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Home My WebLink AboutProduct Approval (3) Florida Building Code Online RECEIVED J UL 2 3 2DIS Page 1 of 3 7gy �8 Bru� .— rys�0e,. � Florida ltvas?"elfSCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER:Public User ProfessibnaI E. egula on II Pro wt Aonrova:Menu>Product or Aoniication Search>A ilication HFoved ail SEE- FL# LSEE- '' r- Application Type Code Version Application Status *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 Cnology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category 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 FEC Approval Date Approved 03/22/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3 D... 7/19/2016 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 242.1 JHR-210(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate i Approved for use in HVHZ:Yes FI-242_R20 C CAC 15-0609.05.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date M Impact Resistant:No 04/05/2017 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) F1.242 R20 I1 15-0609.05.rdf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.2 JiHR-510(Impact) WinGuard Vinyl Horizontal Roller Window I Limits of Use Certification Agency Certificate 1 Approved for use in HVHZ:Yes FL242 R20 C CAC 15-0612.14.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R20 I1 15-0612.14.pdf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: i Evaluation Reports r Created by Independent Third Party: t 242.3 jHR-610(Nan-Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 15-0519.10.13df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/27/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R20 II 15-0519.10.pdf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER , type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.4 HR-710(Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 15-0519.09.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/21/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R20 II 15-0519.09.1)df - for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.5 JHR-810(Large Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate I Approved for use in HVHZ:Yes FL242 R20 C CAC 14-0320.04 LM.rdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R20 Ii 14-0320.04 LM.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.6 HR-810(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 15-0609.04 SM2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R20 II 15-0609.04 SM2.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports . Created by Independent Third Party: 242.7 HR-2710M(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate 111 Approved for use In HVHZ:Yes FL242 R20 C CAC 15-6525.23 M.rdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 I Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R20 II 15-6528.23 M.rdf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.8 HR-2710MI(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL242 R20 C CAC. 13-1125.03 Mt.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R20 II 13-1125.003 Ml.ndf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.9 HR-5410(Non-Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In H FL242 1120 C CAC 15-0903.11.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date f Impact Resistant:No 09/24/2020 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3 D... 7/19/2016 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance( A) FL242 R20 II 15-0903.11. for product performance information,anchorage details,and anchor erified B :Mi CCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports l Created by Independent Third Party: 242.10 HR-5510(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL242 R20 C CRC 15-0903.10.ndf Approved for use outside HVHZ:Yes. Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R20 Ii 15-0903.10.Ddf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.11 SGD-2500 Window(Nan-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL242 R20 C CAC 15-0609.2DLti.oIf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2018 Design_Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NCA) FL242 R20 IT 15-0609.09 y4M&'.p.f for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER i type,size,and spacing information. Created by Independent Third Party: i 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 I5-1013.i6.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/12/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FI-242 R20 1, 15-1013.16.odf ' for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports ,Created by Independent Third Party: Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850487-1824 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 mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 45s,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Ek C;redh Card ,Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3 D... 7/19/2016 MIAMI- DE MIAMI-DADS COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w+r►v.niiamidadc.flov/cconomy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for duality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section tint this product or material fails to meet the requirement e a licable building code. This product is approved as describ to comp th the Florida Building Code, including the Hi ocity HnrriCane Zone. DESCRIPTION: Series"HR-5410"PVC Horizontal Rolling Window—N.I. APPROVAL DOC - orrzontal Roller-NI",sheets 1 through 15 of 15,dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade Cowl Pro ct Control Approval stamp with the Notice of Acceptance number and approval date by the rar a-Dad County Product Control Section. MISSILE,IMPACT RATI G: None LABELING: Each unit shall permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Contt•ol Approved", unless otherwise noted herein. RENEWAL of this NOA shall be. considered after a renewal application has been fried and there has been no change hi the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration(late or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 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.15-0 MIAMI DADE COUNTY .xpiration Date: September 24,2020 te: Se)tember 24,2015 age PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-HR5410-01 titled "Horizontal Roller -NI", sheets 1 through 15 of 15, 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 FISC 2411.3.2.1, and TAS 202-94 5) Large Missile Iimpact 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. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Man el Pe ez,P.E. Product Coi rol xaminer NOA No.15-0903.11 Expiration Date: September 24,2020 Approval Date: September 24,2015 G-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 2. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their."Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. 3. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conforniance, 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. Mani el PVier.E. Product Control NOA No.1 .11 Expiration Date: September 24,2020 Approval Date: September 24,2015 E-2 DEE PRESSURE RATING T IMPACTRATING -5 ANCHORS,SEE EINFORCEMENT I N&RATED FOR CLUS ADETAILS SHEET S 1.1/4' SEE SHEETS LEVEL.SEE SHEETS r�B IMPACT RESISTANCE MAX. S E MAX. 9-13 D,SEE 2-5ANCHORS,SEE VARIES PER R LEVEL.SEt SHEET4 CLUSTER DETAILS SHEET 5 '5-W 18.94"MAX.O.C. WMAX. A SEE ............ ----B,SEESHEET3 10'MAX, SHiET3 C.SEE _id;Wia7'_ SHEET4j E,SEE r._ ---------------- -- ......... --------------- SHErT3t 19, 72" EQUALLY MAX.O.C. 72' SPACED MAX, MAX, HORS PER SUCK SUCK EQUALLY 63" TA LES 13-19 HEIGHT MG HT SPACED MAX. ANCHORSPER SEE TABLES 13-19 B UCK SHEETS HEIGHT 9.13 It I 0 x 0 x i MAX.O.C. b'MAX. 9'MAX. SEE SILL SEE SILL DETAILS, 4*D.C. 3*MAX w DETAILS, 3"MAX, SHEET3 BE N L_ SHEET BETWEEN DETAILS, O.C.B WFEPHOLE EPHOLE SEE SILL 4*O.C. WEEPHOLE 4" E. EPHOL L_ LSl_/j E EPKOLES SHEET3 HOLES '75"MAX. !�__ 75'MAX.BUCK WIDTH d _ 140"MAX.BUCK WIDTH 3'MAX. 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 5410 NON-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 REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-112-THICK ARE TO BE CONSIDERED iX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1.112"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 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 GENERAL NOTES_.......................1 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, ELEVATIONS.... ......._................... 