2+3+C2+1 3{+C3+3+p+i 4 1+C4+3+04+! 4 1+G4+3+C4+1 4 Ya-%-A19.111-24.841 1+C2+0+C2+i 2 1+p+0+p+1 2 1+p+0+C3+1 3 1+C4+0+C4+1 4 1+C5+O+C5+1 4 NCS+6+C5+1 4 } � 0 O _ Custom 1117.641-19.397 - 1+C2+3+C2+1 2 I+C2+3+C2+1 2 t+C2+3+C2+1 3 t+C3+4+C3+1 4 1+C4+4+C4+1 4 t+C4+4+C4+1 4 O O O 913. y-%-Y. 19.398-24.360 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4+4+C4+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 }h V, BjOQ fx r- f-''/s-Y 24.381-31,64! L2+C2-2+C2+2T2T2+C2+3+C2+2 C2+1 2 2+C2+2 C2+2 2 2+C2+2+C2+2 3 2+04+3+C4+2 4 2+04+3+04+2 4 1+C4+2+C4+1 4 C7 N N -y-y 29.841•32.515 120• C2+ 2 2+C2+3+02+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4*4+01+2 4 2+C4+3+C4+ 4 -j -)e-Yi 32.518-39.641 2 2+C2+3+C2+2 32+04+3+C4+242+04+3+C4+2 4 2+C4+3+C4+2 4Z IL 140' COstom •• -39,$4! 02+2 2 2+CL+J+C2+2 2 2+C2+3+C2t 3 2+C4+4+CA+ 412+04+4+C4+21 412+04+3+C}+2 4 =L "- r Anchor Group B 8 U ?C Anchor Group D W Z 0�' 00 0 35-71d' Y.1Y. 11.391-11.391 l+a+-NC2+1 2 I+CZ+O+C2+t 2/+C2+0+C2+{ 3 1+C2+O+C2+1 4 t+02+0+C2+{4 1+C2+0+C2+1 4 I+CZ+O+C2+1 2 1+C2+OaC2+i 2 1402+0+02+5 311+02-0+C 2+i 4 t+CZ+O+C2a1 4 1+02+0+02+{4 1-W 0p Y W c� O N > 00 38' %-Y.-Ya 12.308-12.306 NC2+0+C2+1 2/+C2+0+02+1 2 I+C2+0+C2+1 3 t+C2+0+C2+1 4 t+C2*0+C2+14 1+C3+D+C3+1 4 1+C2+0+C2+1 2 t+C2+0+C2+1 2 t+C2+0+C2+1 3 1+C2+O+C2+t 4 I+C2+0+C2+1 4{+C3+0+p+t 4 o Z 6J 45.1/6' Y,%-Y. 11.391 p 11.391-13.397 1+C2+O+C2+1 2 l+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+ +1 4 1+C3+0+ +1 4 Z 1+C4+6+04+1 4 1*C2+0+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+1 3 1+p.0+q+1 4 1+p*Oap+1 4 1aC4+0+C4H 4 v F tl-, Y* !3.398-14.863 1402+0+02+1 2 +E 0+C2+4 2 1+C2+O+C2+i 3 I+p+0+p+1 4 ftp+0+p+1 4 1+p+D+p+1 4 1+C2+O+C2+1 2 t+C2+6+02+!2 1aC2+0+02+1 3 1+C3*0*p+!4 NC3+6+p+1 4 1+C3+O+C3+!4 J 0 LIj J 473+4' r"-)'-y 11.391-12.297 1+02+D+C2+1 2 1+02+0+02+1 2 1+C2+6+02«1 3 I+p+O+p+! 4 1+p+0+p+i 4 1+04+0+G1+1 4 1+02+0+02+1 2 1+C2+0+C2a1 2 1+02+0*C2+1 3 1+p*OaC3+1 4 1+p+D+C3+1 4 1+04+D+C471 4 0 Y-Y.% 12.290-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 I+p+0+q+1 A 1+q+0+C3+1 4 1+C3+O+p+1 4 1+C2+0+C2+1 2 i+C2+0+02+1 2 1+C2+p+C2+1 3 1+p+0+q+1 4 1+p+0+p+1 4{+C3+0+C3+1 4 Z Q' t�VS Custom 11.391-12.016 1+02+0+02+1 2 1+C2tp+02+1 2 l+q+Otp+{ J {+p+0+p+y 4 1+C4*O+C4+1 4 I+C4+0+C4+1 4 I+C2+0+C2+1 2 1+C2+0*C2+1 2 i+p*O+C3+1 3 I+C3+0+03+1 4 i+C4+040441 4 1401+0+04+1 4 �! F- 52-1/8' Y-%-Y� 12.017-13.397 1+C2+0+C2+1 2 1+C2+O+C2+I 2 1+p+0+C3+1 3 1+p+D+p+i 4 1+01+0+C4+1 4 1+C44D+C4+1 4 {+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+p+D+p+1 4 1+04+6+04+1 4 1+C4+D+C4+1 4 7[ (� F Z � V / S Y-Y.