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HomeMy WebLinkAboutProduct Approval-Horizontal Slider Florida Building Code Online Page 1 of 3 ,47,770: t1L0RfCid y.tt a ¢6 r a ,41/4 „.;,",":1',,k. , lx� > "OPs L e , i - uSin . &.a 1f f`Orit 1 i A o . `� 4°;;;;10; n rBCIS Home I Log In i User Registration 1 Hot Topics ; Submit Surcharge ' Stats&Facts i Publications I Contact Us BCIS Site Map ' Links I Search Florida 4,1:srEoRd.ptiut Approval1 „,:,.. ,,,,nly,,,,k.a.,;... Product Approval Menu>Product or A..Ilcatian Searc Application List>Appli .tipn Detai ems•#a esaa FL# FL242-R25 , 10,A04.,*;OF.Ilitif 4:14 • z Application Type Revision Code Version 2017 Application Status •pproved ' *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. i Comments t, Archived - 6 t Product Manufacturer PGT Industries �CIV�D ! -� Address/Phone/Email 1070 Technology*'ve V A� North Venic- 34275 ��l LY 9//II R a. -- -. -0100 Ext 22318 Per LU� �� druark@pgtindustries.com t1��9 LleAartm 1 catool Authorized Signature )ens Rosowski e County enfi � `�2m or jrosowskl@pgtindustries.com pta I Technical Representative Lynn Miller,P.E. ! , Address/Phone/Email 1070 Technology Dr N Venice,FL 34275 I (941)486-0100 Ext 21142 (miller@pgtindustries.com . i Quality Assurance Representative i Address/Phone/Email i Category Windows Subcategory Horizontal Slider ,! Compliance Method Certification Mark or Listing 1 •I Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL i 1 Referenced Standard and Year(of Standard). Standard Year TAS 201,202,203 1994 li Equivalence of Product Standards Certified By , • 1 Product Approval Method Method 1 Option A 'i Date Submitted 03/19/2019 Date Validated 03/27/2019 it Date Pending FBC Approval Date Approved 04/02/2019 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3 DG... 5/3/2019 ii Florida Building Code Online Page 2 of 3 Summary of Products II FL# Model,Number or Name Description 242.1 HR-210(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL242 R25 C CAC 17-0411.05.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date . Impact Resistant:No 04/05/2022 Design;Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R25 II 17-0411.05.00f , for product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and,spacing Information. Created by Independent Third Party: ,I Evaluation Reports . Created by Independent Third Party: 242.2 [HR-610(Non-Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate I Approved for use in HVHZ:Yes FL242 R25 C CAC 17-0411..07.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/27/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R25 Il 17-0411.07.pdf for product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.3 IHR-710(Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R25 C CAC 17-0411.06.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes Design Pressure:N/A Installation Instructions ' Other:Please see the Mlaml-Dade County Notice of Acceptance(NOA) FL242 R25 II 17-0411.06.pdf for product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.4 IHR-810(Large Missile Impact) Multi-Story Aluminum Horizontal Roller Window ' Limits of Use Certification Agency Certificate ' Approved for use in HVHZ:Yes F1242 R25 C CAC 17-0411.03 LM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2022 Design Pressure:N/A Installation Instructions I Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R25 II 17-0411.03 LM.pdf for product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.5 IHR-810(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R25 C CAC 17-0411.04 SM.pdf Approved for use outside HVHZ:Yes Quality Assurance0uContract Expiration Date 1 Impact Resistant:Yes _ Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R25 II 17.0411.04 SM.pdf for product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ,. 242.6 IHR-5410(Non-Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R25 C CAC 17-0411.09.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R25 II 17-0411.09.odf for product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: , Evaluation Reports Created by Independent Third Party: 242.7 IHR-5510(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R25 C CAC 17-0411.08.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R25 II 17-0411.08.pdf for product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: il 242,8 I IHR-7610A(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL242 R25 C CAC 18-0627.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/23/2023 , Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R25 II 18-0627.02.odf for product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing informatio Created.by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.9 IHR-7710A(Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in • • - FL242 R25 C CAC 18-0627.01.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/23/2023 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3DG... 5/3/2019 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance •OA) FL242 R25 H 18-0627.01.pdf for product performance information,anchorage details,and anc or type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent T d Pa 242.10 1SGD-770 Window(Impact) • • ' . . . . •o l- Window Limits of Use Certificati•.Agency C,rtificate Approved for use in HVHZ:Yes - • . 7 Window.pdf i Approved for use outside HVHZ:Yes Quality Assur. `'P .. • Impact Resistant:Yes 02/12/2020 Design Pressure:N/A Installation Ins •ctions Other:Please see the Miami-Dade County Notice of Accepta .(NOA) FL242 R25 II 1�x420.17 WIndow.pdf • for product performance information,anchorage details,and anc • •.e Verified By:Mi.nSSi2..e BCCD-CER size,and spacing information. r . . Evaluation •eports \ 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 R25 C CAC 19-0219.12.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 1 Impact Resistant:No • 05/22/2024 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R25 H 19-0219.12.pdf for product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.12 I ISGD-5570 Window(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R25 C CAC 17-0420.16 Window.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/04/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R25 II 17-0420.16 Window.pdf for product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCD-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: '1 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 11 The State of Florida is an AA/EEO employer.Conyrinht 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 mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls 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: 1711 CA Ctgl` SecurityMetrics Credit Card Safe 1 • • I • I http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3DG... 5/3/2019 MIAMIOADE MIAMI-DADE COUNTY COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goviecoilomv PGT Industries,'Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved . d- cribed herei and has been designed to comply with the Florida Building Code, including the Hi: elocity Hurricane Zo e.- DESCRIPTION: S ries"HR7710A"Mu • um Horizontal Roller Window—L.M.I. APPROVAL DOC I • . . mg No. 7710N0A-1, titled "Aluminum Horiz. Roller Install (LM)", sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade Coun Pr.. • .1 A.proval stamp with the Notice' of Acceptance number and approval - . e Miami-Dade Coun 'ro llet0 1-7".711. r%ec 1... MISSILE IMPACT RA I G:Large and Small Missile Impact Resistant LABELING: Each unit s a . ; ; •- ; - - ; ' - - . u acturer'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 .1 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 consistsof this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documF entation was reviewed by Manuel Perez,P.E. NOA No. 18-0627:01 MIAMIVADE COUNTY Expiration Date: August 23,2023 APPRO ED stripe royal Date: August 23,201: Pagel \-; PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7710N0A-1, titled "Aluminum Horiz. Roller Install (LM), sheOts 1 through 19 of 19, dated 06/30/18, 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-18-7891, dated 06/06/18, signed and sealed by Idahnis 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc., Test Report No'. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th ; Edition (2017), dated 06/18/18 and updated on 07/25/18, prepared by manufacturei, 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). Manuel -z, Product Contr aminer NOA Ni :-0627X11 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. NOtice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol 7i Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for ftheir "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017), dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez, P.E G. OTHERS 1. None. ' 1 t/wig Manuel Pe P.E. Product Control . ,1 finer NOA No. 1 -I 627.01 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-2 1 • SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FOR ANCHOR VARIES PER GLASS TYPE, LARGE&SMALL MISSILE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). QBLE �J SEE TABLES 2-11 IMPACT RESISTANT SEE TABLESSITIES,12-14 23" I O.C, 9" -1-1 �- 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS O.C. I ___ INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST BE TEMPERED. I \7 f I f I \ I 1 I USER INSTRUCTIONS: 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ��--ter/ t, 1 1)DETERMINE THE SITE SPECIFIC,WINDOW MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 `-� ` OPENING'S DESIGN PRESSURE REQUIREMENT &perinea as complying with 1be CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. FROM ASCE 7. Florida II ddbl;C..,In A A O:dt P._ i if. a 1 7." - 2)KNOWING YOUR GLAZING OPTION(TABLE I), mom '.131r.9173-4/, 4)ALL WOOD BUCKS LESS THAN 1.12"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS OVE• LL / _ __ WINDOW CONFIGURATION AND SIZE,DETERMINE.. __ _ ray ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' ' HEI/.HT 69" / BB' f 1 YOUR WINDOWS DESIGN PRESSURE FROM TABLES THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY I 1 / TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY SASH / FIXED I - 2-11.IT MUST EQUAL OR EXCEED 7HE DESIGN j d4( 1,_ Al OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 75" VISIBLE VISIBLE/ PRESSURE REQUIREMENT FOR THE BUCK LIGHT LIGHT 22-12' WINDOW OPENING OBTAINED IN STEP 1. ��� 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE EIGHT •C. 3)DETERMINE THE ANCHOR QUANTITY FROM ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.SILL ANCHORS MUST BE 34-3/B' - SEALED.OVERALL SEALING&FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE SASH FIXED TABLES 12-18. 