1 6)1/4-MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS............................2 FRAME,GLASS&'ANCHOR 7)DESIGN PRESSURES: A,NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. INSTALLATION,FLANGE& B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300, EQUAL.LEGIBOX.................3 -1/3%STRESS INCREASE HAS NOT BEEN USED IN &J-CHANNEL...............IN 4 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33 INSTALLATION.INTEGRAL F 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 ........... SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DESIGN PRESSURES ...............6-8 9)METAL SUBSTRATE To MEET MIN,STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES .............9-13 10)REFERENCES:TEST REPORTS FTL-8072;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA:ELCO AGGRE-GATORNOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER SHADES OF CAP EXTRUSION PROFILES&BOM 14 COATED PVC EXTRUSION NONS:NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIlAF&PA NOS&ALUMINUM DESIGN MANUAL ASSEMBLY...................................15 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL USER INSTRUCTIONS: f% Ad 1)DETERMINE THE SITE SPECIFIC.WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. }1411111 061. 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE 1)AND \\\— !) a ProAvrtC troy at4Y Al LYNN Revised By. Date: "AN %age REINFORCEENT LEVEL, YOUR PRESSURE REQUIREMENT FOTHE WINDOW OPENING TABLES 6-12 M(SHEETS 6-8).TTM MUST EQUAL ORWINOOlArS EXCEED THEIR DESIGN PRESSURE REQUIREMENTR FOR THE WINDOW OPENING NG -,XCEN&C% <_,,rii Dy �p OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. By: to: 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION NO 58705 CONDITIONS 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 13-19(SHEETS 9-13),VERIFYTHE ANCHORISUBSTRATE WILL MEET Grown By: REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENT R H Dascripilm SF OMT IS , �,7 SHEET-SET ARE MET. GENERAL NOTES&ELEVATION J ROSOWSKI 1070 TECHNOLOGY DRWE 7TV—., Ode, S 0 - /I USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS, N. VENICE, FL 34275 P,O. BOX 1529 HORIZONTAL ROLLER-NI 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J.CHANNEL.FLANGE. NOKOMIS:FL.34274 e a deh S�18. Sheet. Drawing No. so 5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FINIJ�CHANNEL INSTALLATION. INTEGRAL FIN OR EQUAL LEGIBOX),SEE FIGURE B ON SHEET 2 A.L�'WULYE'RP-. ERT.OF AUTIL #29296 HR-6410 NTS 1 OF 15 MD-HR5410-01 lRe'. TABLE is ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE claw Typo Description �Isted from Exterior to Interior � p ( } Frame Glass Installation e Types Options Substrate Option Detall Sheet 1 ;OT LASS TYPES 1&3 MAY Conditions 374`LG.' or Ce BE USED IN THE (see Fig 8) (see Table 1) 3!4°1.0.:1/8'T Exterior Cap+1!2°Air Space+118'T Exterior Ge =[ VHZ ABOVE 301 Through the Into 2X Wood FramelBuckstrip-sheet 4,option 5 or Cap+318"Alr Space+3116"A Exterior Cap J-Channel integral In...... ....Into Metal-sheet 4,option 6 4 314"I.G.:3/16"T Exterior Cap+318"Air Space+311W T Exterior Gap (#1) 1`4 ...into 2X Wood Ftsmef8uskatrip-sheet 4,option 6 SEE SHEET 6,TABLE 5 FOR GLAZINGIDESIGN PRESSUREIANCMO}iAGE INDEX. 01 the wlMow..,... ,,,,Into Melel-shoe ,op ....Into 2X Wood Frame/Bcokstdp-shoot 3,option 1 Flange 1.4 Through the frame ....Into ConcretelCMU-shoot 3,option 2 (#2) of the window...... ....through 1XBuckstdp Into ConeretefCMU-sheet 3,option 3 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ....Into Metal-sheet 3,option 4 ...,n o (erne , Group Anchor Substrate DiaMinEdge Min. 9 into Metal-sheet 4,option 8 p Distance Embedment" Integral Fin 1 4 t+ae9�l6n-•---- (#3) Through the frame ....into 2X Woad Framel8ucksldp•sheet 4,option 6 #10 SMS P.T.Southern P ne(SG=0.�5} 116' 13 8 or the window...... into Metal-sheat 4,option 7 Steel,A36" 318" 0.050° (Steel,189 S.S. — ,MIN.OF 3 THREADS Bax f ....)Me 2X Wood Frame/Buckstdp-sheet 3,option 1 Steel Stud,A653 Gr.33° 318" 0.0451"(18 Ga.) BEYOND THE METAL or 410S,SJ Equal-Leg 1.4 Through the ....into Concrete/CMU-sheet 3,option2 A Aluminum,6063-T5' 3(8" 0.050° SUBSTRATE.FOR of the wlndow...... ....ihmu h 1%Buckatrip Into Concrete/CMU-shoal 3,opSlon 3 (#4) g^ _ P.T.Southam Pine(SG=0.55) 7116° 1-3/8" STEEL STUDS, ....into Metal-sheet 3, tion 4 3116"steel Ultracon - Concrete min.2.85 ksl 1" 1.318" MIN.Fu=45 KSI& op { } MIN.FY=33 KSI. Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" P.T.Southern Pine(SG=0.55) 9116" 1318° "UNGROUTED CMU' FIGURE 8:FRAME TYPES #12 SMS •-• VALUES MAY BE Steel,A36' 318" 0.050" USED FOR GROUTED B (steal,0 S.S.S. Q pq or 410 S.S.) Steel Stud,A653 Gr.33• 318" 0.0451"(18 Ga.) CMUAPPLICATIONS. Aluminum,6063-T5` 3/8° 0.063" 2 a 4 0 1/4`steel Ultracon Concrete(min.2.85 ksi) 1" 1-3/4' C Ungrouted CMU,(ASTM C-90) 2-1/2' 1-114" BOX OR 114"steel Cre a 1-3 INSTALLATION NOTES SEE SHEETS 3&4 FOR ILLUSTRATIONS: FLANGE � EQUAL- steelItracon Concrete(min.2.85 ksl) 2-1/2° 1-314" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON - LEG 1-318" TABLES 2&3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE 1/4"steel Creleflex 1 3/4" DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE 1-1/4' USED ON ANY SIDE OF THE WINDOW. D 114"steel Creleflex Ungrouted CMU (ASTM C-90), 2-1/2" P.T.Southern Pine(SG-0.55) 1' 1-316" 2)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 114'steel Aggre-Gator Concrete(min.3.275 ksI) 1-1/2" 1-3/8' 2,THIS SHEET,ALL WOOD SUCKS LESSTHAN 1-1/2-THICKARE TO BE CONSIDERED IX INSTALLATIONS.1X WOOD BUCKS ARE P.T.Southern Pine SG=0.55 1" 1-3/8" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD 1 fir 3 Q 114"steel Aggro-Gator Grouted CMU,(ASTM C-90) 2" 2" BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY J-CHANNEL INT FINS TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ' ARCHITECT OF RECORD. 3)VIS18LE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS • DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRALFIN 4)SEE SHEET 14 FOR OPTIONAL EGRESS LOCK DETAILS. +lgprored ae mmpiytagwlt!the Group Anchor Substrate Min,Edge Min. Florid >u'taI� It Distance Embedment' E 2-112 x.131'CetTttNall P.T.Southam Pine(SG=0.55) 3`81 2.7/16' \ I l!lY � Rnvtsed 8Y Datn:-NM RevlalonrHaOrAe # amt D de Product tro 2.1/2'Ping-shank Roofing Nail P.T.Southern Pine(SG=0.55) 3/8" 2.71181 BY P.T.Southern Pine(SG=0.55) 117' 1318' ;r r' P Revieed Ry D.ta: ReNatort: #10 Trusehead SMS Aluminum,6083-T5• _318' _ 0.050" = No.58705 3'r (steal, S.S. Steel Stud,Gr.33• 3/8" 0.0451'(18 Ga.) ' or d100 S.S.S.) - D ,: = ® DaecNptton: Drown By: F SteeSouthern PineA36* 316' 0.050" MINTHRE•DFB = ;/ GLASSIANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southam Pine(SG=0.55) 8/18° 1.318' THREADS BEYOND =•(� '., �I7�� #12 SMS _ _ THE METAL •, Fj/t E R � 1070 TECHNOLOGY DRIVE nib: polo: Atuminum,6063-75• 3/e' 0,063" SUBSTRATE.FOR LSn '••,ORtDA,.•" N.VENICE, FIL 34275 HORIZONTAL ROLLER-NI 05/15/15 (steel,189 S.S. STEEL STUDS, �i �a.,� or 410 S,S. Slee!Stud,dr.33' 316" O.t)50• ,;,rNAL t r�, P.O. 80X 1629 } Steel,A30" 318' 0.050" MIN.Fu=45 KSI& ,.1 1 i t NOKOMIS.'FL 34274 Sarlaa/Atadnl: Scale: Sheaf: emwing No. Rar MIN,Fy=33 KSI. A.LYpE ILLS ,P.E. CERT. OF AUPIL #29296 HR-5410 NTS 2 OF 15 MD-I-IR5410-01 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES OPTION 3 TYP.ANCHOR TYPE, INSTALLATION @1 OR 2z 23 ANCHORED THROUGH FRAME AND iX INSTALLATION EMBEDMENT AND EDGE OPTION 4 SEE INSTALLATION NOTES SHEET 2 BLICKSTRIP INTO CONCRETE(CMU. (SEE SHEETS 6�8) SEE NOTE 2.SHEET 2. OPTION I DISTANCE PER SUBSTRATE, ANCHORED THROUGH ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2,SHEET 2. TYPICAL FOR ALL FRAME INTO 2XWOOD FRAME INTO METAL "XC"OR'OX"SASH 1/4'MAX SHIM EMBEDMENT FRAME OR BUCKSTRIP. SEE NOTE 2,SHEET 2. 1/4'MAX.SHIM 19 16 30 16 29 EMBEDMENT 1320 OPERABLE 28 FLANGE #IOOR#12S7EEL 40 SASH EDGE FRAME SMS(G5), /I DISTANCE SHOWN SE TABLE 2.SHEET 2. U AL) 28 L (D HI 'MAX 1/4SM EJ FIXED 41 TYP,ANCHOR TYPE, BIBLE EMBEDMENTAND 2 13 LITE VI EDGE DISTANCE PER J, LIGHT WIDTH 1, SUBSTRATE,SEE 73 1= TABLE 2,SHEET 2, B5 87 DADS APPROVED MULLION, 29 FBO COMPLIANT VISIBLE 42 13 ALUMINUMJSTEEL FRAMING FLANGE 73 14 LIGHT. ..—. EXTERIOR OR STEEL STUD.MAY BE FRAME OR @25 OR 26 4 EQUAL VISIBLEE FIXED VERTICAL OR HORIZONTAL. SHOWN IS 1�7 LEG LIGHT SEE SUBSTRATE PROPERTIES, (SEE SHEETS 6-8)TYPICAL FOR L FRAME Ill AT OF INTERLOCK HEIGHT SHOWN FC4 (')3.112• 0 LITE 'j,F EACH SASH )F TABLE 2,SHEET 2 "XO" MEETING RAIL BUCK WIDTH CORNER AND(1)AT( )F BUCK 29 HORIZONTAL SECTION.A-A(OX) SASH STILES/RAILS 22 OR@ 28 30 16 19 is (SEE SHEETS 6-8)TYPICAL HEIGHT EXTERIOR OPERABLE 40 20 OPERABLE 4 FOR ALL'XOX"SASH VISIBLE SASH SASH 37-39 OR OR LIGHT OPERAB @1 2@2 2@3 1, 1" (SEE SHEETS 6.8) HEIGHT SASHLE 11 28 11 0 TYPICAL FOR L ALL SASH— 16 VISIBLE HAED LITE VISIBLE 45 47 LIGHTWIDTHTr_ LIGHT WIDTH 81 Y9 FLANGE ...... FRAME 87 Is- WEEP OPT. 29 zim I —A �a NOTCHES 80 L, 3/4'X14— 34 OR 26 VISIBLE 42 EXTERIOR 0 1-114"X 114— 2 LIGHT WIDTH 73 14 (SEE SHEETS B-S)TYPICAL FOR ALL 4 3 "-G/4"MAX 'XOX'FIXED MEETING RAIL — BUCK WIDTH SHIM HORIZONTAL SECTION E-E(XOX) Enuv LEG 4pp—cd -emptying-ftb rni IF) INSTALLATION AS PER SECTION A-A ABOVE FRAME PIC juldf EQUAL LEG ------ SHOWN Dole Ca 2D NIDA FRAME SHOWN Tj EMBEDMENT LYN,V'4'f"/, O?dvf.ed By: Date: Rovistan; Mom de Product troll INSTALLATION ...IC ee 11� OP • V 1.; r. ANCHOR • P Relfaed BY. Date. Rayhron: No.58705 FRAME DIRECTLY Q CONCRETE/CMU. EDGE Dwription: Drawn By: DISTANCE VISIBLE LIGHT FORMULAS TYP.ANCHOR TYPE. t cc FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI EMBEDMENT AND EDGE—//VE ..qjS FT (EQUAL-LITE,XO&OX) Ei VERTICAL E F DISTANCE PER SUBSTRATE 1070 TECHNOLOGY DRIVE 7111a. Do WIDTH:BUCK WIDTH 12-4-1/4' 1 SECTION B-B �� '--ItOMI HORIZONTAL ROLLER-N1 106/15/15 SSE TABLE 2,SHEET 21 ........ N. VENICE, FL 34276 HEIGHT:BUCK HEIGHT-7-114' P.O. BOX 1529 11,01"JA NOKOMIS;FL 34274 Sedeslwodel. scale: sh.0- Drawing No. Rar A. R OF Kea ,P.E.7 CERT. OF #29296 HR-5410 NTS 3 OF 16 MD-HR541 0-01 4"MAX.O.C. --� r— 3/4'NOM. 3!A'NOM.—— //// I 1/2'NOM.GLASS 76 R 77 OR 78 BITE TYP. 1/8"A GLASS 1/8"T GLASS 73 a 74 112"AIR SPACE 112"AIR SPACE EXTERIOR 5-ANCHOR CLUSTER DETAIL 1/8"A GLASS 1/8"T GLASS---\ 28 EXTERIOR a EXTERIOR 75 20 4"MAX.O.C. DURASEAL, DURASEAL, - SUPERSPACER SUPERSPACER Th OR CARDINAL SPACER OR CARDINAL SPACER _ 33 ��/ GLASS TYPE 1 GLASS TYP 2 a 4-ANCHOR CLUSTER DETAIL TYP, GLAZING DETAIL 4'MAX.O.C. 3/4"NOM. 314"NOM. � �— � r 3/16"A GLASS 3/16"T GLASS 3/B'AIR SPACE 318,AIR SPACE 3116"A_GLASS 3/16"T GLASS EXTERIOR a EXTERIOR lb DURASEAL, DURASEAL, 3-ANCHOR CLUSTER DETAIL SUPERSPACER— SUPERSPACER OR CARDINAL SPACER OR CARDINAL SPACER 8`MAX.O.C. 4'MIN.O.C. GLASS TYPE 3 GLASS TYPE 4 Approved m iwrIplytngnitY lDc oda lam C° QA 5 11151111111/1 NIAN 1�t�q\4.•.......M7<(i��, Revised By: Dote: R.&Ion: bfLp ID d,PI,7 r .1 , .. 11 Ih. 2-ANCHOR CLUSTER DETAIL t:' _ R°creed ByD°t°' R°"°r°"` Nu.50705 q Descrrptron: Drawn By: =`l�•� �,l �� S ;.1L�1 ® GLAZING DETAILS J ROSOWSKI '•.�;�ORID�.•' 1070 TECHNOLOGY DRIVE RGe: Data: GLAZING NOTES: ��iv'�. �C�� N VENICE, BOX 1529 4275 HORIZONTAL ROLLER WINDOW-NI 05/15/15 "A"=ANNEALED //10, NOKOMIS, FL 34274 `T°=TEMPERED Series/Mode(: Srnlo: Sheet: Drewrng No. R°�+ A.LYNNMILLER.58 05 P.E. CERT.OF AUTH. {29296 HR-5410 NTS 5 OF 15 MD-HR5410-01 P.E.q 58705 TABLE 6: TABLE 7: Glee'aGIs"Types Types Design Pressure(lbsitt2)/or XO or OX Windows 1-4 Design Pressure(Ibs/1t2)for XO or OX Windows Relnt.Leel Window Buck He Reln1.Level Window Buck Helaht R1 30' 36' 011 48• %' R2 30' 36' 48' 54' 25-1/2' +65.0 -100.0 +85.0 -100.0 A +85.0 -100.0 25.1/Y +85.0 -130.0 +65.61 -130.0 +05.0 -130.0 +85.0 -130.0 28' +65.0 -100.0 1+65.0 1-1DO.0 +85.0 -100.0 +65.0 -100.0 _ 28' +65.0 1-130.0 +65.0 -130.0 1+85.0 -130.0 +65.0 -130.0 36' +65.0 -100.0 +65.0 1-100.0 +65.0 -94.2 +65.0 1 -01.6 1 38' +65.0 -130.0 +65.0 -130.0 +85.0 -118.5 +85.0 -109.5 m 42' +85.0 -100.0 +65.0 -100.0 +65.0 -83.9 +65.0 1 -72,4 42' +85.0 -130.0 +65.0 -130.0 +85.0 -91.711 +65.0 -82.4 48' +65.0 7100.0 +65.0 400.0 +65.0 -78.5 +65.0 1 -65.6 1 48' +65.0 -130,0 +65.0 -129.4 1+05.0 1 -85.9 +85.0 -72.6 +65.0 -100.0 +65.0 -100.0 • +60.5 1 -58.5 1 6D' +85.0 -130.0 +85.0 -114.6 +65.0 1 .83.5 +85.0 -71.8 75' +615.0 -100.0 +65.0 +60.3 •80.3 0.0 b0.0 75' +85.0 -109.5 +65.0 -94.9 +85.0 -72.9 +85.0' -85.5• EE TABLE 13 F ANCHORAGE '+651-70 FOR GLASS TYPES 24 SEE TABLE 14 FOR ANCHORAGE 0 TABLE 5: E HEADER Index to All Design Pressure and Anchor Quantity Tables ConBg Max. Max. Glass j2j Design Pmseum AnchorOwnlity Q wknn Helaht Type SECTION DETAIL Table# Page# Table# Peas# SECTION DETAIL 21 FOR WINDOWS WITH O 21 sa e e 13 FOR WINDOWS WITH LEVEL R2 REINFORCEMENT 75' 54' 1 7 8 14 a VEL R1 REINFORCEMENT710 63' 10 7 15 10 REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH or 54' 6 6 13 9 ( IN FIGURES APPLY TO ALLHEIGHT IN FIGURES APPLY TO ALL HEIGHTOX 64' 7 8 14 9 FRAME TYPES76' 83' 2-4 107 15 10 FRAME TYPES& RATIONCONFIGURATIONS)7Y 11 8 16 10 CONFIGURATIONS) ll 21 21 120' 83' 1 3 1 8 7 17 11 XOX 140• 63' 2-4 3 1 9 7 18 1312 a a 4 12 8 19 EXTERIOR EXTERIOR SILL - - SILL a 0 0 SASH WIDTH SASH WIDTH MEETING RAIL 0 o MEETING RAIL l� D 24 p p 25 21 21 0 21 21 0 JAMB EXTERIOR JAMB EXTE�iRIORo e Approved ss complying with lb. V v p o p FlorMs i��Aiyy��n��::C../j�Jjj77e/•\'�(� itOA#' Revfaed By: Da H: Revfefon: �1 , \ Cly lYh1N 4�/�/�i 0 ( g7 >�,.• \,\CENSE FP Rsvfsed By: Date: RaWslon: tT No.58705 �r DeecAptlon: Dmwn Be, NOTES: " ° �. 1/ ot(,��I T LS /i'. DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. :��'• STA1 F •4Q�� 1070 TECHNOLOGY DRIVE TIDe: Dote' 32)FRAME)FORSZES NOTIONS ARE BUCK SFiOWN,ROUND UIP TO THE NEXT AVAILABLTH AND BUCK HEIGHT E WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. '��5 FCORIO�•.•r'�0EE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. `��` N.VENICE,P.O. BOX IS 8275 HORIZONTAL ROLLER-NI 05/15/15 4)•114.1/2-1/4'AND-1/3-1/3-113-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH //6 f• �. �� ' NOKOMIS:FL 34274 Serks/Nodef: Scale: Sheat: Dmwfng No. Rev: RANGE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN q!LYr{ 4BR,`d.E. CERT. OF AUiH. #29296 HR-5410 NTS 6 OF 15 M D-H R5410-01 THE RANGE P. .#58705 TABLES: TABLE 10: Glass Pressure n Type Sash Desl lbs/ft2 for XOX Windows Glass Types 1 sash Width g ( ) 1-4 Design Pressure(Ibslftz)for XO or OX Windows Relnf.Level Contguralion Range(In) Window Buck Height Relnf.Level Window Buck Height R3 30• 1 36' 48' S4' 63' R3 30• 36• 48' 64' 63' v/s 35-114• J/-% 11.391-11.391 +85.0 -100.0 +65.0 -100.0 1+65.0 -100.0 +65.0 -100.0 *85.0 -93.025.1!2' +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 38' %-%-% 12.308-12.308 +65.0 -100.0 +65.0 1-100.0 1+65.0 -100.0 +65.0 -100.0 +65.0 -100.0 g 28• +65.0 •100.0 +65.0 1-100.0 +65.0 A 00.0 1+65.0 -100.0 +65.0 -100.0 YI_YI_y 11.391-13.397 +65.0 -100.0 +65.0 1-100.0 I+65.0 •89.0 +65.0 •77.9 +85.0 •89.5 3G +85.0 -100.0 +85.0 -100.0 +65.0 -100.0 +65.0 -100.0 *65.0 55.4 45-"" -% 13.398.14.063 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +85.0 -100.0 +65.0 -96.5 qY +85.0 -100.0 +85.0 -100.0 +85.0 •91.7 +65.0 -82.4�+5 5.0 -74.1 y_y 11.391-12.287 +65.0 -100.0 +85.0 -100.0 +65,0 -85,8 +65.0 -72.2 +59.6 -59.6 'S 48' +65.0 -100.0 +85.0 -100,0 +65.0 -85.9 +85.0 •72.60.9 •60.47314' -15.558 +65.0 -100.0 +65,0 -100.0 +65.0 -87,2 +85.0 -74.8 +85.0 •65.9 60' ♦65.0 -100.0 +85.0 -100.0 +65.0 -83.5 +85.0 -70.98.7 58.7 d Custom 11.391-12.016 +65.0 -100.0 +65.0 -100.0 +65.0 •84.4 +65.0 •71.8 +56.3 56.3 75• +65.0 -100.0 +65.0 -94.9 +85.0 -72.982.8 *50.0 50.0 52-1/6' %-y-% 12.017-13.397 +65.0 -100.0 +65.0 -100,0 +65.0 -85.0 +65.0 -71.6 +58.1 56.1 SEE TABLE 15 FOR ANCHORAGE -y- 13.398-17.016 +85.0 A00.0 +65.0 400.0 +65.0 -85.4 +65.0 -72.0 +58.7 -58.7 Custom 111.391-13.397 +65.0 -100.0 +65.0 -98.9 +65.0 -73.9 +65.0 •66.6 +55.9 55.0 80' Y%-y 1 13.398-15.360 +65.0 -100.0 +85.0 -100.0 +65.0 50.8 +65.0 -70.7 +57.6 -57.6 HEADER %-%-Y 15.361-19.641 +65.0 -100.0 +65.0 -100.0 +65.0 -84.5 +85.0 -71.6 +56.3 .56.3 4, 75' Y4-y,-Y. 17.141-19.110 +65.0 -100.0 +85.0 -69.3 +65.0 58.8 +81.4 51.4 +52.5 52.5 18,111-24.641 1+65.0 -100.0 +65.0 -98.1 +65.0 1 -74.5 +65.0 57.2 +58.1 56.1 '_+/� 27.841 516 +85.0 -100.0 +85.0 -89.3 +85.0 58.6 +61.4 51.4 +52.5 52.5 SECTION DETAIL 96' cu 32.517-39.641 185.0 -100.0 +65.0 31.3 +65.0 -70.8 +83.0 53.0 +53,7 53.7 FOR WINDOWS WITH a 22 120• Yi,/•y •• -39.641 +65.0 -100.0 +65.0 59.3 +65.8 56.8 Al+ .4 5t.a *so.o SD.o LEVEL R3 REINFORCEMENT "MIN.SASH SIZE=WINDOW WIDTH-40.72 SEE TABLE 17 FOR ANCHORAGE (REINFORCEMENTS SHOWN SASH TABLE 9: IN FIGURES APPLY TO ALL HEIGHT Glace Types FRAME TYPES 8 2-q Sash Design Preaaure(Ibslft2)forXOX Windows CONFIGURATIONS) a 22 Sash Width Relnf Level Configuration Range(in) Window Buck Height R3 30' 38' 1 48' 54' 69• Q 35-114' %% 11.391-11.391 +65.0 -100.0 +65.0 -100.0 +65.0 •100.0 +65.0 -100.0 +65.0 1-100.0 38' %r%s-'/s 12.308-12.308 +65.0 -100.00-0.." -100.0 +65.0 -100.0 +85.0 -100.0 +65.0 -100.0 EXTERIOR - -y-% 11.391-13.397 +65.0 •100.0 -100.0 +85.0 •1000 +65.0 •100.0 +65.0 37.9 SILL 45 176' y-T/i% 13.398-14.883 +65.0 -100.0 -100.0 +65.0 -100.0 +85.0 -100.0 +65.0 -100.0 O -+/i% 11.391-12.287 +65.0 -100.0 -100.0 +05.0 -100.0 +65.0 -100.0 +65.0 -95.2 473/4' 12.288-15.558 +65.0 -100.0 -100.0 +65.0 -100.0 +85.0 •100.0 +85.0 .91.2 Custom 11.391-12016 +65.0 -100.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 •68.5 SASH WIDTH 52.1/8- %-%% 12.017-13.397 +65.0 -100.0 -100.0 +65.0 -100.0 +65,0 -100.0 +65.0 57.5 Y.-%-y 13.398-17.016 +65.0 -100.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -84.8 MEETING RAIL Custom 11.391-13.397 +85.0 -100.0 -100.0 +65.0 -100.0 +65.0 •94.8 +65.0 -77.0 0 %-y15.360 +65.0 -100.0 -100.0 +65.0 -100.0 +65.0 34.9 +65.0 -77.7 p Q 25 , Y-ys-Y 16.381-18.841 +-6-5.-OT--100.0 +85.0 -100.0 +85.0 -100.0 +65.0 32.1 +65.0 -75.7 22 22 0 Custom 11.391-13.397 +65.0 -100.0 +65.0 -100.0 +65.0 -94.4 +65.0 -86.8 +65.0 58.7 JAMB EXTERIOR 75' Y4 -1/4 13.398-19.110 +65.0 -100.0 +65.0 -100.0 +65.0 37.3 +65.0 50.4 *S3.8 •63.8 rr11 ° 19.111-24.Bd1 *65.0 -100.0 +85.0 -100.0 +65.0 -94.1 +85.0 -78.4 +84.3 54.3 V p •PP�ved es complying w11A tA+ y -y PlorWs dd'n CoP U■fe rj Custom 17.641•19.397 +65.0 •100.0 +85.0 1 •90.4 1+85.0 52.6 +85.0 1 -75.0 +60.9 50.9 NOA71 g0• y_y_y 18.388-24.380 +65.0 -100.0 +65.0 37.4 +85.0 -67.6 +(15.0 -74.2 +57.5 57.5 \11 " Revised By: Date: Revitlon: ml de ProductC ys-ya-yi 24.361-31.641 +65.0 •100.0 +65.0 -100.0 +85.0 •85.0 +85.0 59.8 "+5,5.2 .55.2 �vVit`( LYNN /i/ _-.