-Y. 13.306-17.016 t+C2+0+C2+1 2 t+C2*0+02+1 2 t+p+O*p+1 3 I+p+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+04+1 4 1+02+6+02+1 2 1+C2+p+C2+!2 t+ptptC3+1 3 1+p+O+p+1 q 1+04+0+C4+I 4 NC4+0+04+1 4 Q Z Custom 11.391-13.397"I+C2+24C2+1 +1 2 1+C1+2+C2+1 2 1+02+2+C2+1 3 I+p+2+C3+1 4 1+q+2+p+1 4 I+C4+2+04+1 4 1+C2+2+C2+1 2 1*C2+2+C2+1 2 1+C2+2+02+!3 1+p+2+p*1 4 1+p*2+py 4 1401+2+04+7 4 p 0 0 O 60- Y4-Y.-Y4 13.398-15.350 +1 2 1+C2+24C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+p+1 4 1+C4+2+C4+5 4 1+C2+1+C2+1 2 1402+1+C2+1 2 t+C2+14C2+1 3 i+p7l+p+t 4 1+p+1+C3+{ 4 7+C4+1*C4+1 4 U a. Y.-Y.-Y. 15.361-59.841 1 2 1+C2+0+C2+1 2 1+C3+0+p+1 3 1+04*O+C4+1 4 i+C4+0+04+1 4 1+Cb+O+05+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+q+O+p+1 3 1+C4+0+C4+1 411+04+0404+1 4 1+C5+O+C5+1 4 uj Z 0 a Custom 11.391-13.397 +1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+3+p+1 4 1+C4+3+04+i 4 1+01+3+04+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+3+C2+1 3 1+03+3+p+1 4 1+C4+3+04N 4 1+04+3+C4+1 4 Q = _ 13.398-19.110 +1 2 I+C2+3+C2+1 2 i-C2+3+C2+1 3 1+p+3+p+1 4 1+C4+3+04+1 4 i+C4+3+04+1 4 I+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 i+p+2+p+i 4 1+04+2*Cq+1 4{+CA+2+C4+1 4 0A?t '�se0 sa+,ag %-Y.-Y. 19.11!•24.841 +! 2 1+p+0+qH 2 1+p+p+py 3 7+04+0+04+1 4]+p+a'C5+1 4 1aC4+4+GIN 4 1+C2+302+1 2 1+C2+3+02+1 2 1+02+3+02+1 3 1+p+4+p+1 4 1+04+4+04+1 4 1+04+3+G4+1 q ����1�pNY• YNN�Custom 17.841-19.387 N 2 i+C2+3402+1 2 1+C2+4+C2+1 3 1+p+4+C3+1 4 1+f4*+C4* 98' - -y 18.398-24.J80 t*02+3+02+1 2 1+02+3+C2+1 2 1+C2+4+C2+i 3 S+CI+4+C4+1 4 1+04+4+C4+!4 1+04+3+04+1 4 1+C2+2+C2+i 2 i+C2+3+C2+1 2 1+C2+3+C2+1 3 I+04+3+C4+1 4 1+04+3+04+1 4 t+04+3+Cq+1 4 ti`' �'i- 7CEN �<<tc+`r� Q; 1. Sic •..'F -y 24.361•31.841 2*C2+2+02+2 2 2+02+3+02+2 2 2*C2+3+C2+2 3 2+C9+3+0442 4 2+C4+3+04+2 4 1+04+2+04+1 4 1+02+2402+1 2 1+02+2+02+1 2 1+02+2+02+1 3 1+04+2+C4+1 4 1+C4+2+CAa1 4 1+04+2+04+1 4 *- Y% 4 29.641-32.515 2402+3+C2+2 2 2+C2+3+C2+ 2 2+C2+4+02+2 3 2+C4+4+C442 4 2+04+47-4+2 4 2+C4+4+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+ 