11.1 DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. VISIBLE --..- VISIBLE LIGHT 4)INSTALL AS PER SHEET 15 FOR FLANGE LIGHT INSTALLATION,SHEET 16 FOR EQUAL LEG 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO Ir,- INSTALLATION OR SHEET 17 FOR INTEGRAL FIN THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ./ - I" INSTALLATION. 7)DESIGN PRESSURES: `r B- 9'M ti a3 Y A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS SEE WEEPHOLE ,_ I 18.1/" NOTE:DESIGN PRESSURE RATING DETERMINATION w z PER ASTM E130D. 75"BUCK WIDTH 111 O 7. .,,aa- NOTES THIS SHEET IS THE SAME PROCESS FOR ALL FRAME TYPES w al B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE 76"OVERALL WIDTH , BUr K) (FLANGE,INTEGRAL FIN OR EQUAL LEG/BOX). --- co Q TESTING C.DESIGN LLGLASS PER ASTM OADS ARE BASED ON300.ALLOWABLE STRESS DESIGN,ASD. TYP. FLA • E XO ELEVATION(OX SIM.) WEE1 5PB"XLE NOTES:300"WITH PLASTIC BAFFLE. 0 CV aCT 0 0 EL MAX.DI •SIGNS ALLOWED SHOWN 2)1 WEEPHOLE LOCATED AT 4"FROM EACH END, 0 M ,'z U) Z 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS FOR ANCHOR 3)1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. -J J p y W O_ CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN tl O 5 s v -� F- USED Z F- USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE SEE TABLES 15-18 12 =W E J ,B EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR 22-12"kt O. . 12'O.C. W U m 0 j J V.o/p MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION --_ r H 'ON RESISTANCE. �'�' Z Q 0¢ I¢- 7m0 r ♦ r B n> ,- a: W Z __ I Q 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA I III O Z - O BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION, IIIII� I�I� III��IUI o W j I-U LI- 10)REFERENCES:TEST REPORTS FTL 18-7891&18-7891.01;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA; ! / I JO -I O NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM DESIGN C 56" 56" C D' lL MANUAL - SASH / /! 63" VISIBLE VISIBLE �0 # NUT 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. OVERALL LIGHT LIGHT / 0H '"'S" HEIGHT TABLE 1: �/�.1, 22-1/2" j ZDP Tablo U Anchor Teble Y 62 `+ O.C. aJ OGla® .;, on(Listed from Eothdnr to Interior) XO 1 OX XOX XO!DX XOX BUCK SASH 55-31634' "FIXD O Z Q H.• ®m®�i, ®® HEIGHT I VISIBLE VISIBLE LIGHT W51 Z re 41 118"AN..09D"PV8 1/e . LIGHT = ���- U J MI Z �00®0®• :'HS,.090"PVB,1/B'HS _ _ 3/16'AN,.09/3'PVB,3116"AN �� � �• I 9' ami '�sa0'sapa5 • 13/16'UG:1/8'AN CAP,AIRSPACE,1/8"AN,.090'PVB,1/8'AN B SEE WEEPHOLE • 13/16'LIG:110"TP CAP,AIRSPACE,1/6"AN,.090'PVB,118'AN NOTES, • 13/16'LIG:3/16'AN CAP,AIRSPACE,1!8"AN,.0W"PVB.1/9"AN 119'BUCK WIDTH THIS SHEET 111111 I I I I f 1/!!// 13/16'LIG:311fi"TP CAP,AIRSPACE,118'AN,.090'PVB,118'AN HIflIfl SEE SHEET 17 FOR - 120"OVERALL WIDTH - `\����O�Y LYNN,y��7i�� • 3116"AN,.090"SG,3/16"AN r INTEGRAL FIN �l,•' 1,10ENy"F � �� • 3116"H5,.090'SG,3116"HS ANCHORAGE TYPE TYP.FLANGE XOX ELEVATION - P:' ''.0 10 13/16"LIG:1/B"AN CAP,AIRSPACE,3/16"AN,.090"SG,3/16'AN 5 6 10 13 14 17 &SPACING • •• 11 13/16"LIG:1/8"TP CAP,AIRSPACE,3/16"AN,.090"SG,3/16•AN 5 6 10 13 14 17 MAX.DIMENSIONS ALLOWED SHOWN :*:' No,5870$ -_ 12 13/16'LIG:1/B"AN CAP,AIRSPACE,1/B"HS,.090'SG,1/B"HS 5 6 11 13 14 lB GENERAL NOTES 1 _ * 13 13/16"LIG:1/B"TP CAP,AIRSPACE,1/8'HS,.090"SG,1/8'HS 5 6 11 13 14 18 ELEVATIONS 1 14 13/16'LIG:3/16•AN CAP,AIRSPACE, 1/8'HS,.090"SG,1/B'HS 5 8 11 13 14 lB CODES/STANDARDS USED: GLASS TYPES TABLE 1 - /v 15 13/16"LIG:3/16"TP CAP,AIRSPACE, 1/8"HS,.090"SG,1/B"HS 5 6 11 13 14 18 •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION DESIGN PRESSURES 2-9 %0i(1'•. STATE OF (V�` SG=KURARAY SENTRYGLAS8 INTERLAYER BY KURARAY AMERICA,INC. •ASTM E1300-09 ANCHOR QUANTITIES 10-14 /ir<1S ••'•4Z•ORIDP•,•'• •• ® • •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION INSTALLATION/ANCHOR SPECS 15.17 '� t3/ '. c,-�` PVB=KURARAY TROSIFOL PVB INTERLAYER BY KURARAY AMERICA,INC. N •ALUMINUM DESIGN MANUAL,ADM-2015 EXTRUSION PROFILES 18 /// NAL 1E 11�`� HS=HEAT STRENGTHENED •AISI 5100-12 CORNER ASSEMBLY 19 /! TP-=TEMPERED •RISC 368-10 PARTS LIST 19 A.LYNN MILLER,P.E. _.. ...... _ _.._ _ _- • _. __...__ _ _ _.. 05 ,(6x37 _h_. ( - 6K---..00 " 771( ;'6 -i--- / _ 6° c".. o 0 - TABLE 2: g ( Glass Type: 1111111 , Overall Design Pressure Ib�/ft2 r O&OX Windows Meeting Rail:Standard .090"PVB Cpl 1/B AN GLASS Width '22-1/8"Chem!!Hgt.I 37"Oherall Hgt. 49"Overall Hgt. I 55"()wall Hgt. 63"Overall Hgt. Ii• 1/8"ANGLASS - 20" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 X5.0 +65.0 -65.0 r 3 25" +65.0 -65.0 -65. +65:0 -65.0 +65.0 -65.0 +65.0 -65.0 0 Iiii NPP�cAao°°mPIY�YMIm� 43. +65.0 -65.0 +65.0 -65.0 65.0 -65.0 +65.0 -65.0 +65.0 -88.0 GLASS BITE Unr° , •op Z. TERIOR rilII1 4010-F Cherft5Ckti{{[[ + '49" +65.0 - --65.0 65.0---65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 /L-1 � r, ' Node,' .1" +65.0 -65.0 5.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 `r 0 ,.. l I l l l L J . li" 67' +65.0 -65.0 +65.0 .65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 0 GLASS ' PE 1 �� 74" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65,0 -65.0 +63.3 -63.3 Zi °O Y W z to 3116"AN GLASS > g M ."''a 'i 1/8"HS GLASS II 0 4w O to ,090"PVB .090"PVB to �I 1/8"HSGLASS I O N i 'IOO. (Y 3/16"AN GLASS Q V w Q -� mti .- 23 Q o .In 2 W TABLE 3: ® (____.:\ Z o �• ' r 111 1 12"NOM. EII 1/2"NOM, =ui r 2 Glass Types:2,3,5,6,7 1 GLASS BITE GLASS BITE 0 Q o e-a J Overall Design Pressure(lbs/ft)for XO&OX Windows EXTERIOR AA EXTERIOR ���,° IL- co a Q M o Width Meeting Rail:Standard\ ', „tea 1 o W „ 16 3M110 22-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55'Overall Hgt. 63"Oherall Hgt. W 74 w J l l0 o •vr o 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 3� 32 Z v ' CC w o1 GLASS TYPE 2 GLASS TYPE 3 w '' 25" , +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 ---- JO F O 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 it >r W N 13/16"NOM. _ 13/16"NOM, g m N cc 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 i� GLASS STACK GLA55 STACK + lY = O w r aws 61" +65.0 -80.0 +65.0 -80.0 +55.0 -80.0 +65.0 -80,0 +65.0 -80.0 - " o9o"PVB • �� g AIRSPACE -•�' AIRSPACE- . 090"PVB 5 = W 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.2' I/B"TEMPERED_ ' 3/16"AN OR_ LL a Qo GLASS i • IIB"AN TP GLASS 1/8"AN GLASS cl, O 7 74" +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.2' ., z z n '•80.0 FOR GLASS TYPES 2,3,6 8 7AMM p 31 31 74 'c'.1 J UJ = C OR fp I 1/2"NOM. 1A OR��'. 1/2'NOM. a¢-,a�0.aa,�a5 �''01' 1! GLASS BITE r.. :i GLABSBITEEXTERIOR `: ,5jt EXTERIOR -.�! `• \����`'�,0111,j ,''�•,, C1 � 1 I : ��..... .. ..ocENs ./e IOR `D-7 33 OR e) 70-73 • E .'. . / No.58705 GLASS TYPE 5 ✓ GLASS TYPE 6(ANNEALED) / : 11r GLASS TYPE 7(TEMPERED✓ -ET '( �y _ NOTES: ::13 '•. /D :15= O�•.. STAT O (V 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND - S(` .•. ORID ,.•' \� EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN %SSS/OAL�NPC?x‘`, THE TABLE TO DETERMINE THE WINDOW SIZE. 'r//l 11 I I I I 1 r 11 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. • _ _ A.LYNN MILLER,P.E. ,,.... TABLE 4: Glass Type:4 Overall Design Pressure(lbsiff2)for XO&OX Windows r. _I 13GLASS/16N:T%( Meeting Rail:Standard I Width p .090"PVB 22-1/Er Overall Hgt.I 37"Overall Hgt. I 49'Overall Hgt. I 55"Overall Hgt. I 63"OAIRSPACE rwell Hgt. a II 1.1 20" +65.0 -130.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 lir AN GLASS 110111.1/8"AN GLASS 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 0 0 Approved as complying•••tba Florida• •In C,• 37" . +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -B0.0 +65.0 -80.0 - / OR II) rill , • 1/2"NOM, xl0A(/ EMIKetireal_441 1 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Or _1 GLASS BITE - - 110,1 Dade Product C,. ,I EXTERIOR LA.:7"'in ,,,,, hi.A.f=fr.AO ' 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 +65.0 -76.8 <=I "-t.', f JIB 67" +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 .. 70-73 74" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.1 +64.9 -64.9 @OR 33B 1111111w GLASS TYPE 4 • . w 1....._,.. 3 i_ 1GLArms-sNser%K E 0 ga 8 8 ,7 3/16"AN OR AIRSPACE :ill la .090"SG >- r... e,L, .).0 HS GLASS 1/8"AN OR I I ..._ 0 csi ,/, 0 .090'SG TP GLASS--- L 3/16"AN GLASS 0,7.1"., 3/16"AN OR _1 VI -, 2 ,, ) 30 I HS GLA1S 0 0 . 1--,8 g g .=,i N.. i w ''- ,,,- • AR „,, .. 1/2"NOM. €10R63 tlii 1, la,Nom. Iii 2 Tr 7i < "N TABLE 5: GLASS BITE 111 7,1 1 GLASS BITE .W ...- I- ca> ,- E LO omo Glass Types:8 thru 15 EXTERIOR,.., .S.a!\--,,\ t EXTERIOR ••••3_3_L....r4 Overall Design Pressure(lbslft2)for XO&OX Windows <,17-1 J 1 <5 r- 1 ', I 0 cc W 0, Meeting Rail:Standard cm r"..."\ / '- Width -(7. 22-1/8"Overall Hgt. 37"Overall Hgt, 49"Overall Hgt. I 55"Overall Hgl. I 63"Overall Hgt. (.k.)- .3:1510R3?3,-- _ • 20" +80.0 -110.0 +80.0 -110:0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 6(ANNEALED) GLASS TYPE 10(ANNEALED) , 25" +80.0 -110.0 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 9(HETH AT STRENGENED). GLASS TYPE 11(TEMPERED) .. - ./ IT U) paus 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 lip 2 E 49" +80.9 -110,0 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 ".-I,_ 13L/ASS16"NSTACK OM. 1 13/16-NOM. 2 cc < G - I- GLASS STACK 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 -101.9* AIRSPACE- .. I' '°°-Sc AIRSPACE- 0 l'r ' 9 a •09CF SG ce 0 CT) 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -95.7' 1/B-AN OR 3/16'AN OR tal _1 w i TP GLASS 1/8"HS GLASS TP GLASS • 1/8"HS GLASS < 0 74" +Bao -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.0' Jau • d ;sos.u.s '-110.0 FOR GLASS TYPES 9,12,13,14 8 15 0- ' A 74 0 AC) OORID L. i ... ,.., ci3OR r:,,,, i Giir NOM. sO 0.1%1..LY.N4/471„ •\\'\'.•"* ** *.". ie /' 112,11 GLASS BITE GLASS TYPES 8-15 EXTERIOR ., 1.-,, ,n, EXTERIOR 1111.,411g,9 ..'. .t'... •(Cs .....,41 ' Il MAY NOT BE USED .2:...I No.58705 '. - WITH INTEGRAL FIN ‹D r- 1 s '0] 1"--11-.., = ' : *= •FRAMES co co , . .a-zt-r----+ NOTES: @OR 3B @OR IID ,-,3 -. Jo- ..,,c5.