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HomeMy WebLinkAboutProduct Approval (2) Imp BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts i Publications Contact Us BCIS Site Map Links Search db' pr y1;�'�-, Product Approval �—;`)�!USER:Public User Product Approval Menu>Product or Application Search>A on is >Applicatio etail ,=+ FOP FL# FL239-R26 .'r Application Type Revision Code Version 2017 Application Status Approved l��/���`/Cr1 *Approv y DBPR.Approvals by BPR shallf0�c9,ui�vileV EDIratified e POC and/or the Commission f necessary. Comments JAN 16 2020 Archived ElST. Lucie County, Permitting Product Manufacturer Cig es Address/Phone/Email logy Drive ,FL 3 - 1 31 ndust, s.co LE C Py Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Lynn Miller,P.E. Address/Phone/Email 1070 Technology Dr N Venice,FL 34275 (941)486-0100 Ext 21142 Imiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category CCertification Subcategory Compliance Method Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/25/2018 Date Validated 10/15/2018 Date Pending FBC Approval Date Approved 10/25/2018 Summary of Products FL# Model,Number or Name Description 239.1 SH-200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063002.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2021 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063002.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063007.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063007.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063008.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063008.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063003.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063003.1)df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063004.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063004.1)df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063006.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/30/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063006.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.7 SH-5500(Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063005.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063005.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 SH-7600A(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 18-0430.07.Ddf 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 Miami-Dade County Notice of Acceptance FL239 R26 II 18-0430.07.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacinq information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-7700A(Large Missile Impa t) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use i�ut Z:Yes F7mM - 6. df Approved for use ide Quality Contrac c ' ation Date Impact Resistant:Yes 08/23/ Design Pressure: N/A Installctions Other:Please see Miami-Dade County Notice of Ac ptance FL239430.06.Ddf (NOA)for product performance information,anchora VerifieDade BCCO- ER details,and anchor type,size,and spacing information. Createde d Party: s Created by Independent Third Party: 0 � , Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: IMM =1�-1 eCh01 M Credit Card Safe MIAMI•DADE MIAMI-DADE 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.eovleeonomy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations goveming 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,o en t e use o su t or material within their jurisdiction. RER reserves the right to revoke dy' , ined by —Dade County Product Control Section that this prod r material fails to meet the requirements o llea ilding code. This product is app ved as described herein, and has been designed to comp h Florida Building Code,including the igh Velocity Hurricane Zone.- DESCRIPTION:Se 'es"SH7700A"Aluminum Single Hung Window—L.M.I. APPROVAL DOC yawing No. 7700NOA-1, titled "Aluminum Single Hung all (LM)", sheets 1 through 11 of 11,date n si ed and Anthony Lynn Miller, P.E., bearing iami-Dade County Product Control Appt with the Notice of Acceptance number d approval date by the Miami-Dade County Product Contro ectt n. MISSILE IMPAC RATING:Large and Small Missile Impact Resistant LABELING: Each un' shall bear a permanent label with the manufacturer's name or logo, city, state, model/series,and following—Lent. "Miami-Dade County Product Control Ap r ,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at Official. This NOA consists of this page 1 and evidence pages E-1 -2,as well as approval document ed above. The submitted documentation was reviewed by Manu Perez,P.E. MIAM4DADE COUNTY NOA No.18-0430.06 • Expiration Date: August 23,2023 Approval Date: August 23,2018 1 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, 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 single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-18-7835.1,dated 04/03/18,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 window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-18-7835.2,dated 05/04/18,signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 61h Edition(2017),dated 04/23/18,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel r_e Product Contro Exa finer NOA No. 30.06 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® 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 their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6'h Edition (2017), dated April 24, 2018, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated April 24,2018,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No.18-0005R issued by the Product Control Section,dated 01/16/18,signed by Manuel Perez,RE G. OTHERS 1. None. Manuel Per , .E. Product Control E a ner NOA No.18- 30.06 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-2 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW �77-13116"MAX.O.C� DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF AX VARIES PER GLASS TYPE, LARGE 8 SMALL MISSILE THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). SEE SHEETS 2-5 IMPACT RESISTANT2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FORet7!55 INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP) MUST BE TEMPERED,USE ONLY GLASS TYPES 3,7,12,13 OR 15. 17-314'MAX. 17.314+ 52.1/8"MAX.BUCK WIDTH 3)FOR,MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MLAMI•DADE COUNTY 17-114"BUCK 9-172"MAX. APPROVED MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE MAX. 4-11/16"MAX. (9"MAX.BUCK) 5"MAX.O.C. 1 tnwed m coa:1 In wILh t1n B,SEE O.C. D.SEE _ I I Pi P Y E SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI s-- - FIorL B pdhl Ca SHEETS 689 SHEET IO -). 8=t�� PER ANCHOR TYPE. Date A.SEE C.SEE j�' iUAN 4)ALL WOOD BUCKS LESS THAN 1.1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. SHEETS 6 89 SHEET 10 i Mlaa1 Dmle Purdue Canf I 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD I I f BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED) EQUALLY / SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. SPACED i I ` ! WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR) ANCHORS PER OR ARCHITECT OF RECORD,(AOR). TABLES681 17-3/16"MAX.O.C. Q i 84" O 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MAX. 03 STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN,EMBEDMENT. 