%_K-y 29.841-32.515 +65.0 -100.0 +85.0 -90.4 +65.0 52.8 +65.0 58.6 � ��\�O'1.10ENSc• F/i Revised By: Dte: Revision: B7. 120• 32.516-39.641 +65.0 -100.0 *65.11 •100.0 +85.0 -81.4 +65.0 55.6 140' Custom -39.641 +65.0 -100.0 +85.0 •90.4 +65.0 -814 +65.0 55.6 _ N0.58705 'TT • SEE TABLE 18 FOR ANCHORAGE 44 Deser(ptfon: mown�' MIN.snsllSIZE= WINDOW DTH DESIGN PRESSURE TABLES J ROSOWSKI NOTES: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. %(]'•. 3T TE O= � Dote: /� 1070 TECHNOLOGY DRIVE nge. ' ' coRtDr•,.• �� N.VENICE, vL 34276 HORIZONTAL ROLLER-NI 05/15/15 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. ,a 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, i�L4 •••••••' G•� P.O. 80% 1529 4)'1/4-1/2-114'AND'1l3.113-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE ///�S�n�A� �C`�`' NOKOMIS,FL 34274 Serras/Model: Scale: shoe: Droeing No. Rer. IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. b!9vN�IM(LI.Eit,b.E. CERT. OF Aunt, y29296 HR-5410 NTS 7 OF 15 MD-HR5410-01 .1158705 TABLE 11: Glass Types 2.4 Design Pressure(IbsW)forXOorOXWindows Reinl.Level Window Buck Height R4 36" 48" 54" B3" 72" 25-112" +65,0 430.0 +65.0 .130.0 +65.0 .130.0 +85.0 -130.0 +65.0 -130.0 28" +65.0 .130.0 +850 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 x 38" +85.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +85.0 .123.3 m d2" +rS.O .130.0 1650 .136.0 +650 -130.0 +05.0 -126,8 +65.0 .108.2 Rn 48" +65.0 .130.0 +65.0 •130.0 +65.0 •130.0 +85.0 -114.2 +65.0 -97.1 b s 60' +65.0 -130.0 +650 -130.0 +65.0 -112.6 465.0 -94.1 +65.0 -61.7 HEADER 75' +65.0 -130.0 +65.0 -119.3 +65.0 -104.0 +65.0 .84.2 +65.0 .70.0 SEE TABLE 16 FOR ANCHORAGE a SECTION DETAIL TABLE 12: FOR WINDOWS WITH 23 C1aas Types LEVEL R4 REINFORCEMENT 2-4 Sash Sash Design Pressure(lbstft2)for XOX Windows ConB oration (REINFORCEMENTS FIGURES APPLY TO WLHEIGHSASH T T ReInL Late) Width 9 Range On) Window Buck Height R4 _ FRAME TYPES& 30' � 48" 54 6yCONFIGURATIONS) 35.114" };-f-y 11.391-ti,391 +66.0 -130.0 +65,0 430.0 +65.0 -130.0 +65.01-130.0 +65,0 •130.0 23 38' Y,-%-Y, 12.308-12308 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +85.0 -030,0 +650 •130.0 45.118" y4-y.-y4 11,391-13.307 +65.0 -130.0 +65.0 1•130.0 +e5.0 -130.0 +65.0 -1300 +65.0 -13o,0 a %-Ys-Ys 13.398-14.663 +85.0 -130.0 +65.0 -130,0 +65.0 -130.0 +65.0 430,0 165.0 -130.0 47-314' y-Y.-y 11.391.12297 +65.0 -130.0 +65,0 -130,0 +65.0 -130.0 +65.0 -130.0 +65.0 .128.91 EXTEROR SILL - % 12.298-15.558 +65.0 •130.0 +66.0 -130.0 +65.0 430.0 +65.0 -130.0 +65.0 -127,7 �r Custom 11.391-12.016 +MO -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -116.2 +65.0 •98.2 p 52-118' y4-%-% 12.017-13.397 +65.0 -130.0 +65,0 -130.0 +65.0 -130.0 +65.0 -121,3 +65.0 -104.3 c V3-Y,-Y, 13.398-17.016 +65.0 -130.0 +65,0 -130.0 +65.0 -130.0 +85.0 -130.0 +65.0 -118,7 SASH WIDTH - Custom 11,381-13.397 +65.0 -130.0 +65,0 -130.0 +65,0 1.120.4 +65.0 -104.8 +65.0 $8.2 m 60" %-%% 13.388•15.360 465.0 -130,0 465.0 -130.0 +65,0 1-127.2 +65.0 -108.2 +65.0 .89.2 - ''/s" -Y 15.381-19.641 +65.0 -130.0 465.0 -130.0 +65.0 -130.0 +65.0 -118.4 +65,0 -08.5 0 o MEETING RAIL Custom 11,391-13.397 +65.0 -119.7 +65.0 -109.6 +65,0 -94.4 +65.0 -88.8 1+65.0 -75,2 75' Y4-YY, 13.396-19.110 +fS.D -130.0 +65.0 -121.2 +65.0 -1022 +65.0 $1.7 1+650 -79.3 Ys-'h-Yo 19.111-24.641 +65.0 -130,0 +65.0 -130.0 +65.0 -121.1 +65.0 .105.2 +65.0 -86.4 23 23 0 Custom 17.641-19.387 +65.0 -100.0 465,0 -90.4 +85.0 -62,8 +85.0 -75.6 +65.0• •67.3' JAMB axrea 0 96' Y4-Y,-Y, 19.398-24.380 +65.0 -105,9 +65,0 $7.4 +65.0 $7.8 +65.0 -80.2 +85.0 -70.4 Y-Ys-% 24.381-31.641 +65.0 1430.0 +65.0 -124.2 465.0 -103.8 +65.0 -82.7 +05.0 -77.3 y.-%-y4 .641-32.515 5.0 -100.0 +65,0 0A +65.0 $28 +65.0 -1120' b8 +55.0• $7.3' -Ys-% , . . 34 +85.0 -70.7Y 6 140' 1 Custom •• -39.8411+65.0 1•100.0 +65.0 1 -90,4 1+65.0 -82.8 +65.0 -7&0 +65.0'1:u.3- +651-70 FOR GLASS TYPES 2&4 SEE TABLE 19 FOR ANCHORAGE •'MIN.SASH SIZE=WINDOW WIDTH-60.72 4ppraved as complying with th- 2 'Id" di C t1}1litryl D4k >> L �i� Rerlsed Gala: MOAN `1 NUF}`�.•..• LYNN/ � BY+ Revfalan: ml a Product ,�4��,.•'•\,IGEN SP ''(`�� liT. Revtaed 6Y: Gate: Revision: N D.58705 .0 :�. - ® Vaecdpilon: Drown 8y: NOTES: i y5 ems' DESIGN PRESSURE TABLES J ROSOWSKI t U` 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. i�t�'•. S7 A E •' ,�1` 1070 TECHNOLOGY DRIVE 7106: Date: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4).SASH SIZE IS AS PER THE FIGURE. ' �'+ `•• RtOA•''("j�� N. VENICE, FL 34275 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. i�'+s/(�l L�Ca,t`' P.O. BOX 1529 HORIZONTAL ROLLER-NI •05/15/15 FL 4)"114-1/2-114-AND"113.113-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE illi• t NOKOMIS; 34274 6erlea/Ftadet Seale: shoe1: Dmwtng No. Rer. IN THE ADJACENT COLUMN,'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.L.. 1 'R,P.E. CERT.OF RUTH. #29296 HR-5410 NTS 1 8 OF:15:]MD-HR5410-01 TABLE 13: Glass'types Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor 1-4 Sash Spacing for"Integral- GroDp E Group F Width 30"Height 36"Height 48° 54'Height 30"Height 36"Height 48°Height 54'Height Fin"Installation MeadItl Head Head Head Head Head Head Head RelnF.Level ll0i &SIII ' &SIII ' &SIII &Slll h Sill 0, &SIII &Sill ' &Sill R? Anchor Group A Anchor Group C GUIDE TO USING ANCHOR QUANTITY TABLES 4mmedu tompty(ag with M. 25-112" 12.147 1+C2+1 2 y+C2+1 3 1+C2+1 3 1+C2+1 13 1+C2+1 2 1+C2+1 31 1+102+1 3 ltC2+1 3 nbrlda din C 28" 13.397 ?+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 i+C2+1 31 1+C2+1 3 1+C2+1 3 FOR OX WINDOWS(XO SIMILAR): ANCHOR QUANTITY I D dt Prodntt trot x 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 �PERJAM13 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+G2+1 3 1+02+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+G2+1 3 ay 2 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: 55 46" 23.397 ?+102+1 2 1+G2+1 3 1+G2+y 3 2+G2+1 3 1+C2+1 2 1+C2+1 3 1+G2+1 3 1+G2+1 3 (2)ANCHORS AT THE FIXED SECTION 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL > " +(2)ANCHORS AT THE SASH a 5° 36.697 2+C2+2 2 2+102+2 3 2+C2+2 3 +C2+2 3 2+C2+2 2 2+G2+2 3 2+C2+2 2+C2+2 3 TOTAL OF 7 ANCHORS AT THE HEAD AND?ANCHORS AT THE SILL. ; Ancho Anchor i'•EE 26-112" 12.147 1+C2+1 2 1+G2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 LID :6 28° 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 i+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+G2+1 3 1+C2+i 3 1+C2+1 3 ) /—SEE CLUSTER DETAIL s, HEETS w Ij O o x I / Co 42' 20.397 i+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 i a C> a o _-••-_ •• _ SEE ELEVAT N, O atop 48" 23.397 1+102+1 2 1+102+1 3 1+C2+1 3 1+C2+1 3 1+102+1 2 1+C2+1 3 1+C2+1 3 1+G2+1 C .X- SHEETI } 29.397 2+102+2 2 2+02+2 2+C2+2 3 2+C2+2 2 2+C2+2 2+C2+2 SEE — / 0teentt a lY ELEVATION, 39 _ 75"-J 36.897 2+C2+2 2 2+C2 3 2+C2+2 +C2+2 3 2+C2+2 2 2+C2 3 2+C2+2 3 2+C2+2 SHEETI MEETING RAIL Z L1L 0)Ii � ura �' E TABLE 6 FOR IGN PRESSURE REPEAT.ANCHOR PATTERN AT SILL 2 L TABLE 14: C)(,J X�Q CS (n FO OX WINDOWS: z o w aN Glass Types Anchor Quantities for XO or OX Windows o m Y ANCHOR QUANTITY 1-4 Sash PER JAMS C' O 0 rn Q ' r Width 30"Height 36°Height 46'Height 54"Height 30"Height 38"Height 48"Height 54°Melght — Z 0'Z F- 0 LL Head Head a Head a Head Head Head p Head Head HEAD AND SILL ANCHOR QUANTITY: w Reinf.Level M) E E E E E E 1+03+2+C3+1 4 ---t O &Sill &S10 &Sill &SIII &sill &Sill &SIII &S!t! '"� (1)ANCHOR AT THE SASH J R2 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL F' O Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION r Z W raayS +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL _ F 25-112" 12.147 1+02+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 +(1)ANCHOR AT THE SASH d H Z 28+ 13.397 1tC2+1 2 1+102+' 3 ;+ +� 3 1+102+? 3 TOTAL OF 10 ANCHORS A7 THE HEAD AND 10 ANCHORS AT THE SILL Z aiva$ .. ..�„ 0¢ O Q O 36" 17.397 1+C2+1 2 1+C2 +1 3 u SEE ELEVATION,SHEET 1 42 20,397 NOtAIIDWed 1+G2+1 2 1+102+1 3 1+102+1 3 1+102+1 3 U —Q. z SEE ELEVATION,SHEET 1 b 48" 23.397 i+C2+1 2 1+C2+1 3 1+C2+1 3 t+C2+1 3 SEE ELEVATION,SHEET 1 Q O EL 60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 _ 75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+102+2 3 "" SEE ELEVATION, Anchor Group B Anchor Group D rrIIETI� X SHEETI �\ LYN SEE 25.112" 12.147 i+102+1 2 1+102+1 3 1+02+1 3 1+G2+1 3 1+102+1 2 1+G2+1 3 1+102+1 3 1+G2+1 3 ELEVATION, eti �1cENs� •..c�P �J SHEETI SEE CLUSTER28" 13.397 1+102+1 2 1+102+1 3 1+G2+1 3 1+G2+1 3 1+G2+1 2 1+G2+1 3 1+G2+1 3 1+G2+i 3 NG RAIL DETAILS, _ No.58705 Y 38' 17.397 1+102+1 2 1+02+1 3 1+102+1 3 1+C2+1 3 1+102+1 2 1+102+1 3 1+102+1 3 1+G2+1 3 SHEETS REPEAT ANCHOR PATTERN AT SILL to 42" 20.397 1+C2+1 2 1+C2+1 3 1+102+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 48" 23.397 ?+C2+1 2 1+C2+i 3 1+02+1 3 1+C2+1 3 1+102+1 2 1+G2+i 3 1+102+y 3 1+102+1 3 NOTES: xj f7 is W 1)FRAME DIMENSIONS ARE BUCK WIDTH C� S1 TC t F jJ 60" 29.397 2+C2+2 2 2+C2+2 3 2+G2+2 3 2+G2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+02+2 3 Mex,Anchor O.C. Anchor AND BUCK HEIGHT(SEE SHEETS 3.4). "�'.Ft• WO...