-7. 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND GLASS TYPE 12(ANNEALED) GLASS TYPE 14(ANNEALED) / -::-....• '. TATE OF .. '- % '..'10F210P•••••• EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN GLASS TYPE 13(TEMPERED)I GLASS TYPE 15(TEMPERED) Y ,..,Os, ••......••'....,C,,.:, / THE TABLE TO DETERMINE THE WINDOW SIZE. //, ONALe /// /iiiIIII0' 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P.E. - - = _...- . . ' • I • TABLE 6: Overall Design Pressure(Ibslft2)for XO&OX Windows Glass Types:B thru 15 Width Meeting Rail:Heavy-Duty 22-118"Overall Hgt.I 37"Overall Hgt. I 49"Overall Hgt. I 55"Overall Hgt. I 63"Overall Hgt. I 76"Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Approved as complying*lib tm Florida B.lams code 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.00'r/ No/.q bdr1►V1/"Yo31•� ------ 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 - - 1pmnl i-.e Fred stet V'di 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 �' ' '' 67' +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -109.8' 1 GLASS TYPES8-15 MAY NOT BE USED 76" i +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.8' WITH INTEGRAL FIN •'-110.0 FOR GLASS TYPES 8-13&15 FRAMES - G/LASS 5 ACK - GLASS STACKGLASS 5 ACK I, .090"SG I .090"SG AIRSPACE 11 w o7 Z I 3116"AN OR AIRSPACE ■� AIRSPACE ■ r AM"SG D vi m og r HS GLASS 1/B"AN OR I ICS 1/8"AN OR ■ 3/16"AN OR.090"SG I� 3/18"AN OR TP GLASS 3116"AN GLASS TP GLASS ■ice 1/B"HS GLASSTP GLASS Ili�•110'HS GLASS O o for) c., 23 30 HS GLASS 31 @ 31 ' 74 ® 0 (}7 N a% JjOQ & O �, t JO g) , _ w Z F IOR 18 1OR 1= LI•I @OR�".1 F O LL o awg W o 12"NOM. f� i• IR"NOM. �. 12"NOM. 1!Y'NOM. Z m x ' nGLASS BITE GLASS SITE `5 GLASS BITE ll_ GLASS BITE =W` g tB 1•EXTERIOR Y'S EXTERIOR �wa.r� EXTERIOR �8- EXTERIOR _.(-_r l U V o e,, •J .,„n,0 W \__ el \K0-7) 70-73 70-73 0> '.p a Z }- i9OR 33B- 33 OR� / `- 333OR 33: Z u GLASS TYPE 8 GLASS TYPE 10(ANNEALED) GLASS TYPE 12 LANNEALED) GLASS TYPE 14(ANNEALED) LU m s- GLASS TYPE 9 GLASS TYPE 11_(TEMPERED) ,/ GLASS TYPE I3JTEMPERED)✓ - GLASS TYPE 15(TEMPERED) p F o m w • rn Ni re c a ❑ O to 1,04S= w LwLiL !L n `1111,ilii///r 1,‘ 0W.LYNN1/, `2-r ' _*f No.58705 - i • *- . -Q 4rL- Z."NOTES: ©*.. % 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG ��� WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE %C�s•'•�LORID?,••G\?� TO DETERMINE THE WINDOW SIZE. �'',,,ONAL IEC;11`\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER.PE TABLE 7: Sash Glass Types: 1,4,5 Overall Sash 111111 Width Design Pressure(Ibs/ftp)for XOX Windows Meeting Rail:Standard '� 1/8"AN GLASS Width Configuration Range(in) .090•PVB 9 21-1/8"Overall Hgt.129"Overall Hgt. 37"Overall Hgt. 149"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. I UB'AN GLASS 1/4-1/2- 4 12.038-12.052 +60.0 -60,0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 44" 1/3 1/3-1/s 12.053-15.008 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 Approved as complyingru6 rin MI 1 12"NOM. Approv Is 1/4_172:1 12.038-13.302 +60.0 -60.0 +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 GLASS BITE Date A k, ---._.....49." --1 -1 -1 --- . , - EXTERIOR �] I - ------HOAP-I.-Yo71S+31B.p______- ---- /3-/3-� 13.303-16.675 +60.0 -60.0 +60.0 -60.0 +60,0 -60.0 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 .I 17Lw10 �e Pmdncl 53-1/8" /4/2:/4 12.038-14.333 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 r0 �(.A ,...t. r r 73-%3%3 14.334-18.050 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 0 GLASS TYPE 1 . %4-1/2_14 12.038-16.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60,0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 61" 1/3-1/3-Y3 16.303-20.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 13/16"NOM. %4-%2-1/4 12.038-20.052 +60.0 -60.0 +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60,0 -60.0 +51.9 -51.9 ` -I GLASS STACK 76" custom 20.053-22.185 +60.0 -60.0 +60.0 -60,0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 AIRSPACE • 1 .090"PVB 1/3-1/3-13 22.186-25.675 +60.0 -60,0 +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60.0 -50.0 +60.0 -60.0 1/8"AN GLASS ��t/8"AN GLASS w i "o R 1/4-12-14 " -24.082 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 ® 74 > 6 m "oL 92-1/8" custom 24.083-26.185 +60.0 -60.0 +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 +57.8 -57.8 o °` o COO 1 OR r...... 1 12"NCM. )^Ln aioo' O Q1/1/3_1/3 26.186-31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60,0 -60.0 +60.0 -60,0 --�-�.� GLAss B 1e 00 v =w O 1 11 •• - EXTERIOR -72.-,La '!� m Z/4_/2_� -25.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -46.7 ('--� -{ �-<I j oO_, o a„ W o 97" custom 25.303-27.185 +60,0 -60.0 +50.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.5 -55.5 `r `I ' I Z ui 2 S V e '� 70-73 U U a m J �.noio custom 27.186-31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60,0 -60.0 +60,0 -60.0 +58.6 -58.6 33 OR cl0-. w- m oN GLASS TYPE 4 H Z ' X` H 0Ma 14-12-f4 -28.302 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 +58,2 -58.2 +53.9 -53.9 +48.7 -48.7 0> Yr R. w 109" custom 28.303-29.185 +60.0 -60,0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.8 -59.8 +51.3 -51.3 o z 2? o - w rn 1 custom 29.186-31.038 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +52.5 I -52.5 _ 13/16'NOM. w GLASS STACK _ IL 120" 1/4-1/2-1/4 -31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -56.2 +53.9 -53.9 +48.7 148.7 i; Lo d H Om AIRSPACE-'Yj.�I�•o90"PVB tit w "MIN.SASH WIDTH IFLANGE WINDOWS)= OVERALL WIDTH-57_924 118"TP_-y� i•" 118'AN a. N6 S1 csj CC a - -,• ••MIN SASH WIDTH(FIN E.EQUAL-LEG WINDOWS)=OVERALL WIDTH-55.924. GLASS GLASS O W +oou5- z 31 \ -I\J a CC I o o 0 21 0R 1B L.I.1 _, 12'NOM. \ ¢ Z LZ7 GLASSBITE U n W s g EXTERIOR .�- J -- _i w I a J I �\ a¢i ,g.(73 gas `{70.7) a 33 OR 38 o11uliii/r GLASS TYPES •``\ Wt LyNN//j/ LIGENSF.'•.(<,,c, *; No,58705 *E NOTES: 73 , 1 OFlb : / 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND 'n ,c EQUAL-LEG WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION IN '!,iANAL 'N-- N\ G ` THE TABLE TO DETERMINE THE WINDOW SIZE. '',71`s ' " 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. //i r I I I 11111 A LYNN MILLER,RE _....--`.- -_. __-- - - - .. • TABLE 8: SashGlass Types:2,3 Overall Sash Width Design Pressure(Lbs/ft2)for XOX Windows Meeting Rail:Standard 1/8'HS GLASS Width Configuration Range(in) 21-118"Overall Hgtg g Hgt.j 29"Overall Hgt. 37"Overall H t. 49"Overall Hgt. 55"Overall 63"Overall Hgt. oso^PVB N _ 1!8"HS GLASS /a-1/2-f4 12.038-12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 0 1/3-1,4--% approved>m eaa+PLYiW:wtitt ftsm 12.053-15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ill 1 1/2"NOM. Florida r ddin8 1 _ s 1/4-1/2-1A 12.038-13.302 ' +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 i 1_L GLASS BITE as* EXTERIOR _ 74QAO_Ti��'�‘T �1,• _-_- 49" �/ gyfyrA ' Prodo+a a„ .t --13 1/3 1/3 13.303-16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 K J 3-7 A� %4_1�_/ 12.038-14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 di+65.0 -80.0 53-1/8" 32 GLASS TYPE 2 1/3!/31 14.334-18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 %4-%_14 12.038-16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" „- 1/%/a-1 16.303-20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 3/SWAN GLASS 1/4-1/2-1/1 12.038-20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 .090"Pv0 10 76" custom 20.053-22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 0 I 3/16"AN GLASS Li Y 1/31/313 22.186-25.675 +65.0 -80.0 +65.0 I -80.0 +65.0 -80:0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ® >c4 K cri w M ."aH. 1/4_1/2_14 •• -24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ILI 1/2*N 9RE o e.. 92-1/8" custom 24.083-26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 EXTERIOR •v z N a}00. 0 64- 0 ...- 1/3-1/3-1/3 13`13-1/ 26.186-31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 < - 74 O Q (.91-Hill Cit o_ LL O N 1/ 1/2-%4 -25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 32 =u `r" S v ? h. n GLASS TYPE 3 0 v d o 97" custom 25.303-27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 z x a ¢ 0 ON 1/3 x/3-1/3 27.186-32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 0> b, a z til 14"12-14 '* -28.302 +65.0 -80.0 +65.0 I -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 `-Z m0 cc co rn W ,J 109" custom 28.303-30.185 +65.0 -80.0 +65.0 I -80.0 +65.0 -80.0 +65.0 -80.0 +• 65.0 I -80.0 +65.0 -80.0 -I Q Li 0 1/3-^1/3-1/3 30.186-36.6751 +65.0 -80.0 +65.0 I -80.0 +65.0. -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 (n x w c° 0 g 1/4-!2_1/4 "" ii=29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 _ `x E D _ 2 7aovs' 113-5/8" custom 29.464-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ' +• 65.0 -80.0 +65.0 -80.0 'S 1 Lu 1/ 3-1/3-1/3 33.186-38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 o j 0 Qo 17- 1/4-1/z 1/4 -31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 i c g 0 120" custom 31.053-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +• 65.0 -80.0 +65.0 -80.0 _i w = 4 O custom 33.186-38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 anu .as.0 saws '"MIN.SASH WIDTH(FLANGE WINDOWS)=OVERALL WIDTH-58.556 `\‘.,,,,;011,,,,,,,,, � 11ILY y/i�NN '' "MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)=OVERALL WIDTH-57.556 `S'�,•- ,,10ENSF (e • .• ! No,58705 .' ~ -O NOTES: �' • 7 i '.'.. S�Z 4, 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND "aT� '••:°LOR101^,.•'.�_�, EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TiP-TO-TIP DIMENSION IN �/.,,,,S G,,` THE TABLE TO DETERMINE THE WINDOW SIZE. ��S".1/1111111%�NAt_ N�'\ 2)FOR SIZES NOT SHOWN,ROUND LIP TO THE NEXT AVAILABLE SIZE. ,...-_ .____ _ _ _ ___ A LYNN MILLER,P_E.- ___,,, _ TABLE E Sash Glass Types:6,7 Overall SashWidth Design Pressure(Ibs/fe)for XOX Windows Ell Meeting Rail:Standard Width Configuration Range(in) j GLnssSTACK 21-1/8"Overall Hgt.i 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 12.038-12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 AIRSPACE v+ Oso°PVB 1/4-1/2-1/11/4-1/2-1/144" 3/16"AN OR 14-1/3-% +65.0 -80.0 +65.0 -80.0 TP GLASS 118"AN GLASS Approved ns complying with tho 12.053-15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 FloridaA 0 B idingC� •19 i 12.038-13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.00 Floc 1/3-1/31/3 13.303-16.675 +65.0 -80.0 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 OR 18 1 1!2°NOM. r /"/ �t' GLASS BITE I I_..