1 ' 12-1116"MAX.O.C. TIP BMAX. o INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING 8 FLASHING STRATEGY TO UCK FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND I TIP X' 4 HEIGHT THE SCOPE OF THESE INSTRUCTIONS. EQUALLY SPACED X I -� HEIGHT ANCHORS PER 13-5116"MAX.O.C. 6)114"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS TABLES 687 I I y I op Y NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. -J_ 5"MAX. 9-1rz•MAx. -� O.C. c ? w 7)DESIGN PRESSURES: (9"MAX.BUCK) r ❑ o o U)A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM E1300. t A " >n 'o ct=rl O ¢ B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL 8 CYCLE r O N a w O NO ANCHORS AT SILL Dom_- O tYj F Z Z TESTING AND GLASS PER ASTM E130D. B �� J J O a Z C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 53-IIB"MAX.TIP TO TIP WIDTH1"wEEP NOTCH 4-11116"MAX. I-WEEP NOTCH Z LL. - m i w o AT EACH END AT EACH END c O 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNEDTO RESISTTHE WINDLOADS ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN FRAME SHOWN WITH U V ®� z2- CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-1/3%STRESS INCREASE W Z V =;2 J HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR SHOWN WITH EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION w c, ¢ :•:+0 WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO Oh v a O CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE TABLE 7:ALLOWABLE GLASS TYPES Z Z H FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. GIIIIIII, OP USER INSTRUCTIONS: 9)METAL SUBSTRATE TO MEET MIN,STRENGTH AND THICKNESS REQUIREMENTS PER Description(Listed from Exterior to Interior) Table# 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN Z J LL O -- - � ----- PRESSURE REQUIREMENT FROM ASCE 7: CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING 1 118" N,.090"PVB,1/8"AN 2 - LU W JURISDICTION. 16"LIG:1/8"AN.CAP.AIRSPACE,118"AN,.090"PVB,118"AN 2 2)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW ® rn J 10)REFERENCES:TEST REPORTS FTL 18.7835.1 8 18-7835.2;ELCO ULTRACON NOA;ELCO 3 13116"LIG:1/8"TP CAP,AIRSPACE,1/8"AN;.090"PVB,1/8"AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGNa U' UJ w.�S i ~ CRETEFLEX NOS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 4 1!8"HS,.09D"PVB,118'HS 4 PRESSURE FROM TABLES 2-5.IT MUST EQUAL OR EXCEED THE Z O 5 3/16"AN,.090"PVBr ANSIIAFBPA NDS 8 ALUMINUM DESIGN MANUAL DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING rn Z ,3/16"AN 4 ¢ OBTAINED IN 1. 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 6 13116"LIG:3116"AN CAP,AIRSPACE,118"AN,.090"PVB,118"AN 4 O z ¢ O 7 13/16"LIG:3116"TP CAP,AIRSPACE,1/8"AN,.090"PVB,110"AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6&7. z W r- 8 8 3/16"AN,.090"SG,3/16"AN 5 j Z 2 FIGUR ALLOWABLE SA CONFIGURATIONS AND SHAPES 4)INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 8 J W U) 9 3/16"HS,.090"SG,3/16"HS 5 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN Q C7 WIDTH WIDTH WIDTH 10 13116"LIG:1/8"AN CAP,AIRSPACE,118"HS,.090"SG,1/8"HS 5 INSTALLATION. I I 11 13116"LIG:1/8"AN CAP,AIRSPACE,3/16"AN,.090"SG,3116"AN 5 -JJ 5 12 13116"LIG:118"TP CAP,AIRSPACE,118"HS,.090"SG,1/8"HS 5 PROCESS FOR ALL FRAME TYPES(FLANGE,INTEGRAL FIN OR E 01% L 111 LYN1I1 r'7,, 13 73116"LIG:118"TP CAP,AIRSPACE,3/16"AN,.090"SG,3116"AN 5 EQUAL LEGIBOX). \ �O10EN Nti1/� x x O 14 13116"LIG:3/76"AN CAP,AIRSPACE, 1/8"HS,.090"SG,118'HS 5 V SF . � .• _ _ = x 1513!16"LIG:3116"TP CAP,AIRSPACE, 1l8"HS,.090"SG,118"HS 5 Q: _*; No.58705 •, SG=KURARAY SENTRYGLAS®INTERLAYER BY GENERAL NOTES.................................................1 - - CODESlSTANDARDS USED: KURARAY AMERICA,INC. ELEVATIONS.........................................................1 RECTANGULAR RADIUS-TOP RECTANGULAR PVB=KURARAY TROSIFOL®PVB INTERLAYER BY DESIGN PRESSURES/GLAZING DETAILS........2.4 �A �<[/` WRH EQUAL WITH PROVIEW WITH CUSTOM •2077 FLORIDA BUILDING CODE FBC,6TH EDITION �O�'.• ST TE OF ( ) KURARAY AMERICA,INC. ANCHOR QUANTITIES.........................................5-6 LITE SAS SASH SASH -ASTM E1300-09 AN=ANNEALED INSTALLATION,FLANGE......................................7 �,(� ''•F�ORIDP. \?� -ANSIIAFBPA NDS-2015 FOR WOOD CONSTRUCTIONHS=HEAT-STRENGTHENED INSTALLATION,EQUAL LEG .............................B ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED.SHAPES -ALUMINUM DESIGN MANUAL,ADM-2015 TP=TEMPERED INSTALLATION,INTEGRAL FININ10NAL ............................9 X1"1111 � MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING -AISI S100.12 EXTRUSION PROFILES.......................................10 1111 . . DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE -AISC 360.10 ASSEMBLY 8 PARTS LIST... ............................11 A.LYNN MILLER,P.E. TABLES ON THE FOLLOWING SHEETS. P.E.#58705 �o TABLE 2: Bottom Sash Soso Height De Pressure(Ibs1W=)for Glass Types 1&2 Den an Range(in) T. o Ti13 Width hr Gin Range 18' 25' 33' 1 137' 41' 46' 49' 53-178" 24' Equal4ite 12464 +65.0 -80.0 0.0 .0 +65.0 -80.0 •65.0 430.0 +65.0 -60.0 *65,0 80.0 Equal-Iile 15.964 +85.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 430.0 +65.0 -800 +65.0 430.0 +65.0 -80,0 +65.0 -80Z 5116"NOW 31' Stallard t2994-15.963 +65.0 -80.0 +650 -80.0 +65.0 430.0 +65.0 430.0 +650 -80.0. •65.0 8D.0 +65.0 -60.0 +65.0 -80.0 ��- GLASS STACK hortesV 12464-12.993 +65.0 -60.0 +65.0 -80.0 +65.0 80.0 4 •80.0 +65.0 •80.0 +65.0 -80.0 +65.0 430.0 1/8"AN GLASS .-;rpcnvul sa coat{d?t+411e'I:9 t6a Equal-lite 19.652 +65.0 •60.0 +65.0 -80.0 +65.0 -60.0 +65.0 4300 +65.0 80.0 +65.0 •60.0 +65.0 •80.0 +65.0 80.0 .090"PVB F4abte}f�)deOn;,Co S P 15.944-19.651 +65.0 -80.0 +65.0 -80.0 •85.0 430.0 .0 80.0 +85.0 -BOA +65.0 •80.0 +65.0 80.0 118"AN GLASS Ur71a_-J 38-3/8' om Size 15.131 75.943 +65.0 -80.0 +65.0 -80.0 +650 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 A0.0 +65.0 A0.0 +65.0 430.0 30 .'U.All sten Size 14.131-15.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.0 V'am1 U*se Paxlutt ontrol Shortest 12464-14.130 +65.0 -80.0 +65.0 480.0 +65.0 480.0 +65.0 80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +85.0)-80.0 28 - EgralBle 22964 +65.0 -MO +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 80.0 +65.0 480.0 +65.0 430.0 +65.0 80.0 112"NOM. Custom Size 20.131.22963 +65.0 -80.0 +65.0 .60.0 +65.0 -8D.0 •65.0 80 0 +6&0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 EXTERIOR GLASS BITE f Stardom Pro4m 111594.20,130 +65.0 -80.0 +65.0 -60,0 +65.0 -80.0 +65.0 80.0 +85.0 80,0 +65.0 480.0 +65.D 80.0 +65.0 80.0 } 45' Custom Size 16.131-1&593 +65.0 80.0 +660 M. +65.0 80,0 +65.0 -80.0 +65.0 -800 +65.0 80.0 +6501 80.0 +65.0 80.0 75 _ Custom Size 15.731-16.130 •65.0 800 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65,D 80.0 +6&0 -80,0 _ 34 Custom Size 14.131-15.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +650 50 80.0 •65.0 80.0 +65.0 80.0 +65.0 80.0 e 12.464-14.130 +65.0 80.0 +65.0 -80.0 +650 80. +65.0 +65.0 .0 +65.0 80.0 +65.0 80.0 +65.0 80,0 GLASS TYPE 1 Equal-lila 24,964 +65.0 80.D +65.0 •80.0 •65.0 .0 +65.0 gel 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 tom a 22.137.24.963 +65.0 -80.0 +65:0 -W.0 +66.0 80, +65.0 80.0 +65.0 80.0 +650 80.0 +65,0 80.0 IaMam Prouew 2D.194.22130 +6&0 80.0 +65.0 .80.0 +66.0 80.0 +65.0 80.0 -+65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 m 49' Custom Size 18.131-20.193 +65.0 80.0 +65.0 80.0 •65.01-80.0 1+65.0 800 +65.0 80.0 +65.0 80.0- +650 80.0 +65.0 80.0 W z Custom Size 16.137-18.