•' '. Spacing for"Integral- G/oupF SASH SIZE IS AS PER THE FIGURES ON SS+ C\G 75" 36.897 2+102+2 2 2+102+2 3 2+102+2 3 2+C2+2 3 2+102+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SHEETS 68. i��ViVAI. N FIn'Installation 4" 2)FOR SIZES NOT SHOWN,ROUND UP TO SEE TABLE 7 FOR DESIGN PRESSURE THE NEXT AVAILABLE WIDTH OR HEIGHT A.LYNN MILLER,P.E. DIMENSION SHOWN ON THE TABLE. ftEtt 58705 TABLE 15: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. 1-4 Sash Spacing for"Integral" Width 30"Height 36'Height 48°Haight 54'Height 63'Heigh141- 0"Height 36'Height 48"Height 54"Haight 63"Holght Fin"Installation RelntL.evel On) Head Head HeadItl Head Head HeadItl Head E Head E Head E Head Anchor Anchor &Sill 9� &Sill &SI11 &St!! &Silt &Sill z &SIII 10� &SIII -moi &Sill &SIII Group E Group F R3 Anchor Group A Anchor Group C 2.6' 4" 4pprov,d 9..mmplyinx with tC- Korid. Idy C 251!2° 12.147 1+C2+1 2 j+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 oaLJrF� St, NOTES: NOAII 28" 13.397 1+G2+1 2 1+G2+1 3 1+C2+1 4 1+C2+1 4 1+G3+1 +C2+1 2 1+C2+1 3 1+G2+1 4 1+C2+1 4 1+G2+i 4 1)FRAME DIMENSIONS ARE BUCK mI n,Ie Prodort trot 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+132+1 4 1+C2+1 4 WIDTH AND BUCK HEIGHT(SEE ny SHEETS 3.4).SASH SIZE IS AS PER THE 42° 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+j 4 1+C3+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 j+C2+1 4 1+C2+1 4 FIGURES ON SHEETS&B. 48' 23.397 1+G2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 j+C2+1 4 j+C2+1 2 1+C2+1 3 1+C2+1 4 t+C2+1 4 j+C2+1 4 2)FOR SIZES NOT SHOWN,ROUND UP 60' 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 TO THE NEXT AVAILABLE WIDTH OR a HEIGHT DIMENSION SHOWN ON THE a 75' 1 36.897 2+G2+2 21 2+C2+2 131 2+03+2 141 2+C3+2 14 2+103+2 4 2+C2+2 121 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 b TABLE. a` Anchor Group B Anchor Group D 3)SEE SHEET 9 FOR A GUIDE TO USING 25-112" 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 M+C2+1 1+C2+j q THESE TABLES. Y 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+G2+1 4 1+C2+1 4 4p1t4-1n-u4"AND-1r3.1/3-il3' LA INDICATE THAT THOSE STANDARD ut O r0 a 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 j+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 .1+C2+1 A SASH CONFIGURATIONS FALL WITHIN > p42° 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+j 2 j+C2+1 3 1+C2+1 4 1+C2+1 4THE SASH WIDTH RANGE IN THE A QADJACENT COLUMN."CUSTOM' a>46° 23.397 1+C2+1 2 1+C2+1 3 i+C2+j 4 j+C2+1 4 1+C2+1 4 1+C2+1 2 1+G2+1 3 1+C2+j 4 1+C2+1 4 INDICATES THAT NO STANDARD SASH C4 N64' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+G2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 RANGE ORATIONS FALL WITHIN THE p 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 q z r' N li to °"°a° D TABLE 1a: SEE TABLE 10 FOR DESIGN PRESSURE =L) 8� r Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. o° m zto 2-4 Sash Spacing for z a z !✓ LL Width 30"Height 35"Height 48"Height 54"Height 63"Height 72"Height 30"Height 36"Height 48"Height 54"Height 83"Height 72"Height 'Integral-Fin" LLI O On) Head E Head E Head E Head Head E Head E Head E Head E Head Head Head Head E J o R. Lew! &Si{I 9 &SISI ° &sill t° &Sill ° m O n: m m &Siil Anchor Group F 69 Z O i— R4 o &Sill &Silt &S{I! &SIII &Sill &Sill &SIII r Anchor Group A Anchor Group C g 1" ® _ _ 25-1/2" 12,147 i+C2+1 2 1+02+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 0 PIc Z 26" 13.397 j+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 41 1+C3+1 5 1+C4+1 5 < W Z a!a s m 36" 17.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 0 O O o m 42" 24.397Not Allowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 0 Zo W O a 48" 23.397 1+132+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 Q C 80" 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 aria 'osaa sauas S 75" 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5' Anchor Group B Anchor Group p �\`�GC,y LYNrV 25-112" 2+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 No.58705 28" 2+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 b j+C3+1 5 1+C4+i 5 - - _ x 36' 2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 j+C4+1 6 - m 42" 2+t 2 1+C2+S 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 j+C2+t 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+G4+1 5 %'}34 1,tr�7- n STATE�f 0 48" 2+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 V --r2- 6W <z '•....... 2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C3+2 3 2+C4+2 4 +C4+2 4 2+C4+2 5 2+C4+2 5 art,. 75" 36.897 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 ' A.LYNN MILLER,P.E. SEE TABLE 11 FOR DESIGN PRESSURE P,E.#5e7Q5 TABLE 17: Glass Type Anchor Quantiles Tor XOX Wlndows 1 Sash 24'Height 30'Height 36•Height 48'Height 54'Height f.2C2 ight 24'Height 30'Height 38'Height 48'Height 54'Height 63'Height �l nN IsOplylog with IN. Sash Width Conlgute5en a a a aa a a a a p a Dete Rein1.Leel Range�n) Head&Sill Head&Sill Head&Sill ,� Head&Sill Head 8 Sill HSill Heed&Sill Haed 8 Sill Head&SIII Head&Sill Hand 8 SIII Head 8 Sill No,+x le"D Ie pnrdust Irol R3 Anchor Group A Anchor Group C or 35-1/4' y-y-Y 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+ 2+1 4 140240+02+1 2 1+C2+p+C2+1 2 1+C2+O+C2+1 3 1+C2+O+02+1 4 1+C2+p+C2+1 4 HC2+prC2+1 438' -ya- 12.308-12.308 1+C2+O+C2+1 2 t+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+ 3+1 4 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+p+0+q+1 445-IIW 11.391-13.397 1+C2+0+02+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 7+C3+0+C3+1 4 1+C3+O+q+1 4 1+ 3+1 4 t+C2+D+C2+7 2 1+C2+O+C2+1 2 7+C2+0+C2+1 3 1+C3+O+G3+1 4 1+C3+0+C3+1 4 1+p+O+p+1 4 y3�-y 13.398-14.883 1+C2+0+C2+1 21+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+p+1 4 14p+0+C3+1 4 1+ C3+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C3t0+pN 4 1+q+O+gr1 4 1+p+O+p+t 447 14' Y-y=y4 11.391-12.297 1+C2+D+CZ+1 2 14C2+0+C2+1 2 1+02+O+C2+1 3 1+G3+D+C3+1 4 1+C3+0+C3+1 4 1+ C3+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C3+0+G3+1 4 1+C3+0+C3+1 4 1+G3+0+C3+ 4 -Y,-Y/i 12.298-15.558 1+C2+D+C2+7 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+O+C3+1 4 1+ C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C3+o+C3+1 4 1+C3+0+p+1 4 1+C3+O+C3+1 418 Custom 11.391-12.016 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 7+C2+1+C2+1 4 1+C2+1+C2+1 4 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 1402+1402+1 4 1+02+1+C2+1 4 52.1/6' Y,-Y/i-Y, 12.017-13.397 t+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3+1 3 1+q+0+C3+1 4 1+C3+D+p+1 4 1+ G3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 14C3+0+q+1 4 1+p+0+q+1 4 1+p+O+C3+1 4 Ij9 ys%y, 13.398-17.018 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+p+0+C3+1 3 1+C3+O+C3+1 4 1+C3+0+p+1 4 1+ C3+1 4 1+02+O+C2+1 2 1+C2+O+C2+1 2 1+C3+D+C3+1 3 1+C3+0+C3+1 41+C3+0+q+1 4 1+C3+D+C3+1 4 mCuslem 11.391-13.387 t+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+02+1 4 1+C3+2+G3+1 4 1+ q+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C3+1403+1 4 1+C3+1+C3+1 4 p 0 4080' y4-Y-y 13.398-15.380 1402+2+C2+1 2 1+C2+2+C2+7 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+03+1+q+1 4 1+ C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+7 2 1+C2+1+C2+1 3 Nq+1+p+1 4 1+C3+NC3+1 4 1+03+1+C3+1 4 } d atop �• 3 LO is-Y/,-y 15.361-19.641 1+C2+O+C2+1 2 1+C2+0+02+1 2 1+03+0+C3+1 3 14C3+0+C3+1 4 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+O+C3+1 3 1+p+0+C3+1 4 1+C3+O+03+1 4 1+C3+O+C3+1 4 C7 N N -� 17.741-19.110 14C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+C2+2+C2+1 4 1+03+2+q+1 4 t+q+2+03+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 t+C3+1+03+1 4 1+C3+1+C3+1 4 O _ 75' -�-y 18.111-24.841 1+C2+O+C2+1 2 1*q*O+p+1 2 1+q+0+q+1 3 1+C3+O+C3+1 4 1+C4+0+CA+1 4 1+C4+O+C4+1 4 1+C2+O+C2+1 2 1+C3+Mp+1 2 1+C3+O+C3+1 3 1+p+0+03+1 4 1+C440+C4+1 4 1+C4+0+C4+1 4 CD Z� LL CD uMoia Y,y- 27.841-32.618 2402+2+C2+2 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C3+2+03+2 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+02+2+02+1 2 1+C2+2+C2+1 3 1+03+1+C3+1 4 1+C3+1+p+1 4 1+C3+1+C3+1 4 =Ld •- Custom 32.517-39.641 2+C2+O+C2+2 2 2+C3+O+G3+2 2 2+03+0+03+2 3 2+p+0+C3+2 4 2+C3+O+C3+2 4 2+p+0+C3+Z 4 2+C2+0+C2+2 2 2+C3+03+03+2 2 2403+g+C3+2 3 2+G21-0+C31+21-4 2+C3+0+021+2 4 2+C3+0+C3+2 4 W Z O M •°•A�DTr LLI _ 'eN 120' %_)� •• -39.641 2+C2+2+02+2 2 3+C2+2+C2+3 2 2+C2+2+C2+3 3 2+021+2+q+2 4 2+C3+2+C3+2 4 2+C3+2+p+ 4 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+q+2+q+2 4 2+p+2+C3+2 4 2+C3+2+C3+2 4 ~o j a1 0 ,a, J 9LD Ma IO Z 16 1 AnchorGroupO AnchorGroupD do Z d Z LLLL 35.1/4' %-%-Y 11.391-11.391 1+C2+O+C2+1 2 1+C2+0+C2+1 211+02+0+C2+1 3 1+C2+D+C2+1 4 1+02+0+C2+1 4 1+C2+0+C241 4 1+C2+0+C2+1 2 1+02+03+02+t 2 1+C2+o+C2+1 3 1+C2+O+02+1 4 1+C2+0+C2+1 4 1+C2+03+02+1 4 W 0 38' Y3-y3-y3 12.308-12.308 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+04C2+1 