-1/1/21/412.038-14.333 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -84.0 +65.0 -80.0 EXTERIORr,.1 �'sS153-1/8" riminnimair 13-%/a-1/3 14.334-18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 12.038-16.302 I +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 VIM`/ 61" 1,4_1/2_,/, �OR 38 IIIII 13'1/3.% 16.303-20.675 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS TYPE 6(ANNEALED) 1/4-1/2-14 12.038-20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -72.98 GLASS TYPE 7(TEMPERED) 76" custom 20.053-22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 . co Y 1/3-1/31/3 22.186-25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 > N g .,a y4_16.1/4 •" A +65.0 -67.55 -24.482 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1 � CIO r. 92-1/8" custom 24.083-26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 t0 cv z Q O M rw Z Zo 1/3-173-1/3 26.186-31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 O-' o a" g w 1,_ 1/4_1/-1 •" -25.302 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 x w ca t o J a. O o co e, ,,. ,v,o,o 97" custom 25.303-27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 w Z v '< < . -Q Lu 1/31/3_1/3 27.186-32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 oh> ,a, u) - 0)1/4-15-1/4 `" -28.302 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.55 Z . " w J o ' • 109" custom 28.303-30.185 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.0 0 33 w0 1/3- 3-/3 30.186-36.675 +65.0 '-80.0 +65.0 -80.0 +65.0 .-80.0 +65.0 .80.0 +65.0 .-80.0 +65.0 -75.8 m N w rc . 1/ 4_/IK "° 29.463 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.55 ,-,,t, zaau5 113-5/8" custom 29.464-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 I -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -70.6 5 Oz w f3-1/3% 33.186-38.222 +65.0 -80.0 +65.0 -80.0 +65.0 I -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.9 o j a Qo 1/4"1/2!4 " -31.052. +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1" +65.0 -67.55 .` t2 0 r7 IIX 120" custom 31.053-33.185! +65.0 -80.0 +65.0 -80.0 +65,0 1 -80.0 +65.0 -80.0 +65.0 -75.7 +65.0 -68.4 ° Q o custom 33.186-38.222 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 am/ "sac,sat•as A-8 0.0 FOR GLASS TYPE 7 °"MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL 2IDTH-58.555 a-85.0 FOR GLASS TYPE 7 \\``111 i 1 1`Y�117j ""MIN.SASH WIDTH(FIN 8 EQUAL-LEG WINDOWS)=OV BALI,2D1N-57 5,56 `•\=,\�O-.0GEN4*•.`�-i'� _*: No.58705 - yr= NOTES: � 77p,�. SWE 6 F$a •-.1.411/F :X41/\ 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND - ''•F�ORIDP,. ���ti _ EQUAL-LEG WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION IN ✓ ,,' ('j THE TABLE TO DETERMINE THE WINDOW SIZE. �jI/r I'''(111111%\'‘1 IVAL E \\\ 2)FOR SIZES NOT SHOWN,ROUND LIP TO THE NEXT AVAILABLE SIZE. =-J-- _ __ _ ---- .....-- _ -_.._ - _- _ -_. _ -'--r - ___ __-__ -- - .. :- ,. - - -r-- _ __-_- _ - -- - _-_- -__- ..- P.E.#58705 ----_ .. kit .LYNN MI . • TABLE 10: SashGlass Types:8,10,11 Overall Sash Ell Width Design Pressure(Ibslft2)for XOX Windows Meeting Rail:Standard mai 3116'AN GLASS Width Configuration Range(in) 090 SG 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. _ I ® II3/15'AN GLASS �„ 1/ 11// 12.038-12.052 +80.0 -110.0 +80.0 -110.0 +89.13 -110.0 +80.0 -110,0 +80.0 -110.0 +80.0 -110.0 ' 1 4-/2�/4 1/3-%-% 12.053-15.13136 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Approved ne complying w1161ha f�� 111 GLA55 B 12"NOM.ITE Fiorillo 11 ding Co ' a 1/4-y2-1/1 12.038 12.038-13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 'Hill gr,;•al.)'1!y.H••l - 49 EXTERIOR,�� -- - -- [11a�1 t.,e P uduU Coa d- -- 1/3-f3-13 13.303-16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110,0 +80.0 -110.0 +80.0 -110.0 a J i Aiaiiliiiitai(w , 1/1/2-14 12.038-14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1/8" 0 GLASS TYPE 8 rAIMMENI - 1/3-1/1 1/3 14.334-18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80,0 -110.0 +80.0 -110.0 %4_%2_ 4 12.038-16.302 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 .+80.0 -110.0 +80.0 -110.0 61" 13 1/3-1/ .16.303-20.675 +80.0 -110.0 +80.0 -110.0 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 r _ 13116"NOM. 12.038-20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 _.t CLASS STACK 1/d .090'SG AIRSPACE •� , 76" custom 20.053-22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 0 oo q 1/B'AN OR 13- 3_1/3 22.186-25.675 +80.0 -110.0 +80.0 -110.0 +80,0 -110,0 +80.0 -110,0 +80.0 -110.0 +80.0 -110.0 TP GLASS I 3/16'AN GLASS w g .,.a• cc 1/4_1/2_% •' -24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 31 r 74 O o R co o 92-1/8" custom 24.083-26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 (9' u, ¢O _ 1 R 1 B k yr NOM. 0 r w rn 1/3-%-% 26.186-31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110,0 +80.0 -110.0 +80.0 -102.3 irj GLASS BITE p o a H w o EXTERIOR 7 mil Z IL Co m_i v %_1/2_1/4 •• -25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80,0 =110.0 +80.0 -101.0 +80.0 -90.5 3`-- + Z w '2 "s ' N- 97" custom 25.303-27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.7 �, ,-(70-73) Iw-Z c r a ¢ 1.xa / • w 1- 1/-1/3-1 3 27.186-32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +B0.0 -110.0 +80.0 -98.9 ,T�3AoR 3B �- o> v a Z GLASS TYPE 10(ANNEALED) o z rn o 1/4_1/2_f " -28.302 +80.0 -110:0 +80.0 -110.0 +50.0 -110.0 +80.0 -110,0 +80.0 -101.0 +80.0 -90.5 GLASS TYPE 11(TEMPERED) ✓ v w u, o' 109". custom 28.303-30.185 +80.0 . •110.0 +80.0. -110.0 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0. -97.3 -, m O I 1/3 -%3-1/3 30.186 36.675 +80.0 -110.0 +80.0'i -110:0 +80.0 -110.0 I +80,0 � -110,0 I. +80.0 -110.0 +80.0 -92.9 m w .m . ' B T ec 1/4_ 2_1/ 29.463 +80.0 -110.0 +80.0 -'110.0 +80.0 110,0 +80.0 I -110.0 +80.0 -101.0 +80.0 -90.5 `a ct -- 5 113-5/5' custom 29.464-33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110,0 +80.0 ' -110.0 +80.0 -108.5 +80.0 -94.1 GLASS TYPESB-15 5 w • 1A-1/3-1/3 33.186-38.222 +80.0 -110.0 +80,0 -110.0 +80,0 -110.0 +60,0 -110.0 +80.0 -110.0 +80.0 -92.3 'MAY NOT BE USED \ t n d O WITH INTEGRAL FIN ` O Z Z n 1/4-12-1/4 *• -31.052 +80.0 -110.0 +80.0 -110,0 +80.0 -110.0 +80.0 -110,0 +80.0 -101.0 +80.0 -90.5 •FRAMES . wti tr 120" custom '31.053-33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 +80.0 -91.5 O _, w = ¢ 0 custom 33.186-38.222 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.6 auu ,saG.,a.as "MIN.SASH WIDTH(FLANGE WINDOWS)=OVERALL WIpTH-56.556 \`���9:7:0A‘ 1yY�LY(v/y�/.� "MIN,SASH WIDTH(EQUAL-LEG WINDOWS)"OVERALL,WIDTH-57.556 \' •. VICENSF'•,C� 2 Q.• ..13 No.58705 : = j NOTES: ::::::::....:.:s: �•. 5 ATE .'•(`��� 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG C��•'•:�(ORIDP. _� WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE ',/1,0NAL,E o• TO DETERMINE THE WINDOW SIZE. 11 I 1 I 11111 ' 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SIZE A LYNN MILLER,P.E. TABLE 11: Sash Glass Types:9,12,13,14,15 Overall Sash Design Pressure(lbstftZ)for XOX Windows Width Meeting Rail:Standard ii 3/16"HS GLASS Width Configuration .590'SG ' Range(in) 21-1/8"Overall Hgt. 29"Overall Hgt. I 37 Overall Hgt. 1 49"Overall 1-)gt. 55"Overall Hgt. I 63"Overall Hgt. l 3/16"HS GLASS 1/4 -1A-1/4 12.038-12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 ,,:,,,,\ID 1.1 44" - 1/3-1/3-1/3 12.053-15.008 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 ..`i-/- 11011 Ur NOM, Approved no cormplylignAlb Dir GLASS BITE Flotill 1/41/51/4 " fait- - 12.038-13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 EXTERIOR oiii. ,•. t gio 0 ‘• - vom. VILlifter:SiMilo1v. 11/3-1/3-11A 13.303-16.675, +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 '(:1 riq -0 MINIM Mole P-,duct Con r:14P r r 1/4-1/3-1/4 12.038-14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 •. liii 53-1/8" 1,41/3_1/ /3 14.334-18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 49 GLASS TYPE 9 -1/5.4/4 12.038-16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 I 61" 1/4111111111" 1"...mir 1/3_1/3_1/ /3 16.303-20.675 +80,0 -110,0 +80.0 -110.0 +80,0 -110.0 +80.0 -110.0 +80,0 -110.0 +80,0 -110.0 1 13/16"NOM. 1-.. I GLASS STACK 1/4-1/2-1/4 12.038-20.052 +80.0 -110.0 +80.0 -110.0 +80,0 -110,0 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 I .09V SG AIRSPACE-a 76" custom 20.053-22.185 +80.0 I -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/8"AN OR 114h, . ci c° R-1 TP GLASS------- ....--1/k3"HS GLASS w 1/3-1/3-1A 22.185-25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 > .' 31 e . .1, 6- 0 1/444_1/4 - _24.052 +80.0 -110.0 +80.0 -110.0 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80,0 -106.7' °`n '11J 1 ciai..0' 1:E3 7.. 92-1/8" custom 24.063-26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 @OR ID 01 , 1 in.Nom. 2-1,- 0 01 2 Lj,, cc • 0:1,1 1 GLASS BITE o g 65,c2 1/3 2 z -1/3-% 26.186-31.048 +80.0 in-110.0 +80.0 -110.0 +80,0 -110.0 +80.0 -110.0 +80.0 I -110.0 +80.0 -110.0 EXTERIOR 4r --I- d ut __ g -0, w ,2 1/4--1/2-% “' -25.302 +80.0 -110.0 +80.0 -110,0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' -I --) r-- 97" custom 25.303-27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80,0 -110.0 +80.0 -110.0' +80.0 -110.0 6-3390R,41-3=J6' -- 0. .., H z T7 r< < 1/3-1/3-IA 27,186-32.675 +80.0 -110.0 +80.0 I -110,0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 GLASS TYRE 12.(ANNEALED) ,. 0> •-• E. CO r-i- •7 t, Z 1/4-172-Y4 .' -28.3021 +80.0 -110.0 +80.0 I -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' GLASS TYPE 13(TEMPEREDi V i= • W _j 100" custom ' 28.303-30.1851 +80.0 :110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110,0 +80.0 1 -110.0 . . _ . 0 i` ° • 1/3-1/3-1/3 30 186-36.675, -80.0 1 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 I -110.0 - . • ,. .. , 1 . - Ni cc r/4-1/2-1/4 ' " -29.463 +80M I -110,0. 480,0. -110.0 +80.0 -110.D +80.0. -110.0 +80.0 -110.0 +80.0 -106.7* • . ' 1•3/16"NOM. • tr. . 113-5/8" custom 29.464-33.185 '+80,0 -110.0. +80,0 --110.0 +80,0 -110,0 +80.01 -110.0 +80.0 -110.0 +80,0 -110.0 . 1-""--- i GLASS STACK 0 2• _ AIRSPACE i-4-:-.1 ---',090"SG •1C Ct < - • 1/3-1/3-1/3 33,186-38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 • 3/16" 14,-.., ' ...