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65,0 80.0 +65.0 -80.0 +65.0 80.0 w o 0 ^+N Custom Size O 14.131.16.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 1+65.0 80,0 +65.0 80.0 +65.0 80,0 +65.0 -77.6 0 Shortest 12464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -800 +65.0 80.0 +65.0 80.0 +65.0 80,0 1+65.0 80.0 +65.0 -75.1 Imo_ 13/16"NOM. U' N Qw "eo0 Of Q Equal-lite 25.777 +65.0 80.0 +650 80.0 +65.0 80.0 +65,0 80.0 +65.0 80,G +65.0 -80.0 +65,0 -80.0 +65.0 80.0 I GLASS STACK Q A 0'.' U3 Z Custom Size 24.131-25.T76 +65,0 80.0 +65.0 80.0 +650 800 +65.0 •800 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 •65.0 80.0 k JO�.O Z p o Standard Pro4m 20.644-24.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 800 +65.0 -BOO +65.0 80,0 +65.0 80.0 AIRSPAZ tL c r Custom Size 20.131-20.843 +65.0 800 +65.0 80.0 +65.0 80.0 +65.0 800 +6&0 80.0 ♦65.0 80.0 +65.0 80.0 +65.0 80.0 =W 1/8"AN GLASS Custom Size 18.131-20.130 +65.0 80.0 +650 800 +65.0 80.0 +65.0 80.0 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 ASSCustom Size 16.131•18.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -77.6 31 FW"Z RQCustom Size 14.131-16,130 +650 80.0 +65.0 410 0 +65.0 0 +65.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 1-75.1 "l, >S 72464.14.130 +65.0 430.0 65.0 80. +5.0 .80.0 +65.0 -80,0 +s5.0 -60.0 +650 •739 5@OR 5B oZ � $ Z EqualBte 31.964 +65.0 8 +65.0 80, +65.0 +65.0 -no 5.0 80.0 +65.0 -80.0 +65.0 .80.0 +65.0 80.0 IXTERIORCuIze 28131-31.963 +65.0 80. +650 .0 +W.D +65.0 80.0 +65.0 -60.0 +65.0 •80.0 +85.0 •77.6 Z Slandam Prodew 25.794-28.130 +65.0 800 +65.0 80.0 +es.0 80.0 ,0 80.0 +65.0 80.0 +65.D 8D.0 +65.0 •80.0 +65.0 -73.9Custom Size 24.131-25.793 +65.0 80.0 +65.0 800 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 82.7 = N63" Custom Size 22.131-24:130 +55.0 -BO.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 *65,0 80.0 +65.0 •788 +65.0 -70.5 ® W Custom Size 20.131•72.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +650 80.0 +65.0 80.0 +65.0 •77.1 +65.0 88.4 5@OR 5B Ur Custom Size 18.131-20,130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -60.0 +65.0 80.0 +85,0 80.0 +65.0 •75.4 +65.0 86.5 Z Ir>ug Custom Size 16.131-18.130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 •771 +65.0 •73.8 +64.7 84.7 GLASS TYPE 2 < 2 Shortest 13.194'•16.130 +85.0 -80.0 +65.0 •80.0 +65,0 80.0 +65.0 -80.0 +65.0 -75;9 +65,0' •71,8 +65.0 88.2 +62.3 82.3 p 7 J 0 Equal-lite 38,464 +65.0 80.0 +fi&0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 *65.0 80.0 +65.0 80.0 +65.0 -73.9 r= Z m t` Custom Size 36.131-3&463 +65.0 •80.0 +65.0 80.0 +65.0 80.0 +85.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -79.8 +65.0 -71.6 Custom Size 34.131-36.130 +65.0 -80.0 +65.0- -8D.0 +65.0 -80.0 +65,0 •80.0 +65.0 80.0 +65.0 80.0 +65.0 -77.9 +65.0 89.4 ¢ a0 w 76' Slarufam Prrnaew 30.994-34.130 +fi5.0 -80.0 +65.0 -BD.O +65.0 80.0 +65.0 •80.0 +65.0 80.0 +65.0 80.0 +65.0 •75.4 +65.0 86.5 Custom Sizo 30,131-30.993 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 89A +65.0 •78.9 +650 -74.6 +65.0 85.6 dol CustomSiza 2&131.30.130 +65.0 80.0 +65,0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -79.1 +65.0 -75.3 +65.0 •71.9 +63.8 83.8 `\7\\ $honest 26.194'-28.130 +65.0 -80.0 +65.0 -8D.0 +65.0 80.0 +6510 80.0 +65.0 • . •65.0 •71.8 *65,0 88.2 +62.3 82.3 \`� GNYLYNNM//�', Equal-lite 42.464 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 *65.0 80.0 +G5.0 -77.9 +65.0 89.4 ` �'��.•'�,\CENSE •'`�� B4" Custom S¢e 38.131-42463 +65,0 80.0 +65.6 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -7&9 +65.0 -74.6 +65.0 85.6 Standard Promm 34.194•-38.130 +6510 -80.0 +65.0 80.0 +650 -80.0 +85.0 •80.0 +65.0 -75.9 +65.0 -71.8 +65.0 -68 +62.3 82.3 N0.58705 +MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO T1P HEIGHT-49.806 'O , MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 ��Q'• �EF L(1� 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLETO DETERMINE THE WINDOW SIZE 77// NAL 7�\\�\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN=ANNEALED 3)FOR.RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED A.LYNN MILLER,P.E. 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF-65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. H5=HEAT STRENGTHENED p,E.9 58705 TABLE 3: Bottom Sash Sash Height Design Pressure(lbsffe)for Glass Type 3 Description Range(in) Tp to lip Width ' for Gi4en Range 16' 25' 33" 3T' 41' 45' 49' 53178' 13116" 24' Equal4ite 12464 +65,0 -80.0 +65.0 -80.0 +65.0 60.0 +65.0 60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 _�I GLASS NOM. Equal-lite 15984 +65.D -80.0 +65.0 -80.0 +650 -80.0 +65.0 60.0 +65.0 60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS STACK 31" Standard Praiew 12.994-15.963 +65.0 •80.0 +65.0 -80.0 +65.0 •80.0 +850 -80.0 +65.0 90.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 .090"PVB AIRSPACE Shortest 12.464-12993 +65.0 -800 +65.0 900 +65.0 60,0 +65.0 -800 .+65.0 -80.0 +65.0 60.0 +65.0 -80.0 +65.0 -80.0 1/8'TP GLASS �ppmved us ca.1,1 M9-Itb4t- Equal.lite 19.652 +65.0 -80.0 +65.0 -60.0 +55.0 -80.0 +65.0 90.0 +65.0 •80.0, +65.0 -80.0 +65.0 -60.0 +65.0 -800 118"AN GLASS Flurid lhddlags.�Q Standad Pro4iew 15.944.19.651 •65.0 -800 +65.0 -80.0 +65.0 -80.0 +65.0 90.0 +65.0 90.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 31 75 0111- 38-319" 111 P 3&3/8' Custom Size 15.131-15.943 +65.0 -80.0 +65.0 -80.0 +65.0 6D.0 +65.0 60.0 +65.0 90.0 +65.0 -80.0 +65.0 -80.1) -65.0 600 .VUAtl Custom Siza 14.131-15.130 +65.0 -80.0 1+65.0 -80.0 +65.0 •80.0 +65.0 90.0 +65.0 1 90.0 +65.0 .80.0 1+65.0 1-80.0 -65.0 -80.0 q)am41 Dude 1'mduct trot Shgrteat 12464-14,130 +65.0 -80.0 +65,0 -80.1) +65.0 90.0 +65.0 -80.0 +65.0 90.0 +65.0 -eao � +65.0 •80.0 +e5.0 -80.0 R 5B 12"NOM. Q Equal-lite 22.954 +65.0 1-80.0 +65.0 •60.0 +650 -60.0 1+65.0 -80.0 +65.0 90.0 +65.0 -80.0 +65.0 60.0 +65.0 -80.0 EXTEnnnR���IOR GLASS BITE Custom Size 20.131.22963 +65.0 •800 +65.0 -80.0 +650 90.0 1+65.0 -80.0 +65.0 90.0_ ♦65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ' Standard'Promew 18.594-20.130 +65.0 -80,0 +65.0 •80.0 +65.0 -80.0 1+65.0 -80.0 +65.0 90.0 +65.0 -80.0 +65.0 90.0 +65.0 .80.0 45" Custom Size 16.131•18 593 -65.0 -80.0 +65.0 •80.D +650 90.0 -65.0 -80.0 +650 .80.0 +65.0 -80.0 +65.0 -80.1) +65.0 -80.0 70.73 _ Custom Size 15.131-16.130 +65.0 60.0 +65.0 90.0 -65.0 90.0 1+65,0 90.0 +65.0 90.0 +65,0 -80.0 +65,0 60.0 +65.0 60.0 35 0R 5B _ Custom Size 14.131.15 130 +65,0 -80.0 +65.0 60.0 +65.0 60.0 +65.0 -80.0 +65.0 -80.0 +65.0 90.0 +65.0 90.0 +65.0 -B0.0 GLASS TYPE 3 & Shortest 12.464-14.130 +65.0 -80.0 +65.0 60.D +65.0 90.0 1+65.0 60.0 1+65.0 60.0 1+65.0 -80.0 +65.0 -80,D -65.0 -80.0 Equal4ite 24.964 -65.0 .80.0 1-65.0 60.0 -65.0 60.0 1+65.0 60.0 1+6.5.0 60.0 1+65.0 60.0 +65.0 •80.0 +65.0 60.0 Custom Size 22.131-24.963 +65.0 -80.0 +65,0 -80.0 +65.0 f.-80.0 +65.0 -80.0 -65.0 6650 0.0 + . 