3 1+C2+o+C2+1 4 1+C2+0+C2+1 4 1+C3+0+G3+1 4 1+02+O+C2+1 2 1+C2+D+C2+1 2 1+0240+C2+1 3 1+C2+0+0241 4 1+C2+p+C2+7 4 NC3+03+03+1 4 J J r %_yz_y 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C3+O+C3+1 4 1+C340+C3+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+02+0+C2+1 3 1+C3+0+G3+1 4 1+C3+O+p+1 4 1+G3+O+C3+1 4 H Q r 45,118' a y3-�% 13.398-14.683 1+C2+O+C2+1 2 7+02+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+p+0+03+t 4 1+C3+0+G3+1 4 1+02+0+02+1 2 1+C2+O+C2+1 2 7+C2+O+C2+1 3 1+C3+0+C3+1 4 1+q+0+p+1 4 1+C3+D+G3+1 4 ® Q ��s Y-yl y4 11.391_12.297 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+p+1 4 1+C3+0+C3+1 4 1+03+0+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+02+0+C2+1 3 1+p+0+03+1 4 1+C3+0+q+1 4 1+q+D+q+1 4 ' Q z 474' ~ }�-Y/3-y 12.2911-15.558 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+o+C2+1 3 1+C3+O+03+1 4 1+C3+O+q+1 4 1+C3+O+C3+1 4 1+C2+WC2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+q+0+C3+i 4 1+p+0+p+1 4 1+C3+O+C3+1 4 z atoas •` Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+02+1 211+C2+1+C2+1 3 1+02+1402+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+GZ+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 a u. Q N O 52-1/6' y4-yl-y4 12.017-13.397 1+C2+p+C2+1 2 1+02+03+02+1 2 1+p+0+p+t 3 1+p+Wq+1 4 1+C3+O+03+1 4 1403+03+03+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C3+O+q+1 3 1+p+0+C3+! 4 1+03+03+03+1 4 1+C3+O+_3+1 4 O S N V m y%-ya 13.398-17.016 1+02+O+C2+1 2 1+C2+04C2+1 2 1+C3+0+G3+1 311+C3+0+03+1 4 1+C3+O+q+1 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 t+G3+0+C3+1 4 t+p+0+C3+1 4 1+p+O+C3+1 4 U Q O Custom 11.391-13.397 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+02+1 4 1+C3+1+G3+1 4 1+03+1+C3+1 4 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+C2+1+C2+1 4 1+p+t+C3+1 4 1+C3+1+C3+1 4 = 60" y4-%-y4 13.398-15.360 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1-31+C3+1+C3+1 4 1+C3+1+C3+1 4 1+03+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+7+02+7 3 1+03+7+03+t 4 7+q+1+p+1 4 1+03+1+C3+1 4 situ 'asa0 sauas -' -y 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+D+q+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+C2+O+C2+1 211+02+0+C2+1 2 1+C3+o+p+1 3 i+C3+0+C3+1 4 1+C3+0+03+1 4 1+C3+0+C3+1 4 t -y% 17.141-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+q+1+C3+7 4 1+021+1+G3+1 4L2C2+2 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+02+1+C2+1 4 1+p+1+p+1 4 1+q+1+C3+1 4 �� nl4Y LYN�I��i�i 75' / j-yj-y 19.111-24.841 1+0240+02+1 2 1+C3+03+03+1 2 1+p+0+03+1 3 1+03+03+03+1 4 1+04+O+C4*1 4 1+Cq+0+C4+1 4 2 1+C3+O+p+1 21+C3+o+p+1 3 NC3+o+C3+1tll.+02 C4+1 4 1+C4+O+C4+1 4 ��•••t,1GENs�.'•. �- t- �_y 27.641-12.516 2+02+2+02+2 2 2+C2+2+C2+2 2 1+0242+C2+2 3 1+C3+2+C3+1 4 1+C3+1+q+1 4 1+p+1+C3+1 4 2 7+C2+2402+1 2 1+02+2+C2+1 3 1403+1+03+1C3+t 4 NC3+1+0341 4 �`lr •,• L. Custom 92.517-39.841 2+0240+02+2 2 2+021+0+03+2 2 2+p+0+021+2 3 2+03+03+021+2 4 2+03+0403+2 4 2+p+0+0342 4 2 2+C3+O+C3+2 2 2+021+0+C3+2 3 2+0340+021+2021+2 4 2+03+0+C3+2 4 _ Nu.50705 120• Y/i _ -39.841 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C3+2+p+ 4 2+q+2+G3+2 4 2+p+2+C3+2 4 2 2+C2+2+C2+2 2 2+C2+2402+2 3 2+G3+2+03+2p+2 4 2+03+2+q+2 4 _0 SEE TABLE 8 FOR DESIGN PRESSURE "MIN.SASH SIZE=WINDOW WIDTH-40.72 %O)•,, ST TE OF 2 NOTES: "40RIOP N Max.Anchor O.C. Anchor Anchor 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. S'p Ca Spacing for"Integral- Group E Group F 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34).SASH SIZE IS AS PER THE FIGURE. p3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. r 1 I I I I Y Y Fin"Installation , 4" 4)'1/4-1/2.1/4'AND•1/3.1/3-113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE 2g^ IN THE ADJACENT COLUMN. 'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LYNN MILLER,P.E. p.E.x 68705 TABLE 18: Grass Types Anchor Quanthles for XOX%Mndows 2.4 Sash Sash Width 24"HsIg11t 30"Height 36'Height 48'Height 1 54'Height 63'Height 24'Height 30"Helgh1 30'Height 40"Height 54'Height 63"Height Configuration a e a a a a a a a n a Relnl..3 vel Range On) Head&Sill Head&SIII Head&SIII Head&SIg Head&SIII Heed&SIII Heed&SIII Head&SIII Head&Sill Head&SIII Head&S111 � Head&SIII Fa Anchor Group A Anchor Group C 35-!lA' )i-)�-y 11.391-11.391 1+02+0+02+! 2 1+02+0+02+1 2 1+02+0+02+1 3 1+02+0+C2+1 4 1+02+0+02+1 4 1+02+0+02+1 4 1+C2+p+C2+1 2 1+02+0+02+1 2 1+02+0+C2+!3 1+02.10+C2+!4 5-+C2+0+C2+1 4 1+02+0+02+1 4 38' Y,-%-Y, 12.308-12.308 1+02+0+C2+1 2 1+C2+0+C2+1 2 I+C2+0+C2+1 3 1+C240+C2+1 4 1+C240tC2+1 4 1+C3+0+C3+1 4 1+0240+C2+1 2 1+C2+0+C2+1 2 1+C2+0tC20 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+03+1 4 ApPru1 as complyicg ehh III. Pilo u14 g r )'-%-Y 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+04C2+1 3 1+C3+0+Cl+1 4 i+q+0+C3+1 4 1+C6+0+C4+1 4 1+CZ+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 i+C3+0+03+1 4 1+CA+0+C4+1 4 Y3^f 3398-14.683 N:C2 1 2 t+C2+0+C2+1 2 1+C2+G+C2+1 3 1+C3+u+q+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+t 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+03+0+C3+1 4 1+03+0+C3+1 4 Y 1.1A i3,t�:t rodur 474/4' %-Y,-Y. 11.391-12.287 +1 21+C2+0+C2+t 2 1+C2+o+CZ+1 3 1+q+0+C3+1 4 i+C3+0+C3+1 4 1+04+0+C4+1 4 1•C2+0+C2+1 2 1+C2+0,+C2+1 2 1+C2+0+C2+1 3 1•C3+0+q+1 4 1+q+0+C3+1 4 1+C4+0+C4+1 4 ny 12298-15.558 +1 2 1+02+0.02.1 2 1+C2+O+C2+1 3 irq+0+q+1 41+C3+0+G3+t 4 1+q+0+03+1 4 1+C2+Q+C2+t 2 1+C2+0+C2+t 2 1+C24p•C2+1 3 1+03+0+03+1 4 t+q+0+03+1 4 1+C3+0+C3+1 4 Custom 11.391-12.016 +1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 41+C4+0+04+1 4 1+04+0+CA+1 4 1402+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1.03+0-341 4 1+C4+Q+04+1 4 1+C4+9+C4+1 4 52.1/8' Y-'%Y. 12.017-13.397 +1 2 1+C2+0+C2+1 2 1+03+0+C3+i 3 1+q+0+q+1 4 1+04+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0.02+t 2 1+C3+0+03+1 3 1+C3+0+q+1 4 1+C4+0+C4+1 4 1+C4+0+0441 13,398-17.016 +1 2 1+C2+0+C2+1 2 t+C3+0+C3+1 3 1+C3+0+03+1 4 1tC4+0+C4+1 4 1+C4+0+C4+1 4 t4C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+03+1 3 f+q+0+03+t 4 1+04+0+C4+1 4 i+C4+0+C4+1 4Cus{ora 11.391-13.387 N 2 1+02+2+02+1 2 1+C2+2+02+1 3 1+q+2.03+1 4 1+p+2+03+1 4 1403+2+q+1 4 1+C2+2•G2+1 2 1+C2+2+02+1 2 1+C2+2+02+1 3 1+03+2+03+1 4 1+q+2.03+i 4 1+p+1+03+1 4 b u m' 60' %-y% 13.398-15.360 1+C2+2+C2+1 2 i+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+q+1 4 1+q+2+q+1 4 1+C2+1+C2+1 2 1+C2+1•C2+1 2 1+C2+1+C2+1 3 1+q+1+C3+1 4 1+C3+1+03+1 4 1+q+1+C3+i 4 0: ' Y,-Y--Y, 15.361-19.641 t+C2+0+02+1 2 1+C2+0+C2+1 2 1+q+0+03+1 3 1+04+0+04+1 4 1+C4+0+C4+1 4 1+04+O+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+03+0+q+1 3 1+C4+O+C4+1 4 1+C4+0+04+1 4 1+C4+0+C4+1 4 Lo Y Custom 11.391-13.397 14C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+03+4+C3+1 4 1+C3+4+C3+1 4 1+03+3+03+1 4 1+C2+2+C2+1 2 1+C2+2402+1 2 1+C2+3+02+1 3 1+q+3+03+1 4 1+q+3+03+1 4 1+C3+2+C3+1 4 Q) 75" Y4-y^f 13.398-19.110 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+C2+1 3 1+q+3+q+1 4 1+0313+03+1 4 7+q+2+03+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+q+1 4 1+03+2+C3+1 4 1+03+2+q+1 4 �t1 � 3� Y-Y-% 19.111-24.641 t+C2+0+C2+t 2 t+q+0403+1 2 1+C3+0+03+1 3 1+CA+0+C4+1 4 i+C4+0+04+1 4 1+04+0+04+1 4 1+C2+Q+C2+1 2 t+q+0+03+1 2 1+C3+0+03+1 3 1+C4+O+C4+1 4 1+C4+0+C4+1 4 1+C4+o+C4+1 4 > 45 Q Q Custom 17.641-10.397 1+C2+4+C2+1 2 1+C2+4+C2+7 2 1+C2+4+C2+1 3 1+C3+4+q+1 4 1+q+4+C3+1 4 1+q+3+p+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+q+3+03+1-0 1+p+3+03+1 4 1+q+2+p+1 4 IY O U) O °I°0 90' }i-y- 19.398-24.360 1+02+3+02+1 2 t+C2+4+C2+! 2 1+02+4+C„2+1 3 l+C3+4+q+!4 1+q+4+C3+1 4 t+q+3+C3+1 4 1+C2+2+C2+1 2 1+C2+3+02+1 2 1+02+3+C2+1 3 i+03+3+03+1 4 1+03+3+03+i 4 i+q+2+03+1 4 -'/-Y, 24.381-31.641 2+03+3+02+2 2 2+C2+3+C2+2 2 2+02+3.02+2 3 2+pt3+q+2 4 trgt2•q+t 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 7+C2+2+C2+1 2 1+C2+2+C2+1 3 1+q+2+q+1 4 1+q+2+03+1 4 1+C3+2+C3+1 4 �Ma• cV 120' Y-%-j 29.641-32.515 +C2+4+C2+2 2 2+C2+4+C2+2 2 2+C2+4+C2+2 3 2+03+4+03+2 4 2+03+4+03+2 4 2+03+3+03+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+CZ+3+C2+2 3 2+C3+3+q+2 4 2+C3+3+q+2 4 2+q+2+p+2 4 J,J w A o bg Z -Y3-y 32.St8-39.641 2+C2+3+C2+2 2 3+C2+4+C2+3 2 3+C2+4+C2+3 3 2+C3+4+q+2 4 2+C3+3+C3+2 4 2+C3+2+q+ 4 2+02+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+q+ 4 2+C3+2+C3+2 4 2+C3+2+C3+2 4 Z 11 T U. Zo uMo�O 140" Custom -39.641 2+C2+4+C2+2 2 3+C2+4+C2+3 2 2+02+4+02+3 3 2+q+4+q+2 4 2+C3+4+q+2 4 2+03+3+q+2 A 2.02+3+C2+2 2 2+C2+3+C2+2 2 2+C2+34C2+ 3 2+q+3+C3+2 4 2+q+3+03+2 4 2+C3+2+q+ d =W 5o X- o In Anchor Group B ArichaT Group D w 2 2 co W ON 35-154' )S-Y3-h 11,391-11.391 14G2+0•C2H 2 HC2+O+C2+1 2 1+C2+0.02+t 3 1+C2+0.02+1 4 1+C2+0.C2.1 4 1+C2+0.02+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+0+02+1 4 1+C2+O+C2+1 4 1+C2+O+G2+7 4 ti O m Z Orn 38" Ys-'/-Y. 12.308-12.308 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+04C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 d t+q+0+q+1 4 1+C2+NC2+1 2 1+02+0+C2+1 2 1.02+0+C2*i 3 1+C2+0+C2+i 4 1+C240+C2+1 4 1+03+0+03+1 4 2 D:Z r 45-1/9, Y.