>1i8"HS GLASS - - - TP GLASS--' Z Z N. 1/4-.1/3-Yet *. -31052 .+80.0 I-110,0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* (Th 1 TS L6j 3 LT., 1 120" custom 31.053-33.185 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -107.8 custom 33.186-38.222 +80.0 -110.0 +80.0 -110.0_ +80.0 -110.0 +80.0 -110.0 _+80.0 -110.0 +80.0 -110.0 @OR C) 4 ,.. 1 1/2"NOM < 0 :-.- :.:C;(:):.l'IN-O.(.:C..151-6:8Yr'II 17i 0'.411.5:11.:4::.<1(1;11-1 *-1 10.0 FOR GLASS TYPES 9,12,13 8 15 ill 1 GLASS BITE "•MIN.SASH WIDTH(FLANGE WINDOWS)= -a-VERML WIDTH-58'556 EXTERIOR ',1,,(!ijfa OVERALL W10TH-57,555 '•MIN.SASH WIDTH(EQUAL-LEG WINDOWS)= II GLASS TYPES 8-15 @OR MAY NOT BE USED WITH INTEGRAL FIN GLASS TYPE 14(ANNEALED) :: : *: • S FRAMES -7::"0 .-.L1 W* NOTES: GLASS TYPE 15(TEMPERED) / -...73,,,,'• . ATE 6 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN,FOR EQUAL-LEG ,•..AN,:• ,.. :- WINDOWS,SUBTRACT 1"FROM THE TIP-TO-T1P DIMENSION IN THE TABLE "....WIN'•-4 ORIDP. •'•*SS-'•..... / l.16, '•......•••....,,,C,..,,s TO DETERMINE THE WINDOW SIZE. yr,CONAL ES• III III 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. __ _ _____ , _ _ _ ,.. _ ._ __ _ ____ _ __:„ _ _ _ _ _ A.LYNN#MI51_81.7Ecg,P.E. _ _______ „ _ TABLE 12:_ Anchor Quantitie &OX Windows Glass Types: 1 thru 7 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOIOX WINDOWS: Meeting Rail:Standard Overall 22-1/8"Overall . 37"Overall 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. Width C-11-11-1 3 r21 i4i a a a a if y,&Sill m Head&Sill t Head&Sill m Head&Sill 1 Head&Sill m 2rC - - -I -' Approved n complying Wan Ih 20" 1+C2+1 2- 1+C2+1 2 1+C2+1 '3 1+C2+1 3 1+C2+1 3 Pladde�Idm6G.e pia 25" 1+C2+1 2 _ 1+C2+1 3 1+C2+1 3 1+C2+1 3 cwsTEROF3 _ _ from cmitriger1r pi_ 2ANCHORS ANCHORS 2ANCHORS AT 4ANCHORS "'E91ogi.ba• P,, en ,! 3 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+D2+1 3 AT THE CENTEREDTING RAIL THE FIXED 2ANCHORS AT IN THE SASH MEETING RAIL •IAMB �',l. '.�- 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 61" 1+C2+1 1+C2+1�2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2a MAX.o.c. , 9'MAX. 67" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1• 3 �____, I r,----� _ 74" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1' 3 1 -p,==1_• -1+C2+-1 FOR GLASS TYPES 1,485 + i ----'J�`X O TABLE 13: 22-12" alb I Glass Types: 8 thru 15 MAX.D.c' _.L I- 03 Anchor Quantities for XO&OX Windows yp C — MEETING RAIL W a o CO Meeting Rail: Standard ? w cn =a Overall REPEAT ANCHOR PATTERN AT SILL re n 22-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. O o O Width , - , .n >-r`r'-is, 2 IN w"a- 0 Head&Sill Head&Sill Head&Sill Head&Sill Head&Sill m 12•MAX.O.C. -II-+ �-{ 6"MAX.O.C. -� OJ J o y z zo 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 n -- r �i� ZLI- ' -, 7- =w — &'2 . .16 . 25" 1+02+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 CA 11 �— r W a ®_, " a / // I i. , ~o LU ` F Ma 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ;\/i i I \\\ ` / / l ^) .- 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 /�� • / o Z °�' U z a, - w 61" 1+C2+1 2 1+02-1 I2 1+C2+1 3 1+C3+1 ,3 1+C3+1 3 U1 a O 67", 1+C2+1 _ 1.21 2+C2+2 2 2-02+2 3 2-C3-2 3 2+C3+2 30 i- o 2-ANCHOR • • 3-ANCHOR- m >- , 74" 2+02+2 2 24-C2+2 12 .2+C2+2 - 3' 2+C3+2 3 2+C3+2 4 i; - CLUSTER.DETAIL �0 a o a N F' z :J"vs 4"MAX.0 C. v•-, -- _ = 7 TABLE 14' 'r Q C1 O Glass Types: 8 thio 15 )..- :• ^' 1t..___ — o Z ' Anchor Quantities for XO&OX Windows - -- __ Meeting Rail: Healy-Duly \` t 'T-' Overall 22-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Olerall Hgt. 76"Overall Hgt. / 4 :CI:).</..<<,::7'1:::: Width \__//// Head&Sill Head 8 Sill Head&Sill Head&Sill m Head&Sill Head&Sill ''� I� ``114111111!r�r/r20" 1 1+02+1^ 2 1+C2+1 2 1+C2+1 3' 1+C2+1 3 1+02+1 3 1+C2+1 4 ;`` pN�,�?NN 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 4-ANCHOR �t�' �1cENSF �!37" 1+02+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4CLUSTER DETAIL No.587051k.49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+03+1 3 1+C3+1 4 --a :a�7 * NOTES: � 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+03+1 3 1+C3+1 3 1+C4+1 4 7.:-73,1.. �fgrE��� �---.7- -...,-,..c',-, 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG . R 2G/�� 67" 1+02+1 2 2+C2+2 2 2+C2+2 3 2+03+2 3 2+C3+2 3 2+C4+2 4 WINDOWS,SUBTRACT I•FROM THE TIP-TO-TIP DIMENSION IN THE TABLE %,�s••••.ORIDP,•••G..� 76" 2+C2+2 2 2+C2+2 2 2+03+2 3 2+C3+2 3 2+C3+2 4 2+C4+2 5 TO DETERMINE THE WINDOW SIZE. ,,s/0 0.40\\\ .4 \\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. //'0,111110'NAL 1` A.LYNN MILLER,P.E .-_-_... ._ _ _ I • TABLE 15: Anchor Quantities for XOX Windows Glass Types:1.4,5 Sash Meeting Rail:Standard Derail Sash12"MAX.O.C. Width Configuration Width 21-1/8"Overall Hgt. 29"Oterall Hgt. 3T'Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. Range(in) , a a a a a m �1�8P��mm� Head&Sill m Head&Sill m Head&Sill m Head&Sill @ Head&Sill m Head&Sill a �s�� " /z-/a 12.038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1-2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ApprovedcomplyingxL6196 1/3'/3 i/3 12.053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Rodd°B IdingC,,f • 1 1 1 12.038-13.302 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 _ __..-_ NOAB_Dam �`£ ' • nal A)__-..._._ 49" Ia /2-/4 f3-1/3-%3 13.303-16.675 1+02+1+G2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 tiTh' ID. ua••„ 1/4-1.72-1A 12.038-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 2-ANCHOR �'," _ , i 53-1/6" t 1 CLUSTER DETAIL 73 /3 ' -/3 14.334-18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t7�� 61" 'la-1/z-1/a 12.038-16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3--�/3 16.303-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/2-1/4 12.038-20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y3-1/3-1/3 22.186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/5-1/4 " -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 W & 6 92-1/8" custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 w o1:3 ,a� 1A-173:1A 26.186-31,038 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3Y1+C2+1+C2+1 3 }in o 41r.o O 1.4-1/2-Y4 -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 p v ...1 O M Z Z 97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 O p a F m w o Z co s " -+ n d custom 27.186-31.038 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 14-C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 I s. N R5, r • CJ 0 O o,, J ,m,, 4f4_i/z'i/ - -28.302?1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3F 2 ??t, Q Q w 109" custom 28.303-29.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 O� t 2 ;.na custom 29.186-31.038 ,1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3a Z • O1 0 ct w 61 120•' 1,4-'/2-s/a " '-31.038 '1*C2+3+C2+1 1 2 1 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 . • W _r 1- • OVERALL WIDTH 57.924_ _ J CO 0 '•MIN SASH WIDTH(FLANGE WINDOWS)_ - 2 - .' - } • 1 -'MIN.SASH WIDih 1E QUAL-LEG WiNDOWSi'=•DL}ER.Aa.L Wi'DTH-.o 92s - - - - -`' o`"'i N . . GUIDE TO USING �:- - ------. " O ¢ .:,,vs ANCHOR'QUANTITY .- Z D 1+CZ*3+C2+1 3' . TABLES FOR XOX._ ,/ i ,' o. o WINDOWS: 1 I1 ,\ �� 11 W g O cr N. .. / CLUSTER OF 2 l \''� CLUSTER OF 2 ` 3 ANCHORS \ J Z ANGHORS ANCHORS ¢ Q 1 ANCHOR AT - CENTERED AT THE IN THE 0�� •asap sq�,aq THE SASH CENTERED AT THE 3ANCHORS AT JAMB MEETING RAIL THE FIXED LITE MEETING RAIL \�'oVIY(LYNN 'ire 22-1/2"MAX.O.C. -� 1 ANCHOR AT r 9"MAX -o- 12"MAX.O.C. THE SASH ` P• .x.,•• 4lCEN,96.. •%Lr,'% - - 71 (-t ,-1 r --- r.-' `*: No.58705 • - r_3___! ��_�1_ -�- = -_ - /? *- t _-- - (A • 3 X O X j - 1J ! NOTES: r • -.� EI�LC'� _IL / 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN,FOR EQUAL-LEG MEETING RAILY REPEAT ANCHOR PATTERN AT SILL ',r�s •• (ORIDA,. • � TO DETERMINE THE WINDOW SIZE.E TIP TO-TIP DIMENSION IN THE TABLE rr",OVAL•'NC1,,\\ 7NIIM1I Ii" 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P.E. ---- .__-_ _ ___ _-_..,._._c.--_---P.E.-#38705 ...-- _-- --- .0.... TABLE 18: Glass Types:2,3,6,7 Anchor Quantities for XOX Windows Sash Meeting Rail:Standard Overall Sash Confiration " Ell Width 21-1/8"Overall Hgt. 29 Overall Hgt. 37"Overall Hgt. 49 Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 12MAX.O.C.0.C. 1 Width Range(in) cc. .o . ii Head&Sill g Head&Sill g Head&Sill 1 Head&Sill I Head&Sill 1 Head&Sill 01r 1 mrsermrimommemo!, - - .., 1,4_1/2_1/4 12.038.12.052 1+C2+1+C2+1 2 1+ 11 C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Approved us complyIng with Lb, Florida• ding C,, 1/3-1/3-1/3 12.053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 Date ACM/7 voriparmfm•i -14-1A-Ys 12.038,13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 .3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 - Mimi Dade Product°, ,------ -- _ 14-1/34/3 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Ai riOlk , 2-ANCHOR Y4-1/2-Y4 12.038-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" CLUSTER DETAIL limrigi. 1/3_%.1, /3 14.334.18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+o241 3 1/4-1/2-174 12.038-16.302•1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 . 61" 6"WAX.0.C. --A-11:-•- '/3-1/3-1/3 16.303-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 aorimitetposoillo -1/4-1/2-Y4 12.038-20.052 1+C2+ - 4 2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 --1 #enomermismorsmw 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 -144/3 22.185.25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 //yi /7/2/ 1/1 Li c° R. 1/3 F„ ,.3-7. Q /,' ET.."' 1/4-1/2-1/4 " -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+-C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 --- \:, W ,-,Et 8 2 92-1/8" custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2' 1+C2+2+C2+1 3 1+C2+2+C2+1,3 1+03+2+C3+1 3 >-p... p), .ma (i), ., 1/3-%-% 26.186-31.045 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 3-ANCHOR rh_1/2_1/4 -- .25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 CLUSTER DETAIL T7- 97- custom 25.303•27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 1 3 1+C3+2+C3+1 3" 1 LLI' R 2 -1 4 " N- i!., . 1A-1/3-1.4 27186-32.675 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 . LU- 00 -..-.1 -, :'•::::: .,, CMG, -28.302 1+C2+3+C2+1 1 2 1+C2+3+C2+1 2 I+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+11 3 1+C3+3+C3+1 3 . > 109" custom 28.303-30.185 1+02+3+C2+172". 