60.0 +65.0 60.0 +65.0 60.0 Standard Proem 20.194•22130 +65,0 60.0 +65.0 60.0 +65.0 60.0 +65.0 90.0 +65.0 60.0 +65.0 60,0 +65.0 -80.0 *85.0 60.0 W z N 49- Custom Size 18.131-20.193 +65.0 -80.0 +65.0 60.0 +65.0 60.0 +65.0 90.0 1+65.0 60.0 +65.0 60.0 +65.0 60.0 +65,0 -80.0 9 Custom Size 16.131-18.130 +65,0 60.0 +65.0 -80.0 +65.0 -80.0 +65.0 60.0 1+850 90.0 +65.0 -80.D +65.0 -80.0 -65.0 -80.0w O 0 no'r 0-' Custom Size 14.131-16.130 +65,0 -80.0 +65.0 60.0 +65.0 -80.0 +65.0 60.0 1+650 60.0 +65.0 .80.0 +65.0 90.0 +65.0 -90.0 O N w O e- Slartest 12.464-14.130 +65.0 .80.0 +65.0 60.0 +65.0 -80.0 +65.0 60.0 -65.0 60.0 +65.0 90.0 +65.0 6D.0 +65.0 -60.0 �Nt z W a1°0 Q' Equal4ite 25.777 +65.0 90.0 +65.0 -80.0 -65.0 60.0 -650 600 +65-D 60.0 +65.0 60.0 +65.0 60.0 +65.0 60.0 O A �w Z Custom Sizc 24.131.25.776 +65.0 -80.0 -65.0 90.0 -650,60.0 +65.0 90.0 1-65.0 60.0 -65.0 -800 +65.0 -80.0 +65.0 -80.0 U J O r1'w W O o Standard PrWm 20.844-24.130 +65:0 -80.0 +65.0 60.0 +65.0 60.0 +65.0 60.0 +65 0 90:0 +fi5.0 60.0 +65.0 -80.0 +65.0 -80.0 U- O Z 8, Custom Size 20.131-20.843 +65.0 -80.0 +65.0 60.0 +65.0 60.0 -+65 0 90.0 +65.0 60.0 +65.0 60.0 -65.0 60:0 +65.0 60.0 =W .P Custom Size 18,131-20.130 +65.0 -80.0 -65.0 1-80-0 +65.0 -80.0 -65.0 90.0 +65D 60.0 +65.0 1-80.0 +65.0 60.0 1+65.0 -80.0 W U 05 9 j J Custom Size 16.131-18.130 -65.0 60.0 -65.0 60.0 +65.0 60,0 +65.0 60.0 +65.0 60.0 +65.0 60.0 +65.0 60.0 +55.0 60.0 11 W u� Q 0.410 Custom Size 14.131•16.130 +65.0 .800 +65.0 -80.0 +65.0 -80.0 +65.0 60.0 +65.0 60.0 +65.0 60,0 +85.0 90.0 +65.0 60.0 7 U) Shortest 12.464-14.130 +65.0 60.0 +65.0 60.0 -65.0 90.0 +65.0 -80.0 +65.0 60.0 +65,0 60.0 +65.0 60.0 -85.0 -80.0 Z Z Equal4ita 31.964 +65D -80.0 +65.0 .80.0 +65.0 •80.0 +650 -80.0 +65.0 60.0 +65.0 •80.0 -65.0 -80.0 +65.0 -80.0 Custom Size 28.131.31.963 +65.0 -80.0 +65.0 60.0 +65.0 60,0 1+65.0 •80.0 -65.0 90.0 +65.0 •80.1) +65.0 90.0 +65,0 -80.0 Z 11 Standard PrWew 25.794-2&130 +65.0 60.0 +65.0 90.0 +65.0 -80.0 1+65.0 60.0 1+65.0 60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 0 Custom Size 24.131-25.793 -65.0 60,0 +65.0 -80.0 +65.0 1 60.0 -65.D. 60.0 1+65.0 -80.0 +650 6D.0 +65,0 -8MD +65.0 90.0 `a M W 63' Custom Size 22.131-24.130 +65.0 1-80.0 +65.0 90.0 +65.0 -80-0 +65.0;90.0 1+65..0 60.0 +65.0 60.0 +65.0 60.0 +65.0 90.0 ® J Custom Size 20.131-22130 +65.0 1 60.0 1-65.0 -80.0 +65.0 -80.0 -65.0 60.0 +65.0 60.0 +65.0 -80.0 +65.0 60.0 +65.0 -780 C7 - Custom Size 18.131-20.130 +65.0 1 60.0 1+65.0 60.0 +650 60.0 +657r,60.0 +65.0 -80.0 +65.0 -80.0 +65.0 60.0 +65.0 -75.8 Custom Size 18.131-18.130 -65.0 ,80.0 1+65.0 -80.0 +65.0 60.0 +65.0 60.0 +65.0 90.0 +65,0 -90.0 +&5.D 90,D -65.0 .73.8 < to + Q Shortest 13.194'-16.130 +65.0 60.0 -65.0 -80.0 +65.0 60.0 +65.0 60.0 +65.0 •800 +65.0 .80.0 +65,0 -77.7 +65.0 -71.0 C) 7 J 00 E"14ite 38.484 +65.0 -80.0 +65.0 60.0 +65.0 60.0 -65.0 -80.0 +65.0 60.0 -65.0 60.0 .65.0 -80.0 +65.0 -80.0 Custom Sdo 36.131•38.463 +65.0 -80.0 +65.0 60.0 +65.0 60.0 +65.0 6D.0 +65.0 90.0 +65.0 60.0 +650 .80.0 +65.0 -80.0 ¢ n Custom Size 34.131-36.130 +65.0 60.0 +65.0 60.0 +65.0 60.0 +65.0 600 +65.0 -800 +65.0 60.0 +65.0 -80.0 +65.0 -79.1 � J a � 76" Standard Proiew 30.994-34.130 +65.0 -B0.0 +65.0 60.0 +65.0 60.0 +65.0 60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 *65,0 -75.8 C O Custom Size 30.131-30.993 -65.0 60.0 +65.0 60.0 -65.0 90.0 .65.0 60.0 +65.0 60.0 +65.0 60.0 +65,0 90.0 +65.0 -74.8 x110 nsa0 sa Custom Size 28.131-30.130 +65 0 60.0 +65.0 60.0 +65.0 60.0 +65.0 60.0 +65.0 60.0 +65.0 60.0 +65.0 90.0 +65.0 .727 17j7 Shortest 26.194'-2&130 +65.0 .80.0 +65.0 .80.0 +65.0 60.0 +65.0 780.0 +65.0 60.0 -65.0 60,0 +65.0 -77.7 -65.0 -71,0 \�� OtJY LYNAI" " Equal-lite 42464 *65.0 60.0 +65.0 -80.0 +65.0 60.0 -65.0 60.0 +65.0 -80.0 +65.0 60.0 +65.0 90.0 +65.0 -79.1 `��.•'` .e•.�(��G B4' Custom Size 38.131-42.463 +65.0 -80.0 +65.0 •80.0 +65.0 60.0 *65.0 -60.0 +85.0 60.0 +65.0 60.0 +65.0 -80.0 +65.0 •74.8 '� 1GEN,p Standard Praiew 34.194'-38.130 +65 0 60.0 -65.0 -80.0 +65.0 60.0 +85.0 60.0 +65.0 -80.0 +65.0 90.0 +65.0 -77.7 +65.0 -71.0 NO.58705 •MINI MUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIPTOTIP HEIGHT-49.391 `* MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 -O j�TEOIFMINIMUMSASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS.IS:TIPTO TIP HEIGHT-49.806MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 Q ; S G. 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZEAN=ANNEALED ;0NAL 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. TP-TEMPERED 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. HS=HEAT STRENGTHENED A.LYNN MILLER.P.F_ 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMBED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF*85 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED, P.E.0 58705 TABLE 4: _ TABLE 5: 2 5116"NOM. ,Dell n Pressure for Glass T pes 8-16 Design Pressure)lbs/R)for Glass Types 4-7 �I F� 3116'AN GLASS ane"HS GLASS Tp To T I GLASS STACK Bottom Sash Tip To Tip .090-SG *R-RE 090"SG Bottom Sash P 56811 Heigh Sash Height 118'MS GLASS Descdpum Wdth 10 3n6�A�1 GLASS LASS DescnDtion Wdih .090"PVB Rhe(in) 11 for Given Range(int for Given Range 53-118' Range 53-1/EP' 30 LA -7LASS GLASS 26 24" Equal-lite 12464 +65.0 •80.0 24' Equal4de 12.464 +800 -170.0 G112-R BITETEEqual4ita 75.984 •65.0 d0.0 28Equal-lite 15,964 +80.0 1-110,0 EXTERIOR EXTE12"NOM. 31• Standard Prmlew 12.994-15.963 +80.0 -110.031' Stndard Pm- 12994-15.DW +65.0 -80.0 GLASS BITEStwest 12484-12993 +05.0 •80.0 Shontesl 12.464.12.993 +80.0 •110.0 a 74EgLoAile 19,652 +65.0 -80.0Egw1411e 10.652 +60.0 -110.0 34 4,pprvld dl.3C71. w1tG lL>7< StandardProdew 15.944.19,651 +80.0 -110.0 GLASS TYPE 8 oat B)d+lln8 C. a Standard Praiew 16.944.19.851 +85.0 -80.0 Oa1e 383'11' Custom Size 15.t31-15.943 +05.0 -80.0 GLASS TYPE 4 34 383!8" Custom Slze 15.131-15,&13 180.0 -110.0 a{OAL7 Custom Size 74.771-15.130 +800 -110.0 13115"NOM. I - 13116'NOM. 4110Carte Prudmrf Control Custom Size 14 131-15.130 +65.0 -80.0 �- Strogest 12484-14.130 +x5.01-80.0 Shortest 12.464-14.730 +80.0 -11 D.0 GLASS STACK -_I GLASS STACK 7118"NOM. EquaHde 22.984 +80.0 -110.0 .090"SG .090'SG Equal-lite 22.964 +65.0 -80.0 -"i GLASS STACK' AIRSPACE AIRSPACE Custom Sae 20.131-22-963 +65.0 -80.0 Custom Size 20.137-22.063 +80.0 -710.0 118"AN GLA' 1!8'HS GLASS 18"AN GLASS 3178"AN GLASS Standard Prousw 18,594.20.130 +65.0 -80.0 .090'PVB 3118'AN GLASS Stardald Prolew 78.594•20.13D +60.0 -110.0 31 74 31 7q 45" Cullom Size 18 131-18-593 •&5.0 -80.0 30 3lj GLASS 45" Custom Size 16.131-18593 +80.0 •110.0 Custom Size 15.131-16.130 +65.0 -80,0 27 Custom Size 15.131-16.130 +SD.O •110.0 �a6 0R 5 12'NOM. �R 5 12"NOM. N Custom Size 14 131-15.130 +85.0 -60.0 1!2"NOM. Custom Size 14,131-15.130 +eD.o -110.0 EXTERIO GLASS BITE E%TERIOft GLASS BITE Shortest 124&1-14.130 +65.0 -80.0 ExTEapR GLASS BRE _ Stronesl 12.484-14.130 +80.0 -110.0 (� a Equal-lite 24.964 +65.0 -80.0 a Equalalle 24.964 +80.0 -110.0 7073 70.73 Caston Sae 22.131-24.963 +65.0 -800 70. Cublan Slze 22137-24.963 +80.0 •110.0 ®o0. 