3 2+C4W+C4+2 4 2+C4a4a0q+2 4 2+C4+3aC4+ 4 NO.58705 5 in 120' _ _ -%-� 32.516-38.841 2+02+3+02+2 2 2+C2+3+C2+ 2 2*02+3+C2a2 3 2+0444+C4a 4 2+04*4+04+2 4 2+C4+3+C4+2 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+04+2 4 2+04+3+C4+2 4 2+04+2+C4+2 4 _•T} 140• Custom -39.041 2+02+3+02+2 2 2702+J+C2+2 2 2+02+4+C2+2 3 2+04+4+GS+2 4 2+C4+4+01+2 4 2+04+3+C4+2 4 2+02+3+C2+2 2 2+02+3+02+2 2 2+C2+3+C2+2 3 2401+4+C4+2 4 2+G1+4+C4+2 4 2+04+3+04+2 4 T NOTES: SEE TABLE 16 FOR DESIGN PRESSURE "0T 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). ��(� ORION ;•'��,�: GLASS TYPES 10-12&14.16 "MIN.SASH SIZE=WINDOW WIDTH-6072 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6.6. •• .... MAY NOT BE USED WITH 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 'f�,/()iV L E��'�` 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. III 1 I I I J-CHANNEL OR INTEGRAL FIN FRAMES 4)•1/4-112-1/4-AND•113-113.1/3-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN.•CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P,E.#58705 TABLE 26: SIII of Material 3.500' 3.500' 3.500' 3.500' -- �{ # Part# Description Material � 062• �- .OSY I --►-I� •082• 1 620121 Frame Head,SIII and Jambs-Flange PVC I I 2 620122 Frame Heed,SIII and Jambs-Flange PVC IL JI 3 620123 Frame Head,Sill and Jambs-Fin PVC 4 620124 Frame Head,Sill and Jambs-Equal Leg PVC 2 446• �� n 2,445• 2.445• ❑ 2.445• 13 620172 FixedAntl-Lift Insert/Trim Cover PVC ❑❑� ❑❑�� �(� ❑�� 14 620131 Fixed Meeting Rail PVC o o 15 020150 Track Insert 6063 TB AI 16 820129 Sash Rall(Sides,Top&Bottom) PVC 7 17 620166 Monorail 6063 T6 Al .625' T J•CHANNEL •625" FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 620156 Pull Rall Interlock 6083 T6 Al T 1.375 O FRAME HEAD. EAD,SILL �- 2O JAMBS BS$ILL& 1'3 O pMBSSILL 8 O HEAD,SILL 8 20 620144 Pull Rall Interlock Cover PVC 1 1 4I 21 620160 Light Sash Reinforcement 6063 T6 AI 1 22 620151 Standard Sash Reinforcement 808318 Al 1.872' -� 1.641• 23620152 HD Sash Reinforcement 600318 Al I 1.437• I� 24 820153 Standard Meeting Rall Reinforcement 6005 T5 Al h- 1.5or -{`(I I i.