1+C2+3+C2+1 2 1+C2+3+C2+I 2 1+C2+3+C2+1 3 1.+C2+3+C2+1 I 3 1+C3+3+C3+1 3 ,--.Z '3) c o Co t--- cc w a) • 1/3-14.-% 30.185-36.675 1+C2+2+C2+1 1 2 1 EC2+2+C2+1 2 1+C2+2+C2+1' 2 1+C2+2+C2+1 3 1+C2+2+C2+1 1 3 1+C3+2+C3+1 3 . . r -J 03 L1- 1 1/4-:',/2-1/4 '" •2E163 I+C2+3+C2+1 1 2 1+C.2+3,-C2+1 21 1+C2+3+C2+1. 2 'I'"7 )-C2+1,'1,1+C2+3+(,:2111 3 1+C.3 I 31C3 1 I„-t, . . . 1 113-58" custom, 29.464-33 185 112 1 2 1+62+3+C2+1.'-i 1+C2+3*-C2+1 2 1+0213+62+1 3 1+C2+3+C 2+1 I 3 1+C3+3,c3+1 3 GUIDE TO USIN0 ANCHOR QUANTITY ' a. 111 4,1 F.- _ 1/3 7 1/3-Y3 33.186-38222 1+C2+2+C2+1 2 1+y2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 J3 1+C3+2+C3+1 3 . _ . -TABLES FOR XOX WINDOWS -'' . • . -- z ;,,•",,, < - : .-. 1,74-1,4-% .- -31 052 1+C2+3+C2+1 2 '1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+I 3 1+C2+3+C2+1 1 3 1+C3+3+C3+1 3 . .. ' ."-. • . , ' • ...7 : f a . . . ,. 120" Custom' 31,053-33.165 1+C2+3+C2+1 .2 1+02+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 1 3 1+C3+3+C3+1 3 • •- M:,P- '3:* ;L:f . ,,1;13,-----„_ „ .,.; z 0 r-- custom 33,186-38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+3+C2+1 13 1+C3+3+C3+1 3 „......./..'- 1 '".` .. A.,,,,. "MIN.SASH VVIDTH(FLANGE WINDOWS)=OVERALL W2IDTH-58556 ) ) \\_..,,,._ '''N, . Lu) D 0 _1 Z 2 OVERALL W2IDTH-57.556 \ m).ri "sao Som.S. "MIN.SASH WIDTH(EQUAL-LEG WINDOWS)" CLUSTER OF 2 EN RC EHDO AR TS 1 CLUSTERANCHORS OE 2 3 AINNCTHHOERS 00111,1 ii,,, 'I ANCHOR AT CENTA THE CENTERED AT THE \\0 0.,,V LYNN.,./// JAMB THE SASH MEETING RAIL 3 ANCHORS AT MEETING RAIL ....,A..,..L...,.;...••....4,,,, THE FIXED LITE , .yA.`.: CEN4 ..Ns„, ...... 22-1/2"MAX.0 C. --..- -*- 1 ANCHOR AT . .** -.11' S No.58705 '• ". 9"MAX. -*: 1 *: -.1- r*-- 12"MAX. 7.C. 7,...- THESASH :'- " ' . .... 7---V er----- •,- NOTES: 1'="-=++" :*,- ..-*--m=tsr--c.t.... ...++,, --- :-,-A=A--,+•, ,5'18' ,.. .e.----- - L" -___z.,-- ----nr 9.MAX. I -•0.•. STA E OF 1)OVERALL(TIP TO 11P)DIMENSIONS SHOWN.FOR EQUAL-LEG =.= L_ _X // 0 21 -"-'-r ...- •. A' p. .. .. :A. ......,‘.c<,,s.:•.. ./3Till>..- c.;\.,,A WINDOWS.SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE . / ;52/0N-A-t..' e, ‘`'N TO DETERMINE THE WINDOW SIZE. - MEETING RAIL REPEAT ANCHOR PATTERN AT SILL .111/111111"‘ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A LYNN MILLER,P.E. - . -_ _ -. - -P-E.#58705- -- --- __ - - __ __ _ • TABLE 17; Anchor Quantities for XOX Windows Glass Types:8,10,n Sash Meeting Rail:Standard Overall Sash Width 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"OveralI Hgt. 12"MAX.O.C. -r+ -j 111111 Width Configuration Range(in) a a a a a n ����.� _ ._ . . _ _ __ _ Head&Sill ' Head&Sill ' Head&Sill ' Head&Sill ' Head&Sill m Head&Sill ' 1 �1 I - 1/4-1/2-14 12.038-12.052 1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Approved ea t4mP1ylu8',tilt,OP 44" - 11 // norm;; tdiuc 1/3_%1/3 12,053-15,008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 part goad- T" n��� _-- _ -12.038-13,302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+14-C2+1 3 1+C2+1+C2+1 3 ygh6lDdcPmdudCr I 49-, =��z-� / 1/3 1/3-1/5 13.303-16.875 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 2-ANCHOR I�. '��• ! 1/4 1/_A 12.038-14.333 11+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 CLUSTER DETAIL ��� 53-1/8" 1/3-1/3 1/3 14.334-18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1/4'1/x1 12.038-16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 6"MAX.O.C. ---I r 1/3_1/3-1/3 16.303-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 . . . tttttttttttttttttttmutttttttentttlttmowimmismime 1/4--1/i 1 12.038-20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 i rin r 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 m 1/3_-1/i ///% 22.186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 /7/ tuN dM •,,,t1. 1/a 1/14 -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 _ O o o N i 92-1/8" custom 24,083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 L}0 N i w ,,,,,d_ O d 1/3-1/3-t/3 26.166-31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 3-ANCHOR OJ m 2.m g Z O o g w o 1/4 1/2-1/4 -" -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2*4+C2+1 3 1+C3+1+C3+1 3 1+C3+3+C3+1 3 CLUSTER DETAIL z u- 2. m'2 - I S',1t` 97" • custom 25,303-27 185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 0 V o 0 -1 .a G 1/3 i/3_1/3 27.186-32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+G2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 ~w Q a < oN 7Mo, N 11A 1/5-1/4 " -28.302. 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 - o Z ; a 2 109" custom 28.303-30.185 11+C2+34-C2+1 2 1+C2+3+C2+1 2 1+02+3+02+1 '2 1+C2+3+C2+1 3 1+C3+3+C3*1 3 1+C3+3+C3+1(3 1A-%-% 36.180-36.675 rt+C2+2+C2+1 2 2+C2+21C242 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3*2 3 1+C3+2+C3+1 3 co u -J 0 0 1,/,_%..1 - -29.463 .1+C2+3+C2+112 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 -3 1+C3+3+C3+1'3. • - ' . . - . . ..... . . - S CC r /a GUIDE TO USING ANCHOR QUANTITY 1 ( r i 1- 113-518- custom 29.464-33.165' 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 ► l TABLES FOR XOX WINDOWS: (� z ,4.,5 'I--. , -1/3 1A-1/3 33,186-38.222 2+C2+2+C2+2 '2 2+C2+2+C2+2 2 2+02+3+C2+2 2 2+C3+3+C3+2. 3 2+C3+3+C3+2 3 2+C3+2+C3+2 3 - - '- i!L 5 O j 1/4-1/5-1/4 "". -31.052 !1+C2*3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C211 2 1+G2*4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 r_._.----,_____ r - a C7 120" custom 31.053-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 --71+ ' C243+L1C2+1�' 3 --- r Z 0 • 7-J 1..'l '. _' custom 33.186-38.222 t 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2t3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+3+C3+2 3 / ti. . D U _ "MIN.SASH WIDTH(FLANGE WINDOWS)_OVERALL WIDTH-56.556 J Q 2 2 / / IT\ 411'1 'asap s.;po OVERALL WIDTH-57.556 CLUSTER OF 2 / CLUSTER OF2 3ANCHORS "MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=- 2 ANCHORS ANCHORS IN THE 0011111)10,/, 1 ANCHOR AT CENTERED AT THE CENTERED AT THE LYN // . 3 ANCHORS AT JAMB �‘‘‘,),00., ...,,1V /i THE SASH MEETING RAIL MEETING RAIL / THE FIXED LITE - ;a�•.•'•U10ENSF'•�(�% 22-1/2'MAX.O.C. 1 ANCHOR AT �•' •.� 4 , 9"MAX. - 12"MAX O.C. / THE SASH _.*f No.58705 _1� 1 r r 1 - D - NOTES: IL.\F$1.3--la. C LL-- J LA 1171--3-•I J g.MAX, �pQ .• 1 IA EJF/O .'/U� 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG X O X •4'.•'-•F GRID F• ��� WINDOWS,SUBTRACT 1'FROM THE TIP-TO-T1P DIMENSION IN THE TABLE / i S �•••••• G TO DETERMINE THE WINDOW SIZE. MEETING RAIL REPEAT ANCHOR PATTERN AT SILL ////S/0NAL1�N,\\\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A LYNN MILLER,P.E. _____,. _-.-_'P£i1f 5(1705-..... :. 1 TABLE 18: 12°MAX.O.C. -The Glass Types:9,12,13,14,15 Anchor Quantities for XOX Windows ,._ri Ili-4:_;= Overact Sash Sash Meeting Rail:Standard Width Configuration Width 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. Range(in) . a .e' a a a Head&Sill m Head&Sill m Head&Sill m Head&Sill m Head&Sill m Head&Sill m -, --, -, %q--1/1 12.038-12,052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 44" +ppraved as complying eta ttn: %-1/3-1/3 12.053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+(,2+1+C2+1 3 1+C2+1+(,2+1 3 Florida 0 Mine Col Date + it. • i 1 1/ - 2-ANCHOR _._ .�o,H r:>Eir•rr� er•1---- Iar z- 4. 12,038_13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 49 t� CLUSTER DETAIL t + Pastae=,, 13-13_% 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 / ;u rl � t 3/444-1.1/4 12.038-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ill.l-�� 53-1/8" 8"MAX.O.C. -e-1 ht- %3-1/3-%3 14.334-18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 �r♦rmoritttmmumom r. -1/% 12.038-16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 moi) 1 61" All 1/3-t/j'/3 16.303-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 /j// .tIa-Iz-%4 12,038-20.052 1+C2+2+C2+1 2 1+02+3+02+1 2 1+02+3+02+1 2 1+C2+3+C2+1 3 1+03+3+03+1 M 3 1+C3+3+C3+1 3 J 76" custom 20.053-22.185 1+C2+1+02+1 2 1+02+2+02+1 2 i+C2+2+C2+1 2 1+C2+2+C2+1 3 1+03+2+C3+1 3 1+03+2+03+1 3 m 1/_1/_1/ 22.186-25.675 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+03+1+03+1 3 W z co 1/4..1/2-% •• -24.082 1+C2+3+C2+1 2 1+02+3+02+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+ +1 3 1+C3+4+C3+1 3IY .�a. 03 3-ANCHOR p z o o O 92-1/8" custom 24,083-26.185 1+C2+Z+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+03+2+03+1 3 1+C3+2+C3+1 3 CLUSTER DETAIL7-to r, o ,„(/' q O� a= rn O 1/3-%3-% 26.186-31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+03+2+03+1 3 1+C3+2+C3+1 3 J 44.' p z 1/4-1/2-% -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 - 4"MAX.0.0. O' p " F' LU o 97", ' custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 I t S ui o':2 • a� 1/3-f3-.3 27.186-32.675.i 1+02+2+C2+1 2 1+02+24-C2+1 2 1=C2+2+C2+1 2 .1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+03+2+03+1 3 ��-----' ---'-`-`I'---'-------,�! .w Z CO T< Q =,„a,p .,l . 1/a-1/x-t/4 28.302 1+02+3+02+1 1_2 1+C2+3+C2+1 2' 1'-C2+3+C2+1 2 1+C2+4+C2+1 3 1xC3+4+C3+1 3 1+C3+4+C3+1,3 \ '1 ( T a> ,4. > Lo • 109" custom 28.'303-36,185 1 i+C2+3+C2+1 2 1+02+3-G2+1 2 I+C2+3+C2+1 "' 1+C2+3+C2+1 3 1,+C3+3+C3+1 3 1+04+3+04+1 3 \.- j i!! p %i i. '-Z o al s. s-/a-% 30.186-3(1.675 i 1+02,2+C211 y2 2+C2+22+C2'.2 2 "2+C2+3+02+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 it --t m LL . /4-/2-/4 -29.463 1+02+3+C2+1 1 2 1+C2+3+02+1 2 1+02+3+02+1 2 1+02+4+02+1 3 1+03+4+C3+1 3 1+C4+4}C4+1 3 r'�a_.y. F- �. 113-5,'8" custom 28.464-33.185 1+C2+3+02+121+02+3+02+1 2 1+02+3+02+1 2 1+C3+3+03+1 3 1+C3+3+03+11-3-- 1+C4+3+04+1 3 4-ANCHOR • o m ,„j t- '1./.3-1/7.-1/3 2 2+C2+3+02+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2' 3 2+C4+3+C4+2 4 ± .0 Z a,._u> 33,tB6-38.222 z+C2+2+C2+2 2 2+�2+2+C2*2. _ CLUSTER DETAIL' O' -31.0521 1+02.3+02+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+4+C2+1 3 '1+03+4+03+1 3 1+C4+4+C4+1 3 ' •.IP.:I _ 120" custom' 31,053-33.185 1+02+3+02+1 2 1+02+3+02+1 2 1+02+3+02+1 2 1+03+4+C3+1 3 1+C3+4+C3+1 3 1+04+4+04+1 3 - / o o ` •..\ r Z p ti custom 33.186-38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3' 2+C4+3+C4+2 4 - 1+C2'+3'i',C2^F1!13 •---_� - is 2 . "MIN.SASH WIDTH(FLANGE WINDOWS)= CC OVERALL ZIDTH-58.55_ � • � Q Q = .nu 'sop sa,a5 ""MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH-57.556 GUIDE TO USING ' 2 ANCHOR QUANTITY i CLUSTER OF 1 CLUSTER OF ttt,tllitlr// TABLES FOR XOX ANCHORS / ANCHORS 3 IN ANCHORS ,,.''