5 ®oft Standard Protiew 20.194-22.130 +80.0 -110.0 GLASS TYPE 10 GLASS TYPE 11 Standard Pro4ew 20.194.22.130 +65.0 -80.0 34 OO Y GLASS TYPE5 49" Custom SlZe 1&131-20.193 +80.0 -110,0 49" Cullom Sae 78.131-20.193 +65.0 30.0 W K U) Custom Sae 16.131-18,130 +650 -80.0 Callon Size 16.131-18:130 +80,0 -110.0 16 ,ay Custom Size 14.131-16.130 +80.0 -110.0 GLASS NOM. GLASS NOM. of O Casten Sae 10.137-18.130 +65.0 -80.0 ,.1 1ffi16"NOM. GLASS STACK GLASS STACK W N C O� Shortest 72.084.14.130 *85.0 410.0 I GLASS STACK Shatebl 12.464-14.13D +80.0 -110.0 .099*SG .090"SG ro &uuu I Equal-lite 25.777 +55.0 30.0 .0911 PVB 1X8"TP GLASS AIRSPACE IIB"TP GLASS Q N .0. a�c0 EquaHita 25.777 +80.0 -110.0 x 118'HS GLASS 3118"AN GLASS `z' x AIRSPACE Custom Size 24.131-25,776 +800 -110.0 0th U) Z Cuslam Size 24.131-25.776 +65.0 l-80,0 o Standard Pro%rm 20.844-24.130 +65.0;-80.0 7116'AN GLA 1X8'AN GLASS ILI' Standard Protiew 20.844.24.130 +80.0 -110.0 31 7q 31 7a Q J Q a m W O Caston Sae 20.731•20.843 +6501-80,0 31 74 r Custom Size 20.131•20.843 +80.0 -110.0 GOR SB ®OR 5 Z lL _� m --a n 50-51T 12'NOM, 12"NOh7. = o cD r- }50.58- Casten Size 18.737-20.130 +60.0 -110.0 W ¢ 4tX Custom Sae 18.131.20130 165.0 -80.0 ®� 5 EXTERIOR GLASS SITE MIERIOR GLASS BITE L)Q d ®� Custom Sae 1&131-18.130 7650 -80.0 12'.NOM. Custom Size 78.131.1&130 +80.0 -110.0 W Z �¢ J ExTERIOR GLASS BRE Custom Size 10.131-16.130 +80.0 -710.0 `r ~ c� r•r 9:1P Custom Sae 14.131-76.130 +65.0 -80.0 W �_ rc Shortest 12.484-14.130 +65.0 -80.0 � Shortest 12.464-14.130 +80.0 -170.0 ®OR 5 70-73 &R 5 70.73 1-� 'T a Equal4Xe 31.964 +65.0 -60.0 70,73 Equelalte 31,954 +80.0 -110.0 GLASS TYPE 12 GLASS TYPE 13 .-Z Z r Custom Size 29,131-31.9M +65.0 -80.0 5®OR 5 Cullom Size 28.137•31.963 +60.0 U, GLASS TYPE 6 Standard Pro-Aew 25.794-28.130 +60,0 -110.0 Z lL Stallard Praaew 25.794-28.130 +65.0 80.0 Custom Size 24.131-25.793 +65.0 -80.0 Custom Size 24.131-25.793 +80.0 -110.0 13116'NOM. 1� 13!16'NOM. Q 63' Custom Sae 22.137-24.130 +65 0 A0.0 F� 13/16'NOM. S3" Euston Size 22.131-24.130 +80.0 -1100 GLASS STACK �I I GLASS STACK 2 V r W Cullom Size 20,131-22.130 +65.0 -80.0 GLASS STACK Cullom Size 20.131-22.130 +60.0 •770.0 .090"SG .090'SG AIRSPACE AIRSPACE J Custom Sae 18.131-20,130 +65.0 -80.0 AIRSPACE .090-PVB Custom Size 18.131•20.130 +80.0 -110.0 3116'AN GLASS /8"HS GLASS 3/18"TP GLASS 118"HS GLASS Z 1a.uy Custom Sae 16,131-18.130 +650 -80.0 3116"TP GLASS 111'AN GLASS Custom Size 16.131-18.130 +80.0 •110.0 X� G WR 7 K Swrtesl 13.194--16.130 +65,0 -50.0 Shortest 13.194--18.130 +80.0 -110.0 Q 77 70. Equal-lite 38.464 +80.0 •110.0 ®OR ®OR 0 W Q Equal-elle 38.484 +65.0 -80.0 O J OO Cullom$120 38.131•38,483 +85.0 -80.0 ®OR 5 12'NOM. Custom Size 36.131-38,453 +80.0 -710.0 ExTERIE xTERE Q34.131-36,130. +65.0 -80.0 EXTERIO GLASS BITE Custom Size 34.131-36.730 +80.0 -110.0 � a 76' Standard Prwew 30.884.34.130 +65,0 30.0 76" Standard Pn 30.994-34.130 +80.0 •110.0 r �^ U Z) a (n30.131-30.993 +65.0 -80.0 Custom Sha 30.131-30.993 +80.0 -110.0 V'. Q28.131-30.130 +65,0 -80.0 7473 Cullom Size 28.131-30.730 +800 -710.0 - +1111 ®OR 5 SlXonest 26.194'•28.130 +65.0 410.0 GLASS TYPE 7 StwResl 28.194'-28.130 x80.0 -t 10.0 `17 777 Eglzil-lite 424&1 +as.o -BO,o EquaHite 42.464 760.0 -110,0 .� N�LYNN 84" Custom Sae 35.13/•02463 +65,0 480.0 84 Custom Sae 38,131-42463 -110.0 Standard PrWew 34194'-38.130 +80.0 -170.0 '��''•IGENS- /� i Slantlard ProJcw 34.184'•38.730 +85.01-80.0 � Q�•'•• � F •••`CC��i •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 No.58705 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 �• tk_ MINIMUMSASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 1• -e !K l7 S ATE OF I- 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. /%9///,NAL 1� 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN=ANNEALED 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED A.LYNN MILLER,P E 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED P,E.a 58705 TABLES: Anchor Quantities Required for 1p Width "Through-Frame"Installation 111" 25' 33" 37" If 41" 45- 49" 53-118" usina Glass Tvos1-7 Jamb fb �Jaft Jamb Jamb o: z ¢ o: z rc m rz Bottom seen E 11Description SRang ash Q� S = Io § _ oa1for Gnen Range m ¢ m ¢ m ¢ m ¢ m C m TABL 6B: 24" Equal4ite 12.469 1 2 1 1 z 1 1 z t11L 2 1 2 2 1 2 2 1 2 2 1 z z Glass Description(Listed from Exterior to Interior) Equal-lite 15.964 1 2 1 1 2 1 1 2 1 2 1 2 2 1 2 2 1 2 2 1 2 2 Type _ .P;moscd as com P171n2 a41L 9i" 31" Standard Proaew 12994.15.883 2 2 1 2 2 1 2 2 1 2 2 2 z 2 2 z 2 2 3 2 z 2 1 718"AN,.090"PVB,1/8"AN 4'ie:id 8)ddingC.i4' „`-_ 12464.12.993 2 2 t 2 2 1 z 2 t 2 2 2 2 2 2 2 2 2 2 2 13/16"LIG:1/8"AN CAP,AIRSPACE,118"AN,.090"PVB,1/8"AN lints-�t�,q�°JJOjfo E ue141te 19.652 2 2 -t 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 13116"LIG:V8"TP CAP,AIRSPACE,1/6"AN,.090"PVB,118"AN JO:.i:` q Niaw1 U,rJe Pn,dnct Centlel S%_ Pro>aew 15944-19:651 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 z 2 2 4 118"HS,.090"PVB,118"HS 3& - Custom Size 15.131-15.993 z 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 5 3116"AN,.090"PVB,3116"AN -•� Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 6 13176"UG:3/16"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN shortest 12.464-14.130 2 2 ,1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 7 13/16"UG:3116"TP CAP,AIRSPACE,118"AN,.090"PVB,1/8"AN Equal-lite 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 20 131•22.963 2 T 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 = SlanOerd ProJew 111.594-20.730 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 45" Custom Size 18.131-18.593 2 2 / 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 15.131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 14.131-15.L30 2 2 1 T 2 1 2 2 12 2 2 2 2 2 2 2 2 2 2 2 ho 12.464•14,130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3- 2 2 Eq.14!te 24.984, 2 2 1 2 2. 1 2 12 1 2 2 2 2 2' 2 2 2 2 2 2 2 2 '2 W `L n iza 22.131-2x.963 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 w p O -It tandard Prodew 20.194•22130 2 2 1 2 2 1 2 2 t 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 O ro o rA 49' Custom size 18.137•20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 N Custom Size W131-18.U-0 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 0 cq i •1=0 X Q m 0 Custom Size 14,131•16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 0 M Z Z E Shortest 12.x64.14.130 3 2 t 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 O u, C3 o.F W p Equal-lira 25.771 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2' 2 Z cp m n Custom SU. 24.131-25.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 V 0 O O m w1i o Standard Pmdew 20.844•24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 J D 'ory Custom Size 20.131-20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 o w ~ 50SI6• Custom Size 18.131-20.130 3 2 1 3 2 1i 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 0' a to CUSIM Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2'3 2 2 3 2 2 r Z v z W Custom Size 14.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 (`J J LL ortesl 12464-14.130 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 m LL Equal4 31.969 2 1 2 3 3 7 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 = ~} O m F Size 26.131.3"963 J 3 3 3 2 7 3 2 3 3 2 3 -3 2 ya r.. J 1- Standanl Pma. 25.794-28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3. 3 2 - Ur t- y` Cu51om Slze 24.131•25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 = 63' Custom Size 22 131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 j Custom Size 20.131-22.130 3 2 1 3 2 1,3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 u_ Qo Custom Size 16.131•20.130 3 2 1 3 2 113 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 0 p Custom Size 16,131-111.