� 2 2.178 .100' ��11 25 620154 HD Meeting Reil Reinforcement 6005 T5 AI I 1.630• 1 I I 26 620155 H.D.Horiz.Roller Meeting Rall Reinforcement 6005 T5 AI 772• 065^ o o 1 020' 71 27 71=14PPA #10 x 1-V4"PH.PH SDS(Monorail Screw) 410 SS II 2B 61844 Weatherstrip,.187°x.270"Fln Pile #T� De5• 1231' � � � 1.00D' �- 29 61719 Weatherstrip,.187'x.220'Poly Pile LIFT RAIL LIFT RAIL 30 98 x 1'Ph.PH SDS(Interlock Mounting Screw) 410 SS 13 8 TRIMANTI-LIFT OIVERRT 14 MEETING RAIL FIXED 15 TRACK 18 SASH RAIL 19 INTERLOCK 20 INTERLOCK COVER INSERT31 78X312PPA #8 x 31/2",Ph.PH SMS(Foxed Meeting Rail Screw) 410 SS 32 71669SP Meeting Rall Screw Support Plate 6OB3 T5 Al _ 070' I 33 720210 Weep Hole Cover PVC 318' _1 �� 080' 1.100• . L 34 720187 Installation Screw Hole Plug PVC -�{ .964' IF .175• .300• [4 nf�' (/fx 1I71'.-L 37 720197 Auto Look C Steel I _7T54' .760' I�-n5 '715' Ir--x=�5•715• 38 Look Cost Zinc 39 720188 Auto eLock CoverAssembly Cast Zinc .035• .025' -��� J 1.185' �- .080• 40 #6 X 1-1/6"Ph.FH SDS(Auto and Sweep Lock Screw) SS LAMI IO EXTRUDED ROLLED LIGHT SASH SSASH TANDARD 41 720200 Auto and Sweep Lock Keeper Cast Zinc 22 72 BEADING 81 SCREEN FRAME 82 SCREEN FRAME 21 REINFORCEMENT REINFORCEMENT 421 76X34PPA #6 x 314'PH.PH SDS(Keeper Screw) SS 43 7812FPTX #8 x 112'FPH Tek(Reinforcement Screw) SS 070' -4 1,182' - - 4 1 �- �I {� •280' 44 Leadstile Top Comer Key Nylon 070• -IT} 45 Leadstile Bottom Comer Key Nylon f1'184° 094' 46 Lockstlle Top Comer Key Nylon �J •070' .791' 1.036" 1 041' 1 041" 1 229Tr:1T 47 Lockstlle Bottom Comer Key Nylon 810 TTTTTT -� L •130• L 18a L LF 4a 720204 Wheel Nylon •150' -}�-( 1.331' r-- 1.340' �+ -�{ 1.340" �-- 72 620135 Leml,I.O.Bead PVC HD SASH II STANDARD HD MEETING HDL MEETING 74 Backbedding,GE 7700 of DOW 791 Silicone 23 24 MEETING RAIL 25 RAIL 2a RAIL 17 MONORAIL +pproved.sr compllaQalW Ka REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT FbrldeDuld 75 71684!5 Setting Block(718'X 2'x 118'),85+/_5 duro. EPDM Dte 'MAN 2015 NOTES: MOAN 76 Super Spacer nXrwilh Hot Melt Butyl Composite 0 ;r Ravieed W. Date: Revision: dN ml de lYudaei coahet 77 Dumseal Composite 1)ITEMS#5.12,18, \��� kVLYNN hll, 76 Cardinal XL Edge Spacer Composite 35,36,49.71,73&79 \\�'���G•'�ICEMSF''•�F�p �•- ARE NOT USED AND - ;T;' Revlesd By: Date: RMNIan: 80 61011 Roll-formed Screen Alum ARE NOT PART OF '` 81 61012 Extruded Screen Frame Alum THIS APPROVAL. 7 No.58705 ® Deserlpuan: Drawn By: 82 Extruded Screen Spreader Bar Alum 2 .11 )PVC PVC BY ROYAL . 