+' 0 LY/UN ��"'., WINDOWS: 1 THE SASHNCHOR CENTERED AT THE 3 ANCHORS AT CENTERED ATTHE JAMB „` •�.•4'pEtJ$••�J/t/ "i MEETING RAIL MEETING RAIL �••• F -...e..., i THE FIXED LITE 4-: ;'y 22-1/2"MAX.O.C. J/ 1 ANCHOR AT -1E' No,587Q5 :• _ 9"MAX. -. Imo- 12`MAX O.C. THE SASH - , _- NOTES: 1:3 NOTES: ,--7 ----'1 f ---�t r�--+ ('-`�'1 7;3,130: � - "�S �•;; L rt----------€.1.7.71) -2-_,---12-.7±-i_:.:7=; �,t- r___ 3O SATE OF W 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG L ' L.' t J g^ {. �'"„•••, A. �/ti WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE - ` X O X -'/v-0,c,''' C! TO DETERMINE THE WINDOW SIZE. / /f !r'J- . ////1-111/1H110‘‘ °IVAL' N‘‘\\ lik.2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. //r t t I I I L L 1 t t MEETING RAIL REPEAT ANCHOR PATTERN AT SILL A LYNN MILLER,P.E. _ 1 INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X BUCKSTRIP OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. DIRECTLY INTO CONCRETE/CMU. INTO CONCRETE/MU.SEE NOTE 2,THIS SHEET. 1/4"MAX.SHIM —'- EDGE DISTANCE --.1 -I EMBEDMENT SEE TABLE ,...NOTE B FOR 1f4 MAX.SHIM -.-.-- a-- , EMBEDMENT e riosssi " L HEAD TYPE 0 ) • ill= f SASH VISIBLE _...j 0 —1- 1/4"MAX. EDGE ' LIGHT WIDTH I Approved as eamplying wilib tau SHIM ".--•-41......0011Thlk 11 EgNi EMBEDMENT DISTANCE ' ri . ,,, EDGE Florida IdIngC.i 0 DISTANCE DAte • ,,_ I a 0 dOAII f;113.1. 44110 I mow z.......... 111:1 -- it•-- • On NIM41k i illaml D•ade Prodnd Coatml OillidnIVIIIRIBM1111,1M-- . ir‘ I ,.,-'utisg.4uglIn: 1,_,,_ FIXED VISIBLE # 1 TYP.ANCHOR TYPE, 4N—,Ce24 ea .,, or 1- LIGHT WIDTH I: .•. : , 4,1/lif I Il.- . ' EMBEDMENT AND EDGE • I DISTANCE PER SUBSTRATE, _i 4ii,, •. • SEE TABLE 19. • i _ 1 ''11117lik---4-- to ....- '1 •' • am Ci) EXTERIOR ' • 74 • • .. 'ABOV 0 tr i )_,,i). 012 LEENGSATHS,CENTERED 0 C7 .4- E 00 TYP.ANCHOR TYPE, "TYP,ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE _ DISTANCE PER OVERALL WIDTH DISTANCE PER SUBSTRATE,SEE TABLE 19 „. ., 2 SUBSTRATE,SEE TABLE 19 &NOTE B FOR HEAD TYPE. w g 5 u) &NOTE B FOR HEAD TYPE. HORIZONTAL SECTION A-A > (SHOWN WITH LG.GLAZING) C2 f, 0 . s g VISIBLE to S'W • ' 0 7 >,-,... o 5 ''''°. w < LIGHT 0 1/4" HIM --..- ,MAX., 0 rN HEIGHT K'ol U3 z OVERALL 4 it,-/' ''' §_1'1 o P -••• Z 0 HEIGHT • I • • . . . • 'i ( INSTALLATION LL c) l';' fJ L. rt". Z rri. . ,- ....... , OPTION 4 I N-w-,- '(- . .• ' ' • 1 ...—.' pi ANCHORED THROUGH 0 0 6 Zi...., Dr . " IIIINIIMMIN 1 0-\''''' FRAME INTO METAL W 2•?ri.' 'i itc' < .• A .. ET 'J.; 0. • , i -—,_,--- • iiiiiM , ,. - 1,r'i I;\I 0', ' 5111. I grab:. TYP.ANCHOR.TYPE, N. .st. .t- , 16 - 1 '• 1 .1, m 0 —03) i - .1,... ___......G-=--i--;--= . — x- _;;E5: . EMBEDMEI4 r AND LI___.1 1 • 1 ,1 4 IJWIDI 1:1(5' ..--‘, ' 1‘, --k--4 r— ---- -7 t----F.J-,i---- p:TERIOR " dr I.. -EDGE DISTANCE - IT . d. 1 :• PER SUBSTRATE, . -,,,,,ii.:71.'j'ff:„ ,_ , ,,i'il t .. . • ,-, ' . •,, ,, , SEE:FABLE 19 n . 0 ) '-,.g.f -, ,--(E) • ice' • .3.....---- -----i .--T .........?„7---' ' •• - ,••• ,_ , ' • I . ,64Y7-05 tk---... , ii 1---. .1 , MIAMI.OADE APPROVED MULLION FEC 11---... ,,..' .'.' ] ' ' be cs NJ r•l I — LI_ •, 1 , . )JG 1 1/ :0 -Jr . C.'"--- . . ' ....A...-/ . ' . .. '. COMPLIANT ALUMINUM/STEEL FRAMING ''''/ . . - . . . . - = 0 Z- ."177`;:"'' • • i - .- . . - . ' .- . OR STEEL STUD.MAY SE VERTICAL OR---." i- -r. 0 . -•- . • 6"LENGTH,CENTERED • HORIZONTAL SECTION C-C HORIZONTAL SEE'SUBSTRATE < I= .._,< [ .•'.". ' AT MEETING RAIL.''.. ' . ..PROPERTIES,TABLE 19 . ,, . - -• , , " i tl- D • (SHOWN WITH MONO.GLAZING)' ANCHORED WITH(4) Z _j N. • . . ct < .'";• .: . 0 SCREWS,(P#60). . . . . . . . . „ . .. . . . . . ' . . ... . . 0 LAI ONLY REQUIRED IF is 00vVEERRAEL31:.HEIGHT IS NOTES: c.) D . Z og , R' 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 19: • oro, ,rao saws 111—.... .lir, t2J1 TABLE 19.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Min.Edge Min. A)MIN.OF 3 THREADS z....---:-:':\‘:•:C.‘f.‘..*:‘;N;)1\(01C.I ELEI Y1:11\101A1:: :"<" - 111111=1111EMMIIIII ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE Anchor Substrate Distance Embedment BEYOND THE METAL , 6 I OF THE WINDOW. „,... ti Southern Pine(SGo0.55) 9/16" 1.3/8" SUBSTRATE. #12 Steel, B. . 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE Aluminum,6063-T5 min. 3/8" 9063" 1/4"MAX. fi t.,.- EMBEDMENT 18-8 or 410 Li)USE ONLY FLATHEAD ‘F ..K' ' SHIM :-. 19.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE SS Screw A36 Steel 3/8" C).063' ANCHORS IN HEAD AND ..ON EXTERIOR Pi CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. Steel Stud,Gr.33 min. 3/8" 0.04T MI GO SILL PAN/HEX/FLAT HEAD .-A -; .1MI WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X 1/4"410 SS Concrete(min.3.35 ksi) 1" 1-3/4" TYPE IS ALLOWABLE FOR = : i *:- - • • KIP L.. EDGE TYP.ANCHOR TYPE. AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY CreteFlek Ungrouted ANCHORS IN THE JAMBS.CMU,(ASTM C-90) 2-1/2" 1.1/4" : - 1- DISTANCE EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK DESIGN Southern Pine(SG40.55) 1" 1.3/8" C)"UNGROUTED CMU" , ,,..., Fr;2.5.-"tr INSTALLATION OPTION 2 •I t oi 4:.......- DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER 1/4"Steel --.....• % Concrete(min.2.85 ksi) V 1.316* VALUES MAY BE USED FOR •-',AV- ,.. •*_ILl.., SEE TABLE 19 OR ARCHITECT OF RECORD. "....(v.rs.'71ORIDA..•......N.,T.:•• ANCHORED THROUGH FRAME Ultracon Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" GROUTED CMU APPLICATIONS. ....,„_us,'•......•.-,,,,t,,,g,,,,.. i DIRECTLY INTO CONCRETE/CMU. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS Southern Pine(SG-0.55) 1- 1-3/6" 'iir i3ONAL e‘;‘,\\ DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. 1'1/1111110- VERTICAL SECTION B-BA,LYNN MIU.F_R,RE _______ . _ .. _z___ _ -___‘__ -- _;-_-_PE.It_56/05 _ . . INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX BUCKSTRIP OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. DIRECTLY INTO CONCRETE/CMU. INTO CONCRETE/CMU.SEE NOTE 2,THIS SHEET. -..- - --- 1/4"MAX.SHIM --...- MAX.SHIM EDGE DISTANCE EMBEDMENT ,-, 0 EMBEDMENT Sariimm # SASH VISIBLE .....1 0 —I LIGHT VVIDTH - I ' 1/4"MAX. _.....=--•...01., it • .. „ ,, -..„-.....r. •I EMBEDMENT Mi:1 .. DGE .ISTANCE 1. . .. • ., EDGE approvsti m contpFyliigIda Fiti .,eme, .... DISTANCE ormilt ,aLmmemell 1 1 ." 4 r.M.1111.• d MI 01111811 -.-----t---- - X0.48-talgrAVV11410-—- FIXED VISIBLE kin= IIMFBILM WMUIIIMM1I.a Miami Thyde• .t. C.X72, ,...,1 pi TYP.ANCHOR TYPE, .. ,•, ..., MN Oa ] 1-..- LIGHT WIDTH 1 . . C , -. EMBEDMENT AND E. 1 I DISTANCE PER SUBST-•4. ji ,....,, ,_....... - ,,.., ; ____ ,,,.. _., y . ." • . ...... SEE TABLE 20. Timor, , _._, 11111M1111111•111111Mit EXTERIOR - 74 rorI 0 • • •• •• • •• Imo gerk, 12"LENGTH,CENTERED , / 0}'3—egr- NI %IF ABOVE SASH a /... 00 TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE BUCK WIDTH DISTANCE PER . co 2 DISTANCE PER SUBSTRATE,SEE TABLE 20 SUBSTRATE,SEE TABLE 20 &NOTE B FOR HEAD TYPE. HORIZONTAL SECTION A-A &NOTE a FOR HEAD TYPE. (SHOWN WITH I.G.GLAZING) CC N 8 0 VISIBLE >-tr) V 1,... 0 LN FA .7m G- 2 LIGHT ., - ' H._ 114"MAX.MAXSHIM 0 HEIGHT 0 A ,-, Z BUCK 0 V.:,,•./...,,Y i. /( 0' ^ Z 0 0—1 CD " LLI INSTALLATION HEIGHT „-- 3 S 0 ". insisflieliN ,---, ANCHORED THROUGH 'w- co p Z . 1 ' --CD FRAME iNTO METAL F-z Nr r.< La ,-. ° F- Lw••,:; I TYP.ANCHOFL TYPE, r”- . 'v' et. Z EMBEDMENT AND u 'CC 0 0) , \ ' "" li ,,,,.6.:.., ' '-----T-t......,',..,r -1----' EXTERIOR •'' '--EDGE DISTANCE ILI ILI '`'-' 110)- t "PI L---.7 'l',440 1 -N\-5.'"I ,3 \-, r-,,_--al•L•r i, --)L,1 r—-rIE ti r:: • PER SUBSTRATE, __I -J LL "J _!..3 0 '''''' )1/--=ti-- --7 , ; ,-).- "----, ---, ,,,. - I'-1.-:. EU IABLE 20. 1 7 0 < . , . • 'A: __,),J1 ir- .r . ) . I t\ -1 -® 4 , . . . 1......s. - g. x— w . mlAMI.DADE APPROVED MULLION,FEC_.../• — - \ , p . . . • . . 0 , i -0 . . COMPLIANT ALUMINUMFSTEEL FRAMING ' [lip ._ , .. '.. . ... 6"LENGTH,CENTERED AT • HORIZONTAL SECTION C-C OR•STEEL STUD.MAY BE VERTICAL OR • • . D . , .. HO,RIZOPNRTOAPLE.RSEE SUBSTRATE . .. • J MEETING RAIL' .. '-'-'1SHOVvN WITH MONO GLAZiNGF '' - -•- TIES TABLE 20. 0 Z _, 7 • ark ANCHpRED WITH(4) . i- ' ec ... < PL. ' . • - . Tali,SCREWS,(P#60).ONLY ' . . tu -, i... cf ' REQUIRED IF BUCK NOTES: --I < Z 4° irkl 1117411H1EIGHT IS OVER 62". IP---""---ILLSOFL.Mill I)USE ONLY SUBSTRATEPPROPRIATE ANCHORS LISTED ON TABLE 20.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. TABLE 20: Mln.Edge Min. A)MIN,OF 3 THREADS EIBIEMENZE123 \‘‘‘,(,.,N9,?,?...LYNiv.,27,„ ii.! •• ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE Anchor Substrate Distance Embedment BEYOND THE METAL N‘ollIlli/,,, OF THE WINDOW. ,..- - Southern Pine(SG.<1.55) a/1r I-3/8' SUBSTRATE. 1/4"MAX. 1111 , #,2s,e.,, SHIM '12 :MBEDMENT 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 18-8 or 410 Aluminum,6083-T5 min. 3/8" - 0.063" Ei)USE ONLY FLATHEAD ... . ,.., oCEIV,&..'• La'et.,..:"'., .:.„- 20.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE A36 Steel 3/8" ,* 'r.• SS Screw 0•063" ANCHORS IN HEAD AND "."31-:f. 1161166._"-Li CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE Steel Stud,Cr.33 min. 3/8" 0.045"(18 Ga) SILL.PAN/HEX/FLAT HEAD .. ...,,A.; Na.5870S OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. : •". EXTERIOR NUM Concrete(min.3.35 ksi) 1" 14/4' TYPE IS ALLOWABLE FOR : *= WOOD BUCKS DEPICTED AS 2X ARE i-1/2"THICK OR GREATER.IX 1/4"410 SS ANCHORS IN THE JAMBS. - • • - 7.13: : - <=1 k- EDGE DISTANCE TYP.ANCHOR TYPE, EMBEDMENT AND EDGE AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN CreteFtex Ungrouted CMU,(ASTM C-90) 2-1/2" Southern Pine(SG=0.55) 1" 1-1/4" 1-3/8" ---73 -7 C)'UNGROUTED CMU" •-•OF THE ENGINEER0 ' s TE A 4/•:-"' DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY 'a.,41,: .' . ,,.... ' Concrete(min.285 ksi) 1" 14/8" VALUES MAY BE USED FOR INSTALLATION OPTION 2 SEE TABLE 20. OR AIRCHITECT OF RECORD. 114"Steel e'er's:: •-•. ORIDP.....',..,...y.,,, ANCHORED THROUGH FRAME Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4' GROUTED CMU Ultracon APPLICATIONS. /‘9,/0*N DIRECTLY INTO CONCRETE/CMU. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS Southern Pine(SG=0.55) 1" 1-3/8" -Ai. III'' DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B-B A.LYNN MILLER,P.E. . ___ ___ . - - - • • —- • . • INSTALLATION OPTION 5 --..