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 -2 2 3 2 2 7 2 2 Z 2 Shorte5l 13.194•-16.130 4 2 1 4 2 1 4 2 7 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 U V = Equa4Gle 36,469 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Q Q Custom Size 36.131-38.463 3 3 1 3 3- 1 3 3 Y 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 apgnsaD s Custom Size 34131-36.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 76' standar PSizem 30,131-30.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 NN`��tNY1LYN/y1j''%, Custom S.ze 28 131•30.130 3 3 1 J 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 ��\\\'��O......... •L1GEF Shortest 26.194'-28.130 4 2 1 a 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 3 2 = Q\:• tC/ Equal-lite 42.x64 3 4 1 3 4 1 3 4 1 3 4 z 3 a z 3 4 2 3 4 2 3 4 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, _ ••.��� SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE �- No.58705 84" Custom Size 38.731-42.463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 _ /' *•- .WINDOW SIZE. - Standard Prows 34.194"•39.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 - 10 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP T077PHEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. - 8t MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 %O AT OF MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. i�S G� 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO AMAXIMUM POSITIVE DESIGN S;0NAL 0, �"�` PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURESARE UNAFFECTED. A.LYNN MILLER,P.E. P.E tt 55705 TABLE 7: Anchor Quantities Required for Tip to Tip Width "Through-Frame"Installation 18' 1 25" 3J- 3T 41' 45" 49' 53.116' usin Glass T 698-15 Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb �1, 21 rerco: ¢ ra z Boltom SeshX E I E f Ef 5DescnptionSash Haight �1 v b °'ror..fln Range Rarige(in) 3 88¢ m e � a m ¢ m ¢ m TABLE 78: 24" EgnHite 12.464 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Glass Equal-6to 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Typo Description(Listed from Exterior to Interior) Hpprol'edarnaply v eLS t1L 31" Standard Proltew 12.994.15.863 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 -_ ______ PLO {ipidmg Wr 8 3/16"AN,.090"SG,3716"ANDate I $$n? Shortest 12464-12,893 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 NDA# 9 3116'HS,.090"SG,3116"HS Equil4ite 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 >wf ePmdoeL tlttMr9 Standard ProNew 15,944-19,651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 z 2 2 2 2 2 2 T z 10 13116"LIG.1I8"AN CAP,AIRSPACE,1/B"HS,.090"SG,1/B"HS l�ny 212 3e-318' Custom Size 75.131-15.943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11 13116'UG:1/8"AN CAP,AIRSPACE,3/16"AN,.090"SG,3116"AN Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 13116"UG:1/8"TP CAP,AIRSPACE,116"HS,.090"SG,1/8"HIS Shortest 12464-14.130 2 2 1 2 2 1 2 2. 1 2 2 2 2 2 2 z z z 2 2 2 z 2 2 13 13116"LIG:118"TP CAP,AIRSPACE,3116"AN,.090"SG,3/16"AN Equal-lite 22.964 2 2 1121 2 1 2 2 1 2 2 2!2 2 2 2 2 2 2 3 2 2 3 2 14 13116'LIG:3/16"AN CAP,AIRSPACE, 118"HS,.090'SG,116"HS Custom Size 20.131-22863 2 2 1 2 2 7 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 15 13116'LIG:3116"TP CAP,AIRSPACE, 118" Slendard PraAew 18.594-20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 45" Cullom Sita 16.131-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Cullom Size 15.131•16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Shortest 12464-14.130 3 2 1 3 2 1 3 2. 1 3 2 2 3 2 2 3 2 2 3 2 2 _L.L 3 00 Equal-lite 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 W Y Custom Size 22131-24.953 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Slendwd P-iew 20.194-22.130 2 2 1 2 2 1 2 2 1!2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 O o 0 49" Custom Size 18,131-20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 Y r '� ela0 O Q Custom Size 16.131•1B.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 U c i =w Ir O Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 th Z Z Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 O p �F W O Equal-lite '25.777 2 ,2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Custom Size 24.131-25.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 FcoLu Lu U Standard Prmiew 20.844•24.130 2 2 1 2 2 1 2 2 7 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 cv Frn- Custom Size 20.171-20.843 2 2 1 2 2 1' 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 ~W ¢ Q 'JM0 50.519' Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 p> ao LA Custom Sae 16 131-18.130 3 2 1 J 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Z U Z W Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 0 J Shortest - 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 7 2 2 3 2 3 3 2 3 m LL Equal-lite 31964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 3 _ ~ O 2 to Custom Size 28 131-31.963 3 3 1 3 3 1 3 3 1. 3 3 2 3 3 2 3 3 2 3 3 3 3 4 3 ® J Standard P.4- 25,794-28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 Custom Size 24,131-25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 - Z ZQ tdryy 63" Custom Size 22 131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 Custom Size 20.131-22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 ¢ Q Custom Sian 18.131-20.130 7 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 3 o Z O Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 2 3 4 2 3 ¢ 2 fn+ Shortest 13.184'-16.130 4 T 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 O J Z (0 Eque14110 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 Q Q Custom Size 38.131-$8.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 a�rry osap s: Cult-Size' 34.131-36.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 7 4 3 3 4 3 76" Standard Proeew 30.994-34.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 4 3 4 4 3 Custan Size 30.131-30.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 4 3 3 4 4 3 �.�'pNYILYNI�L '��� Custom Size 28.131-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 4 3 3 4 4 3 \� .•-••..• Shonest 26.194' 130 4 2 1 4 2 1 4 2 1 4 2 2 4 $32 r44 2 4 3 7 4 3 3 �\2��•'•OCEN$F'•.((��� Equal 42.464 3 d 1 3 4 t 4 4 1 3 d z 3 2 3 4 3 3 5 3 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE 84' CustomSIz. 38.131-42463 3 4 1 3 4 1 3 4 7 3 4 2 7 2 4 4 3 4 5 3 No.58705 Standard Proiew 34.184'-38.130 4 3 1 4 3 1 4 3 1 4 3 2 4 2 4 < 3 4 4 3 WINDOW SIZE _*: y1T MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. - MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 '� 12 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE O '•• S F �!V\ MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. "40RIOP•.•' \7 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN 70NAL E�\C PRESSURE OF.65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A.L 4 MIUA'P.E. P.E.#58705 INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. EDGE DISTANCE OPTION 1 r -T____�_--__- SEE NOTE 2,THIS SHEET, EMBEDMENT ANCHOREDTHROUGH -_ _ _ __ __ EMBEOME FRAME INTO 2X WOOD )- 7�.. _ ' )- -� 1/4"MAX SHI 1/4"MAX -�{ (�-- FRAME OR BUCKSTRIP. --'-���- t,�-- - F•' --� ..-7 ( C.� EMBED- I SASH VISIBLE SEE NOTE 2.THIS SHEET, -�J l t, 1�-- 4 ° EDGE 0- MENT l: _-1 EDGE a LIGHT WIDTH y I "^y.