-'Y3-Y 1 t.391-13.397 S+C2+0+C2+1 2 I+C2+0+C2+1 2 1+02+0+C2+1 3 1+q+0+03+1 4 1+q+G+q+1 4 1+04+0+04+1 4 1+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+03+t 4 1+q+0+03+1 4 1+04+0+04+1 4 W a LL Y3-Y,-A 13.398-14.683 i+C2+O+C20 2 1+C2+0•C2+1 2 1+C2+O+C2+1 3 1+q+0+C3+1 4 1+03+0+q+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+o+C2+1 3 1+C3+0+C3+1 4 1+C3+0+q+1 4 1+03+0+03+1 4 j N 47-314' Y.-%-Y. 11.391-12.297 1+C2+0•C2+1 2 S+C2+0+C2+1 2 14C2+0+C2+1 3 1+C3+Q+q+1 4 1+q+0+C3+1 4 1+C4+0+C4+1 4 2+02+0+C2+i 2 1+C2+0+C2+1 2 i+C2+0+02+t 3 1+03+0+C3+1 4 1+q+0+03+1 4 1+04+0+04+1 4 (' OY. ' m ,2 I°a4S -3s% 12.288-15.558 1+02+0.02+1 2 2+02•{kC2+1 2 1+02+0+C2+1 3 1+q+0+C3tt 4 7403+0+q+}4 1+0340+03+1 4 1+02+0+C2+1 2 1402+0+C2+1 2 1+C2+O+C2•i 3 1+03+0403+!4 1+q+0+03+1 4 1403+O+qN 4 ® m Custom 11.391-12.018 1+C2+0+02+1 2 1+C2+0+02+1 2 1+C3+0+C3+1 3 1+03+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+02+1 2 1+q+0+C2+1 2 1+03+0+q+t 3 1+03+0+03+i 4 1+C4+0+04+1 4 1+C440+C4+1 4 D Q F- 52-118' Y,-Y,-Y, 12.017-13.397 i+C2+0+C2+1 21+CZ+0+C2+1 2 1+03+0+03+1 3 l+C3+0+03+1 4 i+C4+0+C4+1 4 1+04+0404+1 4 1+C2+0+C2+1 2 1+C2+0+C2+t 2 1+p+0+q+1 3 1+C3+0+03t1 4 1404+0+C4+1 411+C4+0+04+1 4 Z atz Ye-Y;•% 13.398-17.016 1+C2+0+CZ+1 2 1+C2+O+C2+1 2 i+C3+0+03+1 3 1+q+0+03+1 4 1+04+0+04+1 4 1+C4+0+04+1 4 1+02+0+C2+1 2 1•C2+0+C2+1 2 1+C3+0+03+1 3 t+q+0+p•1 4 1+01+0+C4+1 4 1+C4+0+C4+1 4 o O z O ?� Custom 41.391-13.397 1+02+2+CZ+1 2 1+C2+2+C2+1 2 1+C2+2+C2+t 3 1+q+2+03+1 4 1+03+2+03+!4 1+q+2+03+1 4 1+C2+1+C241 2 l+C2+2+C2+1 2 1+C2+2+C2+1 3 1+03+2+03+1 4 1+C3+2+03+!4 1+03+1+q+1 4 'S _ m 60' %-Y3-Y4 13,398-15.360 1+C2+1+C2+t 21+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+q+1 4 1+03+2+03+1 4 1+03+1+03+1 4 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 i+C3+1+03+1 4 1+q+1+03+1 4 1+C3+1+q+1 4 U w lir) Lu a'6 )7,Y,% 15,361-19.641 1+C2+0+C2+1 21•C2+0+C2+1 2 1+q+0+03+1 3 1+04+0+C4+1 4 1+C440+04+1 41+C4+0+04+1 4 1+C2+o+C2+1 2 1+02+0+C2+1 2 1+C3+0+03+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C4+G+C4+1 4 O Q 0 _ Custom 11.30+-13.397 1+02+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+q+3+03+1 4 1+q+3+C3+1 4 t+q+2+q+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+02+1 3 1+q+3+q+1 4 1+q+2+03+1 4 1+q+2+q+1 4 er71 '°sad sauas 75' y-%-Y. 13.398.19.110 1+CZ+2+02+1 2 1402+2+C2+1 211+02+3+02+1 3 1+C3+3+03+1 4 1+03+2+q+1 4 1+C3+2+03+1 4 1+02+2+02+1 2 1402+2+C2+1 2 1+C2+2+C2+1 3 1.03+2+03+1 4 1+q+2.03+1 4 1+03+2+03+1 4 Y,-Y.-Y, 19.111-24.641 1+C2+0+C2+1 2 1403+0+03+1 2 1+03+0+03+t 3 t+04+0+C4+1 4 1•C4+0+C4+1 4 1+04+0+04+1 4 i+C2+0+C2+1 2 i+p+0+03+i 2 2+q+0+03+1 3 1+C4+0+04+1 A 1+04+0+04+1 4 I+C4+0+C4+1 4 `\��1oNY I.Y�NmtltJ / i Custom 17.641-t9.397.1+C2+3+C2+1 2 1+C2+34C2+1 2 1+C2+3+C2+1 3 1+C3+3+q+1 4 1+03+3+03+1 4 i+q+3+q+f 4 1+C2+2+C2*f 2 2+G2+3+02+1 2 5-+G2+3+C2+1 3 5-+03+3+03+1 4 1403+3+03+1 4 1+03+2+q+1 4 4•� �� 98" '/-)y-'Y+ 19.398-2A.380 1+C2+3+C2+1 21402+3+C2+1 21+C2+3+C2+1 3 1+q+3+0341 4 1+03+3*03+1 47+03+2+03+1 4 1402+2402+1 2 1+02t3•C2+1 2 1402+3+02+1 3 1+03+3+03+1 4 1+C3+2+03+1 4 1+03+2+0341 4 �'+i�•'• 1.iCENSF'.�F,.��i,, J-Y3 h 2d.381-35.842 1+02+2+02+i 2 2+0242+C2+2 2 2+02+3+02+2 3 1+q+2+03+1 4 1403+2+q+1 4 1+03+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+! 2 t+C2+2+C2+1 3 I+q+2+C3+t 4 l+q+2+03+1 4 t+03+1+p+1 d ,'�' No.58705 }` 120" Y+-Y3-Y+ 29,641-32.515 2+C2+3+C2+2 2 24C2+3+C2+2 212+02+3+C2t2 3 2+C3+3+03+ 4 2+C3+3+C3+2 4 2+C3+2+03+2 4 2+C2+2+C2+2 2 2+12+3+C2t2 2 2402+3.02.2 3 2+03+3+q+ 4 2*q+2+03+2 4 2+qr2+0342 -Y^Yi 32,518-39.841 2+02+3.02+2 2 2•C2+3.03t2 2 2.02+3.02+2 3 2+C3+3+03+2 4 2+03+2+q+2 4 2.03+2+03+2 4 2+02+2+C2t2 2 2+02t2+C2t2 2 2+02+3+G2+2 3 2.03+2+03+2 4 2+q+2+03+2 4 2+03+2+03+2 4 r-u 140' Custom -39.641 +C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+gt3+q+ 4 2+q+3+03+2 4 2+q+2+03+2 4 2tC2+2+02+2 2 2+C2+3+02+2 2 240213+C2+2 3 2+q+3+q+ 4 2+03+2+qr2 4 2*C3+2+C3+ 4 •iG %Q •. .iTATE OF ,Q NOTES: SEE TABLE9 FOR DESIGN PRESSURE ;��}...F4ORIOP.•,�ry\`.`ti 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN, ••• M;3 ql WINDOW WIDTH-60.72 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34).SASH SIZE IS AS PER THE FIGURE.Max.Anchor O.G.Spacing for "MIN.SASH SIZE= 23)FOR SIZES NOT SHOWN,ROUNDt1P TO7HE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWNON THE TABLE."Integral-Fin"installation 4)-1/4-1/2-1/4-AND-1/3.113.1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.EN 58705 TABLE 19: Glass Types Anchor Quantities for XOX Windows 2-4 Sash Sash 24'Height 30'Melght 36'Helghl 40'Helghl 54'Height 83'Height 24'Height 30'Height 36`Helpht 40'HelghR 54'Helghl 63`Height Configuration Width a a a a a ReNf.Level Range M) Head&S91 ,� Head&SI11 Heed&Slll Head&SIII Head&S111 Head&SIII Head&SIII Head&BIII Head&SIII Head A SIII Head&SIO E Heed 8 5111 R4 Anchor Group A Anchor Group C 35-ttd' %-ya 11.39{-11.391 1+C2+0+02+1 2 1+C2+0+C2+1 2 t+132+O+C2+t 311-C2+0+02+1 4 1+C2+0+132+1 4 i+CZ+q+C2+1 4 ,4Ap(fttdcom t 30• K^K-K 12.308-12.308 y+C2+0+C2+1 2 1+C2+O+C2+1 2 I+C2+0+C2+1 3 1+03+O+p+1 4 i+C3+0+p+1 4 t+p+0+p+1 4 fTortde id p ung Nlln Ih. v v flat• ` K-a-+ 11.391-13.397 1+132+0+1320 2 1+132+O+132+1 2 1+p+0+pN 3 1+Gi•O+C4+1 4 1404+0+C4+1 4 1+C4+O+C4+1 4 N47All 45-0IB' t+C2+0+C2+1 2 i+C2+O+C2+i 2 1+133+0+03+1 3 1+C3+0+C30 4 i+C3+0+C3+t 4 i+C3+0+p+) 4 MI" t a"tc p",K-K-K 13.398.14,683 ntA} 47.314' -)'-� 11.391-12.297 i+C2+O+C2N 2 1+q+q+03+1 2 1+03+0+pN 3 1+134+O+C4N 4 1+01+0+1340 4 1+134+O+C4N 4 BY -K-K 12.288-15.558 y+C2+O+C2+1 2 i+03+O+q+1 2 t+p+O+p+1 3 1+pt0+p+1 d t+p+O+pN d 1+p+0+q+t 4 Ooslom 11.391•12.016 I+C2+0+C2+1 2 1+p+0+03+1 2 1+03+0+03+1 3 1+C4+0+CAN 4 1+p+O+C5+1 4 1+C5+O+C5N 4 62.118- K-%-y 12,017-13.397 1+C2+0+C2+1 2 1+p+0+p+i 2 1+C3+0+C3+1 3 1+04+0+C4+1 4 1+GS+O+CS+1 4 1+p+0+C5+i 4 l^K-K 13.398-17418 i+C2+O+C2+i 2 1403+q+p+1 2 t+03+O+p+t 3 t+G4+0+C4+1 4 1+134+O+G4+y 4 1+04+0+G4+1 4 Custom 11.391-13.397 1+C2+2+132+1 2 1+C2+2+C2+1 2 1+03+2+03+1 3 i+C4+2+C4+1 4 1+C4+2+134+1 4 1+C4+2+C4+t 4 > na 60' K-K-K 13,398-15.360 Not Allowed i+C2+2+02+1 2 14C2+2+02+1 2 1+C3+2+p+1 3 1+C4+2*C4+1 4 1+04+2+C4+t 4 1+04+2+C4+1 4 s K- -K 15.361-!9.941 i+C2+0+C2+1 2 1+q+0+p+i 2 1+C4+0+C4+1 3 t+C5+0+CS+1 4 1+p+0+CSN 4 1+C5+0+C5+1 4 Y Gualam 11.391.13.397 1+132+3+1320 2 NC2+3+132+1 2 1+q*3+03+1 3 1+134+4+134+1 4 1+134+3+C4N 4 1+C4+3+C4+1 4 TV a �a +-:-a 13.398-19.110 I+C2+2+02+1 2 1+132+3+132+t 2 ftp+3+03+1 3 1+134+3+134+1 4 004+31134+!4 1+C4+2+CA+1 d r r %-Y,% 19.111-24.841 t+03+0+pN 2 1+134+O+C4+1 2 HC4+O+C4+1 3 1+135+0+C5N 4 1+135+0+135+1 4 1+135+0+135+1 4 5; L0 0 Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+4-C2+1 2 1+p+4+C3+1 3 1+C4+4+CA+1 4 1+C4+4+C4+1 4i+CA+3404+1 4 O O O_ Be. K-+/a-y 19.398-24.380 >_r "Ia0 t+132*3+1320 2 1+132+3+132+1 2 i+03+4+133+! 3 1+134+4+C4tt 4 1+134+3+CAN 4 1+G4+3+1340 4 2-0.381-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+p+3+p+2 3 2+134+3+07+2 4 1+Gy+2+C4+1 4 1+Cq+2+04+1 4 Q N N 120' Yn-�^K ?8.8-01-32.515 2+C2+3+C2+2 2 2+C2+4+C2+2 2 2+p+4+C3+ 3 2+C4+4+04+2 4 2+04+4+134+2 4 2+04+3+CA+ 4 1 A rn I 0 7a = K-K 92.616-39.641 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+03+4+p+2 3 2+C4+3+Cy+2 4 2+C4+3+134+2 4 2+134+2+134+2 4 Z Il- vc�i LL, m ...0 140' Custom -39.641 2+C2+3+C2+2 2 2+C2+4+C2+2 2 2+p+4+q+2 3 2+C4+4+01+2 4 2+C4+$+0+2 d 2+0{+340{+2 4 U U YS LD o fJ7 Anchor Group B Anchor Group D W 2 U 2 a0 W _ 3 35414' K-'/s-Yn 11.391-11.391 t+132+0+132+1 2 1+C2+O+C2N 2 1+132+O+132+1 3 1+C2+0+C2N 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 14C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 ^j m�`L Z 38' K-K-K 12.308-12.308 1+132+04CZ+1 2 1+132+O+C2N 2 1+C2+0+C2+1 3 t+03+0+p+1 4 1+p+C+C3+1 411+C3+0+03+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 t+p+q+p+! -0 1+p+q+p+1 d 1+p+0+C3+i 4 Z d Z �1 r K-K-}4 11.391-13,397 i+C2+0+132+t 2 1+C2+0+C2+1 2 1+G3+0+C3+1 3 1+134+0404+1 4 1+C4+0+134+1 4 1+C4+O+C4+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C3+0+030 3 1+C4+0+C4+1 4 1+C440+04+1 4 1+C440+C4+1 4 v tl.l LL 45.178' O K-K-K 13.398-14.663 i+C2+0+C2N 2 1+02+0+C2+i 2 1+03+0+p•1 3 1+03+0p+1 4 1+p+0+C3+1 4 1+p+0+03+1 4 1+132+0+C2+1 2 1+C2+O+C2+1 2 1+03+0+C3+1 3 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+03+0+03+1 4 _ J 0 K-K-y 11.391-12,297 1+132+0+132+1 2 t+C3+0+p+1 2 1+p+0+C3+t 3 1+C4+NC4+1 4 1+04+0+C4+1 4 t+134+0+C4+1 4 1+C2+0+C2+t 2 t+C3+q+p+1 2 1+C3+0+C3+1 3 i+C4+0+C4+1 4 1+134+0+04+1 4 l+0y+0+C4+1 4 (- O r 47.314' Z 1-4s K^K-'/a 12.298-15.558 1+C2.O+C2+1 2 1+C3•p+gN 2 1+p+p+q+1 3 t+q+D+q+i 4 t+q+O+pN 4 1+p+0+1330 4 1+132+q•C2+1 2 i+p4q.p41 2 1+p+0«q«1 3 i+q•O+p+t 4 1+q+0+p+i 4 i+p+p+p+i 4 � g Q � � Custom {1.391-12.018 i+CZ+0+132+1 2 t+133+0+p+i 2 i+p+0+p+1 3 i+134+0+134+t 4 t+p+p+CS+! 4 i+135+0+135+i 4 i+C2+0+C2+1 2 i+C3+04C3+i 2 1+p+0+03+1 3 i+C4+0+C4+1 4 i+C5+0+C5+t 4 1+C5+O+CS+1 4 ' Q F- 52-it8' K-%-y 12.017^13.397 1+C2+0♦G2+t 2 t+03+O+p+1 2 1+C3+0+p+1 3 1+C4+0+04+! 