- I ANCHORED THROUGH FIN INTO 2X INSTALLATION OPTION 5 EDGE DISTANCE EDGE EDGE WOOD FRAME OR BUCKSTRIP. DISTANCE DISTANCE ANCHORED THROUGH FIN INTO 2X 1/4"MAX SHIM --.--I EDGE DISTANCE H.--- WOOD FRAME OR BUCKSTRIP. TYP.ANCHOR TYPE,EMBEDMENTTYP.ANCHOR TYPE, I) AND EDGE DISTANCE PER VI --.— t/4 MAX SHIM EMBEDMENT AND EDGE 1 SUBSTRATE,SEE TABLE 21. DISTANCE PER SUBSTRATE, ISIBLE .......1 19 ell \ I -approved e;colutpVi•gaida lb, -...- SALIGSHMTVVVIDTH - I Florldu Ilphling C is EDGE . 0110NNI'mmla° DISTANCE i ......Th ----- 0 EMBEDMENT Bare ',0 480AB f-EDGE _----- - -------_-_-.!--__ C) DISTANCE — EMBEDMENT Ai) I 11: FA DE j 41111111111114 11,1 t...., I MEP If IN h._ Fill XGEHDT wiVISIBLE rH EN i ,.... ,. f 70-‘,---\,, i . , fl n, ; I L1/4"MAX. SHIM lliti "----- /...,,Nevs. a .c. ,o, 4 delek12"LENGTH.CENTERED 0 EXTERIOR 1 0 MWABOVE SASH Li 0 '3'00 1.4. ,...„, 4,. 4. J1 TYP.ANCHOR TYPE, - EMBEDMENT AND EDGE 1/V MAX. HIM co DISTANCE PER BUCK WIDTH Li, R-- c.i ,_ 'rim..., i-.3 CO SUBSTRATE.SEE TABLE 21. > ... C) .....,a' HORIZONTAL SECTION A-A r E (SHOWN WITH I.G.OOZING) a, INSTALLATION 0 g. 8 0 _ a 2 OPTION 6 Lo >-r... 0 Cs.I F,,?,. 4 0 cl ti, cf) VISIBLE p ANCHORED THROUGH 0,7,-,r LIGHT 0 0 INTEGRAL FIN INTO METAL 5. j a 'IT'.Ct' "i' 5 HEIGHT 0 ri--- . , . dor, Z -- 8 F_-.-- --- -, r7- BUCK - . • . _. =in.7 R g j ,r,,; N" . _ , . - wp . .. . . , ..._. . 1 . HEIGHT . . ‘.. ,----- ./. 0 iii .i. i•-i. < °" . .=........— -. .—...- I-- • r .— '7,?:'-<:%. " "---' MI ill 1 0 -- `,,,• Li A.,,- °Z. a' ‘r, Z ,-- . • '.1111-4 : • elero.:- . . --- 0 , u-- (7) L 1 I . . , . U- -i •--.,, - 5 .).1-_ .h141 _se' 5...._J,C'.."• • - . 0 0 ! .... 81C C IL (10.)-\ k -t r' 'jj I4-0) r .„...._ ,i - _ i- -- i.-, _,-,_ , '1/ '." 'a_i 1,1711 110 ,_ ,...2 / (X 'f=T- /"---\--.I •. ' MIAMI-DADE APPROVED MULLION.FEC ./ .,\ ., r 1 0. Z ' ''', 1 c' I. W 0 . COMPLIANT ALUMINUMfSTEEL FRAMING_y ' TYP.ANCHOR TYPE.\ -- i o OR STEEL STUD MAY BE VERTICAL OR EMBEDMENT AND EDGE ' . . , • - , : -HORIZONTAL-SECTION C-C • • HORIZONTAL.SEE SUBSTRATE . ,DISTANCE PER SUBSTRATE..- .-.• Ilk ' '6,- D -- '.9. - . • ' • PROPERTIES,TABLE 21. SEE TABLE 21. . Z ....1 r•- ' . (SHOWN VVITH MONO.GLAZING) r - Lu i- tr u 3 co i < z 0 . OTES: TABLE 21:Ix,MAXmAx Min.Edge Max. MM. 4i1.'1 .....70 sapas . r SHIM 1)USE ONLY SUBSTRATE-APPROPRIATE Anchor Substrate Distance 0,C. Embedment 0011111/0,,, i ANCHORS LISTED ON TABLE 21.FOLLOW 2-1/Z'x113"Box Nail Southern Pine(SG----0.55) 5/18" 5"---- 2.7/16" ,‘'s'r)lks(LYNAIL,,, EMBEDMENT AND EDGE DISTANCE 2-1/2"x.131"Common Nail Southam Pine(SG.--0.55) 3/8" 2-7/16" ,'s'\.(v.--%';;C. :7./e//"" -----4 EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF 2-1/2"x.145"Roofing Nail Southern Pine(SG.0.55) 3/8" 5" 2-7/16" 6' ....0 ...... * No.58705 •-,- T HE .::.,•'. ' . ..' EXTERIOR • . 1 THE WINDOW. 2-1/2"x.145"Roofing Nail Southern Pine(SG=0.55) 3/8" 5" 2-7(16" C-C----C---,----.3--- EDGE DISTANCE 1 Southern Pine(SG--.0.55) 1/2" 5" 1-3/8" - • - ----. k I 2)VISIBLE LIGHT WIDTH OR HEIGHT PIO Steel Tin tread Screw or , ..._o .a 0.125"Aluminum,6663-1-5 min. 5/16" 0.09" (ALSO REFERRED TO AS DAYLIGHT ., -, #12 Steel,18-8 or 410 SS —..--I EMBEDMENT TYP,ANCHOR TYPE,EMBEDMENT OPENING)IS MEASURED FROM BEADING Screw 0.050"A36 Steel 5/16" 5" 0.050" ..;_gc-. ST TE TO BEADING.BEADING. 0.045'(18 Ga)Steel Stud,Gr.33 min.] 5/16" 5" 0045" INSTALLATION OPTION 5 AND EDGE DISTANCE PER --...., .".,.;-...ftoRtoP...'es,...." SUBSTRATE,SEE TABLE 21. 1)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. /us. ANCHORED THROUGH FIN INTO 2X 3)ANCHOR TO BE INSTALLED WITHIN IONAL '‘.4‘N\ WOOD FRAME OR BUCKSTRIP. 2-1/2"OF FIN CORNER. 'i/11/1/iiI10‘ VERTICAL SECTION B-B • A.LYNN MILLER,P.E _____ . • ei I 1, 2.724" - - • "' 1.488" +- 2.112" - •987" �-°+- 2.724" r- I 1----,T . "rte 2.724" I 3.184" r 4pproved ss complying with 16" 2.560" 2,786° 2.786" 2.786" Hackie pining Code t 2,060" / NOM• 1 ` __._____ _. ... ..._ ,r-anr_ - - .- - --- - '-Vias ftee ProSasttCemO'el----- - .062" --•.--s- .062" I --a- .062" .062" --'..- .062" - .062" /'h...'. o_-' •I a HEAD,FLANGE FRAME O FIN FRAME INTEGRAL VLF EG FRAME L `,:J FRAME FLANGE 0 FIN FRAME GRAL 0 FRAME QUAL LEG 1 2.724" 2.724" • I 2.724" -----e-I -- 1.246" H-- -,- .040" 1.513" L ti Y B. CJ W ? Ct) t g .062" >cc vi �? w � 'Act/ 3.151" 5 0 t .808" -"-- t-".- T 6 to O 675" 3.651' I 3.908" "--� I "� }n o el�o G 4.276" I I I! O9 N z rwn I ,^"1(NSTACLAT70N t •p o I I "I�-- A62' i `,..-1 HOLE COVER 11e}WINOLOAD ADAPTER O 5a F O (� I o a m wF. .- - L 052' • _ ) a .oor ti i 062' _ i • =W � 0 M ' ' n 111,5:':=_;i� I _ r=--t;.-,� ��I -r- .= -r 7.'' p �' • �„ 0 0 a 40-' t I i' I"°1' I._� 1.415 "- 1.446" I -F'2 z< ' 0' to i-. i ',,9,.: Siti.E4UAI.LF.t^,FRAME _._-{'- ._'I� i i_. III II .5,18" o• `* a' Z I• d o. I 710" Z ,,,../.)SILL,FLANGE FRAMEc I Z :uj Sill ADAPTER 'i a t1' ut - -' it 1 I ,-.. - 2 21 w-1 Ofi2" W -.SILL.INTEGRAL _ ~� _040 '.....' -1 0 1„ "s'FIN FRAME - O m 1 - . T :"..1 f -I i� --"- ,�o`ANTI-LIFT CLIP to .c 7 a 2 2111s'SILL TRACK I 062- I-t.,• "]' tJ . ,_,�. 149 1 v-, _.,,... 1.a00' I-+- � '�z 1 �_ ..-I.630' .464" I r--._ .=-.�.1! ___ _. _..�.:. _ :' 1.803" ,.� -______J. .360" - _~-� � I -' -�� O Vj ,i'C `--)c ..-.-ss, 052 } as r l o-, �� r l. ! a _1 1 1.300" .--.;..+ _ t 045....��1• ,V__.--_ 797" `? 798" 4 062' ►1 „ 2 z�3 .toD" - �� �11 1.13 ? _ -_ i 1 :_ _.1032' � : . id r` 1 j 4.170" ---I .120" -.J 4� .070" -a-�-••- '...I .065" I I O D X = SRSH T4P 8. < W tt t2 SASH PULL RAIL SASH LOCK RAIL i3 B4TT0 M RAIL 0 HD MEETING RAIL 0 STD MEETING RAIL 0 SCREEN ADAPTER IG BEAD ere IG SNAP BEAD owl -.sap soon _ ```1111111 III/,7/� .045° HOT-MELT �� �`{LYjy .D50" �" TABLE 22:MATERIAL PROPERTIES USED ALUMINUM DESICCANT FILL .. ,`1��•,.•••••.NA./ FOR ANCHORAGE CALCULATIONS: `�`SILICONE BUTYL 2.., POLYISOBUTYLENE STRUCTURAL V REINFORCEMENT `',y� SEAL y. 5/16"NOM. +,.., 1"1GENS .,?� Material Min.Fy. Min F„ POLYI50- �� 114"NOM. �� 3/16"NOM. ` � y SILICONE P' % �� Steel Scrow 92 ksl 120 ksi BUTYLENE WITH r Olk* 5116"NOM. I SEAL =_ 74':: No-58705 .. =_ 795" rf ,795' 18.8 ScrcN fi0 ksi 95 ksi S7RUCTURAL BUTYL d /W.Ft• DESICCANT i ROLL-FORMED _SILICONE DESICCANT G 410 Scrow 90 ksi 110 ksi FOAM IMTH FOAM F STAINLESS STEEL •^ ""^•�: Elco UflraDon® 155 ksi 177 kst EXT.GLASS DESICCANT 1 J ---.":&.•. 7 ! :•�'s `.612° 410 SS Elco Greterle> 127.4 ksi 169.7 ksi '1/ EXT.GLASS .I 'S ' OI' ((/ .492" 1 r/ EXT.GLASS • EXT-GLASS F /� 6063-75 Aluminum 16 kst 22 ksi INT.GLASS �� •'•F<ORIDP„•' ��‘ - - - - 8 7116"BEAD 24 5116"BEAD - A36 Steel 36 ks1 56 ksl INT.GLASS INT.GLASS INT.GLASS S \�� Gr.33 Steel Stud 33 ksl 45 ksi7frs1- G\\ (;,-^y,„ 4SG TPS CE 71 NXTEM SPACER® 72 SPACER L'a (77:""0 XL SPACER rst �'t�NALIl A LYNN.- MILLER,P.E. - _- _-_--- - -_ _- ___ TABLE 23: Item#1_Part# I ..•Description I Material 1 624038 Head,Flange Frame Alum.6613-T6 ASSEMBLY DETAILS FOR 2 624039 Head,Integral Fin Frame Alum.6063-T6 XO FLANGE FRAMES 1 3 624040 Head,Equal4eg Frame Alum.6063-T6 (OTHER FRAME TYPES& ....All 4 r4 624001 Jamb,Flange Frame Alum.6063-76 CONFIGURATIONS SIMILAR) i,`r_; f l 5 624017 Jamb,Integral Fin Frame Alum.606346 ,;•,'�??�•,,.'; _;.,>.#t j. 61 6 624028 Jamb,Equal-leg Frame Alum.6063-T6 '" f r?+`„f,f 1 i.�� y�4 Approval .,.,��ptE, T 624035 Sill,Flange Frame Alum.6063-76 #'<`lk f4, '4'. Bale a„m: •..>.r• -� •:- 8 624036 Sill,Integral Fin Frame Alum.8063-76 1 y,�ti�,,+r• ,t i O�- 1stI•T•'SN 7 .. - - - _e _-- --- --• '� ii - I I-i ._----- -- %11x 1 6...,,.,, 9 624037 Sill,Equal-leg Frame Alum.606376 61 :t<x • _ 10 - II 4 Sill Adaptor Alum.6063-T6 I� q 9 i '� ,-,w7-1111/LA - i,' 11 3 Sash Pull Rail Alum.606376 '/ 1 f % / 12 6 Sash Lock Raii Alum.6005A-761 ( r I � . /1147it155167175naeCover Atum.6063718 M 19 2 mr CO l 20 5 m21A 9 I11 IG Snap Bead Alum.6463-75 - r ,v/ ! • ( Q io r j oG p63 w 23 624026 7/16"Lami Glaz.Bead Alum.6063-T6_ r,: i;, I I '( 1 i 0 CV 2 tr ¢ I 24 524013 5/16'Lami Glaz.Bead Alum.6063-T6 M. , E JO J o d T W z 30 6TP247 GlazingBead.Bulb Vinyl for;!624413$0624026 Vinyl I - I!{ i ( Z u- R . _31 6TP248 ' Glazing Bead,Bulb Vinyl for 0624049&#624011 `_ Vinyl• _ �' 11 � ?'I • ° .. =ill - 5 Y. - n • 32 712653K otono setting Block 3/32"X 1;4"X1' Neoprene ! rr Y ' I I W-m t= , "'{*'r• .0,� I$ 1 I I F.Z V 8 4 32'� 71715K I i IG Setting Block I/8'x 31/.`i 1-1/14' Neoprene I r I ea; r� ) )` ' ,I' o E 1— . ... -338 �^- 6'?4014 11G Snap Setting Bloc:, Vinyl ( i ' '121 F f I r"". ,+' Z I P S 9 r I t" Z 35 72_4045 Sweep Latch Cast&lc i{ r,%� 0_ 9Fi 71290 !Sweep Rote Cover •_•........,. — - Vinyl--._. i i/ ,...✓ - �...�-!9j! r,3 J - u_ 2.7 117 2 }Hole Plug -`'_ _....V rvi /�jr 15 I�4' tt ;"'� I . ; ( n - p 2 38 1 IlcckRail(:aver,lLi':RH) —� Vinyl 1 I i ✓�,/r I '' '! H I [n . - I ; �30 724050 PUIl Rail r-n.J Cap - Vinyl. j 1 r i rr' f k rti J 11 n I A i 40 724048 Railer Housing&Sash Grade Vinyl i I ,, yi•. i O LU ; 41 724052 Roller Wheels Brass ' „,,-...,e-‘: l I ' :%'J. I Z . ✓' s g 4_ •Q '42 724054 Sash Top Rail Gasket.(LH&RH) _ �- __Polyethylene . ( v- ••- o •,--;;;1.'I .i' >(`• O o •- _ 43 724055 r Sash Sot Rail Gasket,(LH&RH)• . T Polyethylene I ' ` _ 4 /,,,.r a ' E, ,1 9 ? 44 724057 Frame Header Gasket,(LH&RH) Polyethylene (.!..!)-I / - 39 g [r 45 724058 Frame Sill Gasket,(LH&RH) Polyethylene ,,,` - 41jut, --I © i 46 724063 Meeting Rail Gasket Polyethylene 4 In 50 Weatherstrip,.187"x.170",Fin Seal©Sash I i+ 35 � E 1 51 Weatherstrip,.187"x.270",Fin Seal©MR /,/ . ° `xtx`t tNY ILyNr''2/, _ 52 67070 Bulb Vinyl / IA /) ,. ..y '; 60 710X38PPAX#10 X3/8"Ph.PH SMS(Windload Adapter) Stainless Steel .(' 0 i I 7p Vii INTERIOR : 4�� LtCENs� Q�� 61 781PQX #8 X1*Gd.PH SMS(Frame&Sash Assembly) Stainless Steel I .[r I '74 : No.587 63 - Aluminum Semen with Fiberglass Mesh Varies �' I _ OS ..,/". T.--- 63 70 - Kommeding Kodispace 4SG TPS I I `r �r� See Sheet CO 71 - Quanex Super Spacer nX- 18 for r �� TATE /, �'` 72 - Quanex Duraseal Spacer Materials , - INTERIOR '��s '•:c10RIDA••••G+��� 73 Cardinal 74 Edge Spacer 'C ''i%i ...• \,s\ 74 - Dow 791,899 or GE 7700 Backbedding Silicone NOTES: ixr' NAL t 11ss` 1)ALL CORNERS TO USE GASKET AND/OR SEALANT. A LYNN MILLER,P.E. �,,,i ______ ._ ._ _. _ _ _ ___ _ _ _ . .._ _ _.__ ._....._ __ __ �. __ 2).SOME PARTStOPTtONS NOT SHOWN ON DRAWING FOR CLARITY.