(;rnved as um�P:yinO xilE 1D> DISTANCE DISTANCE ::,.,H,.1;J14'u,Q do --- -- 114"MAX SHIM 4 27 L _ L -J I"t F ED VISIBLE - h; 1pyide Product(;DDT I L HT WIDTH I u 1 SEE BLE ° r -- NOTE B. 30 18 HEAD TY •' ` -�vnnn.vv�Mvw'�, I f I/ FIXED TYP.ANCHOR TYPE, I 44 VISIBLE EMBEDMENTAND 1�` EDGE DISTANCE PER I1 LIGHT SUBSTRATE,SEEI 31 5 R@ HEIGHT TABLE 8. TIP TO TIP WIDTH TYP.ANCHOR TYPE• 32 EMBEDMENTAND m �[ EXTERIOR TYP.ANCHOR TYPE, HORIZONTAL SECTION A-A EDGE DISTANCE PER LU U SUBSTRATE,SEE o O "3a 1-^-+ 45 EMBEDMENT AND EDGE w o 0 \ DISTANCE PER SUBSTRATE, TABLE B. O c V SEE TABLE 8. +( 1/4"MAX.SHIM (D r 'o alaQ O Q 14 ? I Ir VISIBLE LIGHT FORMULAS: U`� N O FR�t DADE APPROVED MULLION,FBC a U z 46 55 COMPLIANT ALUMINUMISTEEL FRAMING (SHOWN FOR HI-RISE SILL;SEE U J o w W o TIP43 \ - OR STEEL STUD.MAY BE VERTICAL OR SHEET 9 FOR STANDARD SILL) Z LL m s TO 13 HORIZONTAL.SEE SUBSTRATE yylpT}1 U L R -J -7r?- I- PROPERTIES,TABLE 8. LU U m j J u TIP 83 USE EITHER 1 @SASH 8 FIXED LITE:TIP TO TIP WIDTH-5.12' F LU .a -j HEIGHT SWEEP LATCH @ o W 2 MIDSPAN OR 2 HEIGHT(EOUAL-LrrE) Or iico BOTTOM LOCKS TIP TO TIP HEIGHTf2-3.73" Z u z SASH INSTALLATION HEIGHT(PROVIEW) c7 „- OPTION 4 z O VISIBLE I @FI%ED LITE:TIP TO TIP HEIGHT2 3.78' ANCHORED THROUGH LIGHT @SASH:TIP TO TIP HEIGHT/2-11.93" 2 t• HEIGHT FRAME INTO METAL ® r J O HEIGHT(CUSTOM SASH) U F- @FIXED LITE:TIP TO TIP HEIGHT-SASH HEIGHT-3.55" z U ;a.•:5 @SASH:SASH HEIGHT-4.60" j U N EXTERIOR TABLE& 0 X Q 33 chor Subii—a a Min.Edge Min.Embedment NOTES: ? (W7 10 DisMance w z = 15 .Southern Pine 9116" 1-318" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON U J g N OPTIONAL HI-RIS #12 Stet TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q LL 42 SILL SHOWN.S 18-8 Of Aluminum,6063- rrlin. 3/8" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF alr1 �s 1"WEEP SHEET 10 F I teal 318" 0.063" THE WINDOW. NOTCH AT STANDARD SIL SS ,111 I I I A I;I EACH ENDU , min. 3/8" 0-045"(18 Ga) 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE \��\ Y LYN II%� 114"MAX. 8.ALL WOOD BUCKS LESS THAN 1-12"THICKARE TO BE �� p....... N SHIM Concrete(min 3 i) 1" 1-314" INSTALLATIONS.ED IX ;� �•..• ' 1/4"410 S ngfOUted CMU,(ASTM C-90) 2-1/2" 1-1/4" FOUNsi ISRINSTALLEO DIRECTLY TO SUBSOTRATE WOOD BUCKS RD BUCKS �L �C�,• 1GEIJ$F'•.•(�q ' __ V CreteFle P.T.Southern Pine(S(--0.55) 1" 1-3/8" DEPICTED AS 2X ARE 1-12"THICK OR GREATER.IX AND 2X BUCKS No.58705 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER =*'NO ANCHORS ° Concrete(min.2.85 k51) 1" 1-3/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND = ) REQUIRED IN 1/4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR - xP fY FLANGE DR UBracon Un routed CMU,(ASTM C-90 2-112" 1-1/4" �O g ) ARCHITECT OF RECORD. G/ ��� EQUAL-LEG P.T.Southern Pine SG=0.55) V 1-318" �Oc•, F a ofR. FRAME SILLS •' A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS �s \rj` B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PANIHEXIFLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. /ONAL VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. I I I I I i l I11 C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A.LYNN MILLER,P E REA 58705 INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU. OPTION 1 r -�.=-- SEE NOTE 2,iH15 SHEET.------r--, EMBEDMENT ANCHORED THROUGH ... -_ — _) EMBEDMENT FRAME INTO 2XWOOD SHIM 1/4"MAX SHIM I+-- ` FRAME OR BUCKSTRIP. _-� --{-� ` EMBED- 1 17 SEE NOTE 2,THIS SHEET. _7� �` \I �M1 C, I SASH VISIBLE EDGE MENT I --a EDGE , I LIGHTWIDTH yl L, DISTANCE "•PP:Decd as Caa1o4laaIC��U " — -1--- + I— DISTANCE 11 !?:rld: L/dd4iB' 1A MAX SHIM L19 UAu L� FIXED VISIBLEPrt:d 27 --^L-- - ----L--J LIGHT WIDTH SEE TABLE - 3 NOTES.FOR I 3D 18 HEAD TYPE ,.v..v.r✓•.iv��.n�n.�.r.. I rr FIXED TYP.ANCHOR TYPE, I 44 r VISIBLE EMBEDMENTAND EDGE DISTANCE PER LIGHEIGHT SUBSTRATE,SEE TABLE 6. 31. 5 R@ BUCK WIDTH 5 - I TYP.ANCHO\TYPE,, 32 EMBEDMEv mEXTERIORTYP.ANCHOR TYPE, HORIZONTAL SECTION A-A EDGE DISTAN � i 'J 45 SUBSTRATE,SEE w o EMBEDMENT AND EDGE � � DISTANCE PER SUBSTRATE, TABLE 8, o in 14 1 SEE TABLE 8. o ai�p O �I Ira"MAX.SHIM VISIBLE LIGHT FORMULAS: pm U) O 48 55 (SHOWN FOR HI-RISE SILL;SEE J-, o a y Z ZO 43 SHEET 9 FOR STANDARD SILL) Z LL coo o -To- BUCK ' n DADE APPROVED MULLION,FBG - 2:W - oF. J ,(g f� BUCK 13 ' COMP LIANTALUMINUMISTEEL FRAMING WIDTH U U O ®J HEIGHT 69 USE EITHER 1 OR STEEL STUD.MAY BE VERTICAL OR @SASH 8 FIXED LITE:BUCK WIDTH-4.12" Lu a i a J uN SWEEP LATCH @ rnm HORIZONTAL.SEE SUBSTRATE HEIGHT(EQUAL-LITE) � > 1"- Jap OTTOMIDSPANOR 2 PROPERTIES,TABLE B. p (n T-7 7( BOTTOM LOCKS BUCK HEIGHT/2-3.23° �Z � � Z SASH INSTALLATION (9 (((((( HEIGHT(PROVIEW) LL VISIBLE ( EQUAL OPTION 4 @FIXED LITE:BUCK HEIGHT2+4.28" j O O LIGHTS{ LEG/BOX ANCHORED THROUGH @SASH:BUCK HEIGHT/2-11.43" = oo HEIGHT FRAME FRAME INTO METAL ® m W ~ S SHOWN HEIGHT(CUSTOM SASH) QW @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" Z 1:+eyg �— @SASH:SASH HEIGHT-4.60° X 7 EXTERIOR y 1 TABLE 8: O J a0 33 Anchor Substrate Min.Edge Min.Embedment NOTES: r Z -� 12 Distance w g ¢ n 15 P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON U J Q OPTIONAL HI-RISE #12 Steel, TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q W SILL SHOWN.SEE Alurrinum,6063-T5 min. 3/8" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF . 1"WEEP 42 � SHEET 10 FOR 18-8 or 410 THE WINDOW. SS Screw A36 Steel 3/8" 0.063" NOTCH AT STANDARD SILL. EACH END 1/4"MAX Steel Stud,Gr.33 min. 318" 0.04$" 18 Ga 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE �.�`��LY Ll'N,1/ Concrete min.3.35 ksi 1" 1-3/4" 8.ALL WOOD BUCKS LESS THAN 1-12"THICKARE TO BE SHIM 1/4"410 SS ( ) CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL ���•''1}CENgF'•��C� i 1 Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS 'V.. f ---- CreteFlex DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS P.T.Southern Pine(SG-0.55) 1" 1-3181, No.58705 NOANCHORS (WHEN USED)SHALL BE DESIGNED TO LY TRANSFER yy. REQUIRED IN Concrete(min.2.85 ksi) 1" 1-3I8" LOADS TO THE STRUCTURE WOOD BUCKK DESIGN AND 1/4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR Ultracon �i FLANGE OR •• Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" ARCHITECT OF RECORD. o Z(�F( ;'.�� EQUAL-LEG P T.Southern PineSG-0.55) 1" 1-318" %O.c� s A (v; FRAME SILLS A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO ASi�s '•"40RION•''G\?� • < B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAN/HEX/FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. ,��i/S/ONAL VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. 111111` C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A.LYNN MILLER.P.E. REA 58705 INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE EDGE DISTANCE DISTANCE 1+- EMBEDMENT pp EGE DISTDANCE I U4"MAX SHIM 114`MAX SHIM r —•��� J-�-: II '� 5 SASH VISIBLE 17 1`{1 v�� `WPrcr¢d ins c�cY-lY4+C r{I&Wo LIGHT WIDTH --rl EMBEDMENT MO - AP 27 EMBEDMENT 79 FIXEDVISIBLE ) `I 841s 07aJo VmdattCaatrol 1/4` E MAX. 2 SHIM 1 LIGHT WIDTH u E r I/ 30 18 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE FIXED DISTANCE PER SUBSTRATE, 44 VISIBLE SEE TABLE 9. - LIGHT 4 HEIGHT I 31 5 R@ 5 I BUCK WIDTH 32 TYP.ANCHOR TYPE, ; i HORIZONTAL SECTION C-C EMBEDMENT AND EDGE ry-- 45 DISTANCE PER SUBSTRATE,SEE f�DADE APPROVED MULLION,FBC TABLE 9.