0':: WINDOW EXTRUSIONS&BOM J ROSOWSKI ,C 83 47042W Screen Comer Key with Pull Ring PVC WINDOW AND DOOR q 1 ILIA -u/ 84 47041W/CKGLB Screen Comer Key No Pull Ring PVC PROFILES,LTD.,TO %�� e VF ��� 1070 TECHNOLOGY DRIVE Vila; Dsfe: 85 7CASPM Tension Spring SS BE LABELED FOR tC'• FLORiO..•'(j N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 HAMA EXTRUDER ids •"••••" �" P.O. BOX 1529 86 61816C48 Sween Cloth Fiberglass CODE. ��/r/`S/ONAI_ ,, NOKOMIS;FL 34274 Sertaa/Modah Scale: Sheet: Orowlnp No. Rer. 87 61635161814 1.140'Screen Spline(Machina/Hand Rolled) Vinyl A.LYN9KI1LL__W,P.E. CERT. OF AUfH. 829296 HR-5510 NTS 17 OF 18 MD-HR5510-01 P.E.#58705 �. TABLE 21: le SASH ASSEMBLY Egress Lock Bill of Materiel MITERED FRAME WITH 44 0 r71O24Xi2HFX d# Description material 1 INTERIOR AND EXTERIOR DETAILS FRAME WELDS 7024 Multl•Pdnl Lock Operator Cast Zinc 42 105 ® 340 Operator mounting Plate Steel 91—< 8 016 Multi 31 � point lack Keeper umnum l ATTACHED TO 214 Multipoint Lock Guide N Ion 46 7-221 Tie Bar Length Vedas Stainless Steel 32 EXTERIOR SASH RAIL 1 X12 X #10 x 117'.F S Stainless Sleet 7z X4 FPAX #8x 1"Ph.FH SMS Steinlsas Steel 5FPTX #8 x 3/4"Ph.FH SDS Stainless Steel + i x 17 ATTACHED TO � 103 30 FRAMEJAMS 27 EGRESSLOCK 16 37 DETAILS ` (NOT TO SCALE ` ` 39 86 83 ORO 42 �• ~ 104 87 OPT.AUTO LOCK 85 45 �\� r �s 20 +pproved m camplplaQ wlt6 a'ra ATTACHED TO !?loridi Oa dl Gide f 5 FRAME JAMB pyla 4 48 t 106 MOAN + 101 Mitud ada ProdLalC rot 42 ` Q 16 70 82 14 O O OPT. 72 �`''•• 38 102 _9 X4 , 40 41 p 47 � ATTACHED TO �p 42 1 OPT.SWEEP FRAMEJAMB 1070 TECHNOLOGY DRIVE 80 OR 81 15 MITERED FRAME WITH N.VENICE. FL 34276 1 INTERIOR AND EXTERIOR 100 (941)-460-1800 FRAME WELDS CERT.OF AU1H. 429296 SCREEN Revised.Sy. Data: Revisron: ASSEMBLY `,.�o�...YhN.. DETAILS ' ,� ����.•;OCENSF''•(FQ i Ravhed Dy' Date: Revfelon: :• ,r N0.58705 Description: Drown Dy: 83 OR 84 EXTERIOR I FRAME -t1'•.� c cl-` EXPLODED WINDOW VIEW J ROSOWSKI f� ASSEMBLY 1 =AO'•, sT EO W, Rtie: Date: OR10P.•' HORIZONTAL ROLLER-LM 05/15/15 NOTES: DETAILS '••••• 1)GLASS AND SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ��-I sir`S/(�NA�E��` Serfae/Model: Seole: Sheet: Draxing No. Rar. 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. Q!tiYNNILLER)b.E. HR-5510 NTS 180E 18 MD-HR5510-01 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6-8. P.E.#58705