4 1+CS+O+CSN 4 1+C5+04C5+1 4 t+C2+0+C2+1 2 t+03+0+C3+i 2 1+p+O+q+i 3 1+134+0+134+i 4 1+135+0+p+t 4 y+135+O+135+1 4 a :- Z 'a x Z etaas K-K-K 13.398-17.018 1+132*0+C2+1 2 1+133*0+03+1 2 1+03+0+030 3 1+134+O+C4+1 4 1+134+0+134+1 4 1+134+O+C4N 4 1+132.0+132+1 2 1+q+0+03N 2 1+03+O+p+1 3 1+134+O+C4N 4 1+134+O+134+1 4 1+134+6+1340 4 a � O Custom {1.991-13.397 1+132+2+132+1 21+132+2+132+1 2 1+q+2+03+t 3 1+134+2+1341!4 1+134+2+134+!4 1+01+2+C4+t 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+03+1 31+04+2+C4+1 4 1+134+2+04+1 4 1+04+2+C4+1 4 0 Z r m 60' Y,-Y,-Y, 13.398•15.360 i+C2+2+C2+1 2 1+C2+2+C2+1 2 1+03+2+C3+1 3 i+C4+2+q+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 i+C2+2+C2+1 2 i+C2+2+C2+1 2 1+03+2+C3+1 3 1+C4+2+04+1 4 1+C4+2+C4+1 4 1+04+0C4N 4 U W K-K-K 15.381•19.841 1+132+0+C2+4 2 1+03+0+q+1 2 1+C4rq+CA+1 3 y+135+0+135+1 4 1+C5+0•C5N 4 1+CS+O+CS+t 4 NC2+0+132+t 2 1+03+0+133+1 2 HC4+0+134+t 3 1+135+0+C5+1 d 1+C5+04C5+1 4 f+CS+O+CStt 4 v Q �_ Custom 11.391-13.397 1+02+3+132+1 2 1+132+34132+1 2 t+p+4+03+1 3 1+134+4+134+1 4 1«0(14+C4+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+3+C2+t 2 1+C3+3+C3+1 3 i+C4+3+CAN 4 1+134+3+134+1 4 1+C4+3+C4+1 4 apg •asap s g 75' Y,-K-Y 13.398-19.110 1+132+3+132*1 2 1+132+3+132+1 2 1+03.3+q+1 3 1+134+3+01+1 4 1+134+3.1340141+04+3+04+1 1+134+2404.1 4 1+132+2+132+1 2 1+132+3.132+1 2 1+p+3+q+1 3 1+0113+134+1 4 1+04+3+134+1 4 1+134+2+134+1 4 K-Ys-'/a 19.111-24.641 Nq+0403+1 2 i+C4+O+C4+1 2 i+C4+0+C4+1 3 1+C5+O+C5+1 4 t+C5+0+C5+it+C5.0+C5N 4 1+p+O+C3+i 2 1+04+0+C4+t 2 i+C4+0+134+1 3 t+C5+0+C5+1 4 1+CS+O+C5+1 4 1+C5+0+C5N 4 `tint 111111 Custom !7.641-19.397 I+C2+3+C2+1 21+C2+4+C2+1 2 1+C3+4+03+1 3 1+C4+6+C4+1 4 1+C4+4+CAN1+C4+4+C4+1 4 1+C2+3+C2+1 21+C2+3+C2+1 2 1+C3+4+03+1 3 1+C4+4+C4+1 4 1+04+4+C4+1 4 1+CA+3+C4+1 4 `� OC:Y LYIV/y 96' Y.-Y2-Y4 19.308.24.360 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1+C3+4+03+i 3 i+C4+4+C4N 4 I+C4+4+C4+1 4 1+C2+3+C2N 2 1+C2+3+C2+1 2 1+C3+3+q+1 3 1+CA+4+C4+1 4 1+C4+3+04+1 4 1+C4+3+C:4+14l-K-'/a 24,381-31.641 +C2+3+C2+2 2 2+132+3+C2+2 2 2+p+3+p+2 3 2+04+3+04+2 4 2+C4+3+Cy+ t+C4+2+C4+1 4 2+C2+2+G2+2 2 2+C2+2+C2+2 2 2+p+3+03+ 3 2+CA+3+CA+2 4 l+Ct+2+C4+t 4 S+C4+2+CAN4 K-K% 29,641.32.515 2+C2+3+C2+2 2 2+C2+4+02+2 2 2+C3+4+03+2 3 2+C4+5+C4+2 4 2+C4+4+C4+22+134+3+04+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+03+4+03+2 3 2+134+4+134+2 4 2+134+3+03+2 4 2+134+3+134+2 4No.5&705120' K-K-K 32.510-39.641 2+C2+3+C2+2 2 2+C2+4+C2+2 2 3+03+4+C3+2 3 2+004+04+2 d 2+04+3+C4+22+C4+3+04+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+G3+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 d 2+C4+2+04+2 d O 140' Custom -39.641 2+C2+3+C2+2 2 2+C2+4+C2+2 2 3+C3+4+p+2 3 2+C4+4+04+2 4 2+C4+4+C4+2 4 2+003+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+133+4+p+ 3 2+134+4+03+2 4 2+134+3+134+2 4 2+134+3+134+2 4 J3 �y' LY_ C} ' STA'`t7>F�5:•Ott. NOTES: SEE TABLE 12 FOR DESIGN PRESSURE r n N7fj 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �C ''•:c<OHIO"P,.•"•X1',,`• 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. �� 5�/ Max.Anchor O.C.Spacing for Groin' -MIN,SASH SIZE=WINDOW WIDTH•6O.T2 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. t t t O�ftF�h "Integral-Fin"Inlstallstl0n p 4)"114-112-1l4'AND"1!3.113.113°INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. 2,5• IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.N MILLER. TABLE 20: Bill of Material 3.500' ► 3.500' 3.500° 3.500' # Part# Description Material .062' I -�r- .os2 ►I�- ,062' 1 620121 Frame Head,Sill and Jambs-Flange PVC 2 620122 Frame Head,Sill and Jambs-Flange PVC 3 620123 Frame Head,Sill and Jambs-Fin PVC EJ 4 620124 Frame Head,SI11 and Jambs-Equal Leg PVC 2.445" • 2.445' 2.445 2.445 13 620172 Fixed Insert/Trim Caner PVCY; .JA r I J❑❑af �(�❑�� frT[I 14 620131 Fixed Meeting Rall PVC 15 620158 Track Insert 6063 T6 AI18 620129 Sash Rail(Sides,Top 6 Bottom) PVC19 620156 PUII Rall Inleri0ck 6063 T6 AI •825' J•CHANNEL •625' FLANGE FRAME FIN FRAME EQUAL LEG FRAME T� FRAME HEAD,SILL HEAD,SILL 8 7.375 O HEAD,SILL 8 HEAD,SILL 8 20 620144 Pull Rail Interlock Covet PVC MBS JAMBS JAMBS JAMBS 21 620150 Light Sash Reinforcement 6063 T6 AI 22 620151 Standard Sash Reinforcement 6063 T6 At 1.872^ 1.641' �{ 23 620152 HD Sash Reinforcement 6063 T6 At 24 620153 Standard Meeting Rall Reinforcement 6005 T5 At 1.sm• ►{ t.437' !+ o 25 620154 HD Meeting Rail Reinforcement 6005 T5 At I 12100 2•176' 1.830 26 620155 H.D.Horiz.Roller Meeting Rail Reinforcement 6005 TS AI .085' 7.375" .772° o 0 1.020' 28 61644 Weatherstrip,.187'x.270'Fin Pile f�01-�' 471' 29 61719 Weatherstrip,.1Br x.220"Poly Pile ► Oss• Oso' - +- 050' 30 #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 410 SS -j 1.231" Fi 31 78X312PPA #8 x 3-1/2'Ph.PH SMS(Fixed Meeting Rail Screw) 410 SS 13 ANTI-LIFT INSERT 1q FIXED 15 TRACK 16 SASH RAIL O LIFT RAIL LIFT RAIL 32 71669SP Meeting Rail Screw Support Plate 6063 T5 At S TRIM COVER MEETING RAIL INSERT 19 INTERLOCK 20 O INTERLOCK COVER 33 720210 Weep Hole Cover PVC �I 34 720187 Installation Screw Hole Plug PVC '316 �{ 070' oso -'{ 1.100^ �} _ I .300' tL�L I I I-L 37 720197 Auto Lock C Steel ,I Sot 38 720199 Sweep Lock Cast Zinc -f .864" ,754• 790, .715' 715' 39 720196 Auto Lock Cover Assembly Cast Zinc 1 TT 40 #6 x 1-1/6'Ph.FH SDS(Auto and Sweep Lock Screw) SS .035' -►{�-T 025' -J 060• 41 720200 Auto and Sweep Lock Keeper Cast Zinc O O EXTRUDED 1 0 ROLLED LIGHT SASH STANDARD 73 IG BEAD 81 SCREEN FRAME 82 SCREEN FRAME 21 REINFORCEMENT 22 SASH 42 76X34PPA #8 X 314°PH.PH SDS(Keeper Screw) SS REINFORCEMENT 43 7612FPTX 46 x 1/2'FPH TEK SS 44 Leadstlle Top Comer Key Nylon 1 070• ��- - 1.182• �+- 1.182" �- 45 Leadstile Bottom Corner Key Nylon 1,184' F- _L -1,--I 070• as4• 46 Lockstile Top Comer Key Nylon 079' 791, 1.036' 1.041- 1,041• 47 Lockstile Bottom Corner Key Nylon 870' 1 L 130• L tsq° 46 1 720204 Wheel Nylon ---1 .150' T-� 1.331• r 1.340' -►1 1.340" (�- 73 620136 I.G.Bead PVC I STANDARD HD MEETING HD HR MEETING HD SASH MEETING RAIL 25 RAIL 28 RAIL 74 Backbedding,GE 7700 or Dow 791 Silicone z3 24 O ♦pprovea n�comply' wlt0 10. REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT 0.11 uld ng e 75 7168415 Setting Block(718'x T'x 1l8"),85+!-5 duro. EPDM 76 Super Spacer nXT with Hot Melt Butyl Composite NO P8 Pa y � NOTES: ` RaHeed BY: Date: Revlefon: NOAN r1 a Product nt 77 Duraseal Composite \ D7y't L1'N,y 78 CardinalXL Edge Spacer Composite 1)ITEMS#5.12,17, 18,27,35,36,49-72 a ?•'• 7.IGGNS�' F nY -� (�J) 80 61011 Roll•fbrmed Screen Alum 79 ARE NOT USED ;�; /� Revised By: Dab: Revrefon: 81 61012 Extruded Screen Frame Alum AND ARE NOT PART No.58705 OFTHISAPPROVAL. Drawn W. 82 Extruded Screen Spreader Bar Alum _ ® Deecrfpflon: 83 47042W Screen Comer Key with Pull Ring PVC 2)PVC BYROYAL �J ;� I )-7 is o-_-_ WINDOW EXTRUSIONS&BOM J ROSOWSKI WINDOW AND DOOR %C gt�('"- •:,7L.� Date: 84 47041W/CKGLB Screen Comer Key No Pull Ring PVC •. L r r 1070 TECHNOLOGY DRIVE rue; PROFILES,LTD.,TO .•p W: 65 7CASPM Tension Spring SS BE LABELED FOR �S <oRlOr,..';`' N. VENICE, FL 34275 HORIZONTAL ROLLER-NI 05/15/15 86 61816048 Screen Cloth Fiberglass AAMA EXTRUDER ��'s/ •• \��•'� R0. BOX 1529 r.r /VG1L F �`••� NOKOMIS,FL 34274 Serfee/Model: Srnle: Sheet: Drawlnp No. Rev. 87 61635/61614 .140'Screen Spline(Machine/Hand Rolled) Vinyl CODE. A'.'A MILE P.E. CERT. OF AIJTH. Q29296 HR-5410 NTS 14 OF 15 MD-HR5410-01 P.E.#58705 �. �''• 16 SASH TABLE 21: ASSEMBLY Fj Egress Lock BEST of Material MITERED FRAME WITH 44 DETAILS # Part III Deecrlpllon material 7 INTERIOR AND EXTERIOR Q FRAME WELDS 100 7MO7024 Multi-Pam Lock Operator Cast Zinc 42 tab ® 101 73340 O tormounthi Plate Steel 16 1D2 72415 Multipoint lock Keeper Aluminum 31 103 720214 MutUpdnt Lock Guide N ton 46 ATTACHED TO 32 EXTERIDR SASH RAIL 104 220217-221 Tie Bat Length Varies Staintess Steal 1 C? 105 71024X12HFX#10 X 1/2"HH MS Stainless Steel 146 78XIFPAX n x 1"Ph.FH SMS Stainless Steel 73 X4 107 78X75FPTX 1#8 x 314"Ph.FH SDS Stainless Steal 19 } ATTACHED TO 103 30 FRAME JAMB 1 EGRESS LOCK 37 DETAILS (NOT TO SCALE 39 86 83 DRi' 42 104 87 y, '`-.,\ OPT,AUTO LOCK 85 .� 45 ;;, 20 ATTACHED TO Approved a romplying with ta. 48 1 FRAME JAMS 106 tRorId. g C DAIe tMOA# Q� 42 + 101 ■ori de Product Control 16 14 �@} OPT. to X4 40 41 SWEEP LOCK �.• 47 \ i ATTACHED TO 421 FRAME JAMB 81 80 OR 15 (4) 1 1070 TECHNOLOGY DRIVE MITERED FRAME WITH (9) N.VENICE, FL 34275 INTERIOR AND EXTERIOR 104 (841)-460-1600 FRAME WELDS SCREEN \ Mitt+'++rr7 CERT.OF AUTH.f29296 ASSEMBLY Revfaed BY: Gate: Revlden: •.��\�`�`�?"\CENSE""!��' DETAILS 1 ��, 'CRevtaad W. nate: Revtekn: •;C: No,58705 _ O83 OR 84 33 , — _` Description: Dm n ay: Iii EXTERIOR FRAME �"° `� t�15 X14, EXPLODED WINDOW VIEW J ROSOWSKI STA E ASSEMBLY Oc'•..pcomDA. \(j`; nos: Data: NOTES: DETAILS �',FS HORIZONTAL ROLLER-NI 05/15/15 1)GLASS AND SOME PARTS1OPTiONB NOT SHOWN ON DRAWING FOR CLARITY. 1 r j 11,11"`\ SeMea/RtafeF: Scute: Sherri: pro�+Trrg No. Rev: 2)J-CHANNEL FRAME SHOWN,PART#i.OTHER FRAME TYPES APPLY. A.LYNN MILLER,P.E. HR-541 O NTS 15 OF 15 M D-HR5410-01 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6.8. P.E.#68705