(NAIL SHOWN) !7 o (U T COMPLIANT ALUMINUMISTEEL FRAMING }C4 o su0 O 14 1/4"MAX,SHIM —�{ OR STEEL STUD.MAY BE VERTICAL OR p v w Z O HORIZONTAL.SEE SUBSTRATE J th [�¢ Z PROPERTIES,TABLE 9. 0 lJL O a W p VISIBLE LIGHT FORMULAS: Z m r 43 13 (SHOWN FOR STANDARD SILL;SEE U U o ®j g BUCK I SHEETS 7 OR 8 FOR HI-RISE SILL) W M �_. J ' .max HEIGHT 63 USE EITHER 1 #100R#72 STEEL F-W .p a J SWEEP LATCH @ Q 9xu MIDSPAN OR 2 46 55 SELF DRILLING @ SASH&FIXED LITE:BUCK WIDTH-4.1 Z' p R a Z BOTTOM LOCKS SMS(G5),SEE TABLE 0. .-Z Z _ HEIGHT(EQUAL-LITE) SASH BUCKHEIGHT2-3.23" Z Q WO E INSTALLATION VISIBLE = U 0 LIGHT I HEIGHT(PROVIEW) m HEIGHT e u OPTION 7 @FIXED LITE:BUCK HEIGHT&+4.28" p m W W ANCHORED THROUGH @SASH:BUCK HEIGHT/2-11.43" J N S INTEGRAL FIN INTO METAL Z Z »a+s �S— HEIGHT(CUSTOM SASH) j U) LL - @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.59' ¢ 16 STANDARD SILL @SASH:SASH HEIGHT 4.6 p J O EXTERIOR SHOWN.SEE Z o S 33 PREVIOUS SHEET C7 42 t 8 FOR OPTIONAL W 2 1"WEEP HI-RISE SILL. Q Z NOTCH AT EACH ENDTABLE 9: a!iLL nsa0 s..--.a5 114"MAX Min.Edge Min. NOTES: SHIM Anchor Substrate Distance EmbedmentLY 1)USE ONLY SUBSTRATE-APPROPRIATE �� N( N/1r — -_ 2-112"x.113"Box Nail P.T.Southern Pine(SG=0.55) 5116" 2.438 ANCHORS LISTED ON TABLE 9.FOLLOW ���`� •��� _ 2.1/7'X.131"Common Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 EMBEDMENT AND EDGE DISTANCE LIMITS,ANY •' �7CCN Se -•�((� —'— —' T INSTALLATION OPTION SHOWN MAY BE USED '•� — � 2-112"x.145"Roofing Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 ON ANY SIDE OF THE WINDOW. - .,' No.58705 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE !�� :'_._ EOGE,DISTANCE 2-1/2"X.145"Roofing Nell P.T.Southern Pine(SG=0.55) 3/8" 2.438 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO -0 ; 41 DISTANCE PER SUBSTRATE, - _� P.T.Southern Pine(SG=0.55) 1/2" 1.375 REFERRED TO AS DAYLIGHT OPENING)IS �1,'. $ :, - SEE TABLE9. #10 Steel TNSShedd Screw 0 0.125"Aluminum,6063-T5 min. 5116" 0.125 MEASURED FROW7 BEADING TO BEADING. Q ITPE (SCREW SHOWN) ~I EMBEDMENT #12 Steel,1Mor 410 SS •'•.F<OR101`, \��� Screw 0.050"A36 Steel 5/16" 0.05 ,mss VERTICAL SECTION D-D o.OW—(18(3,)Steel Stud,Gr.33 min. 5/16" 0.045 01VAG 1E1 A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. A.LYNN MILLER,P.E. P E.#58705 2.560" 3.185" 2.060" 2.848" 2.848" 2.848" .062" .062• .062" 2.,12" 2.724• 2.724" 2.724" 1.489" I_- Aap:nc?:a.�..aypp7yir{'rrG6 its. .987^ 1.125^ 4'ar!'h:'.;:iJing'4 D osz" -- 1 a6z" osz" i ~I v,a;-C 1 r- ?.i;::a1 Cao ProAeR oc�ti O FLANGE FRAME HEAD O HEAD RAL FIN FRAME O EQUAL LEG FRAME HEAD O FLANGE FRAME JAMB O INTEGRAL FIN FRAME O EQUAL LEG FRAME JAMB 2.798' 2.798" -►.I 2.798•' 2.798' 2.798" -� 2.798" 3.008' W ti O '^aL 2.841' 3.466' 3.506" 4.133" . Q �+ .062' tI1 .062' .062" .062" l�j o .062" .062" N D Q 17 J J O Z am Z O LL cOD -W-a 1.125• 1.125" F U U o �o O FLANGE FRAME SILL O EQUAL LEG FRAME SILL tp FLANGE IEFRAME SILL 1t SRL HI RUAL EEFRAME F w Q OINTEGRAL FIN FRAME SILL INTEGRAL FIN FRAME O> n 2.273" -�� 11 SILL-HI-RISE r Z O Z U _ 0 LL -�{ 1.300" ,120" 2.273• �1 z 0 ' .170"� SILICONEm = o HOT•MELT BUTYL W r STRUCTURAL ® m J POLYISOBUTYLENE 1/4'NOM. STRUCTURAL 3/16••NOM. 2,772^ WITH SILICONE P = Z 2.211" 2.105" IIII/'j{�J II .062" DESICCANT FOAM WITH r_ In In ICU 1.235" / DESICCANT 0 Q Z 2.150' .062' .062" EXT.GLASS / �/ O Z N o � EXT.GLASS/ w � � __I� -�-� 1.300" �- / INT,GLASS / INT.GLASS v x W .062" 1.300" _�1 1.300" I,t_ Q Ill . 70 KODISPACE 4SG TPS71 SUPER SPACER NXT TM SASH BOTTOM RAIL 17 ,a SASH TOP RAIL a FIXED MEETING RAIL is s SASH BOTTOM RAIL SASH SIDE RAIL HI-RISE `iittltt tll//7// ALUMINUM DESICCANT FILL �1GENSF REINFORCEMENT POLYISOBUTYLENE 1.446" SEAL 5/16'NOM. �C�.•' I+ 1'522 62� .040' •634" I .465" -� --�I.617" 1 -+1.496"I�- 1 ROLL-FORMED SILICONE SEAL - No.58705 ' I 1 1 1 BUTYL d l STAINLESS STEEL * 802 EXT:GLASS �/�"'/i - :.�,:'�•• d FODESICO1 WSAT%fOF. 813EXT.GLASS 1.370' .070" .050' Ti. RCORIOS` . . " .••'G��:�,��� • 045" INT 'I y `INT.GLASSHEADAN 'i/ S ••••• �� ,e COVER CHOR 1s SASH STOP COVER asn IG BEAD zse IG SNAP BEAD O 5116-LAMI BEAD s7 7116"LAMI BEAD e rM �7//TONAL tE 72 DURASEAL SPACER 73 XL EDGE SPACER 1 A.LYNN MILLER,P E. P.E."58705 1 TABLE 11: Ita#m PGT Part# Description Material 51 ASSEMBLY DETAILS FOR 642001 Head,Flange Alum.6053- FLANGE FRAMES 2 624017 Head,Integral Fin Alum.6063-T6 (OTHER FRAME TYPES SIMILAR). 3 624028 Head,Equal4eg Alum.6063-T6 - a 4 624004 Jamb,Flange Alum.6063-T6 4 4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063-T62 1 a 5 624020 Jamb,Integral Fin Alum.6063-TB 51 Rppror as cowl Lyiag eGL I4 FL.r1,L Brlsio 5A Jamb,Integral Fin(Used For Alternate Radius Top Head) Alum.8063-T52 Oute 6 624031 Jamb,Equal leg Alum.6063-T6 )It # o 6A Jamb,Equal-leg(Used For Alternate Radius Top Head) Alum.6063-T52 40 HEAD NdVa!ffiu9s Pmd xt coram 7 624002 Sill,Flange Alum.6063-T6 INTERIOR ; 8 624018 Sill,Integral Fin Alum.6063-T6 41 9 624029 Sill,Equal-leg Alum.6063-T6 JAMB 10 624003 Sill,Hi-Rise,Flange - Alum.6063-T6 11 624019 Sill,Hi-Rise,Integral Fin Alum.6063-T8 12 624030 Sill,Hi-Rise,Equal-leg Alum.6063-T6 4 14 13 624006 Sash Top Rail Alum.6005A-761 INTERIOR 14 624005 Fixed Meeting Rail Alum.6005A-T61 15 624012 Sash Bottom Rail-Hi-Rise Alum.6063-T6 JAMB 16 624068 Sash Bottom Rail Alum.6063-T6 LuvYj 17 624007 Sash Side Rail Alum.6063.76 FIXED MEETING RAIL w o 0 "' 18 624051 Head Anchor Coyer Alum.6063-TB N z C3 U 19 624015 Sash Stop Alum.6063-T6 25A 624009 IG Bead Alum.6063-T509 0 Z 25B 624011 IG Snap Bead Alum.6063-T5 JO o i W o 26 624013 5/16"Lami Beading Alum.6D63-T6 Z u. aoo o -' or 27 624026 7/16"Land Beading - Alum.6063-T6 0 SASH BOTTOM RAIL UU d ®a z& 30 6TP247 Glazing Bead,Bulb Vinyl for#624023 Vinyl SASH FW-Z < � J 31 6TP248 Glazing Bead,Bulb Vinyl for#624009 8#624011 Vinyl 4 SIDE 16 n> -� H �s,a 32 724046 Sweep Latch(@ Top Rail) Cast Znc RAIL 0 Z °' o Z 33 1 624049 Bottom Latch(@ Sill) Alum.6063-76 JAMBz J LL 34 Setting Block(118"X 1/2"X 4") Neoprene O 35A IG Setting Block(1/8"X3/4"X4") Neoprene = I- 356 724014 IG Snap Setting Block Vinyl17 ® N W 36 724044 Bottom Rail Weatherstrip Extension u 37 724053 Sill Gasket Polyethylene37 F Z W "'ys 38 724054 Sash Top Rail Gasket Polyethylene a � 39 724055 Sash Bottom Rail Gasket Polyethylene LLo ¢o 40 724057 Head Gasket Polyethylene °d r- 41 41 724063 Meeting Rail Gasket Polyethylene INTERIOR v _ 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 39 Q 0 U) 00 43 Weatherstrip,.270"x.18T',Fin Seal(@ MR) .;,r,.I >>00;,•,,; 44 67S16G Weatherstrip,.170"X.270",Fin Seal(@ Sash Side Rail) 45 Weatherstrip,.170"X.18T',Fin Seal(@ Top Sash Rail) 1 46 eeries Balance with Cover&Trim Rigid Vinyl SILL TABLE 10:MATERIAL PROPERTIES USED ;��� QN'f LYNNM� 51 781PSQX #8 X 1"PH SMS(Assembly) Stainless Steel 61 FOR ANCHORAGE CALCULATIONS: ` ?.•'�1GENSE (�� 55 7834AA #8 X3/4"Ph.PN SMS(Balance) Stainless Steel 7 Material Min.Fy Min.F. 63 - Alum.Screen with Fiberglass Mesh Varies Steel Screw 92 ksi 120 ksi _* No.58705 70 Kommeding Kodispace 4SG TPS INTERIOR _ *= 16E Screw 60 ksi 95 ksi /) 71 - Quanex Super Spacer nXT See Sheet �1 410 Screw 90 ksi 110 ksi (/� cc 10 for 51 Elco UltraConB 155 ksi 177 ksi 41 72 Quanex Duraseal Spacer Materials Q'•. SABOF <(/� 73 Cardinal XL Edge Spacer NOTES: 410 SS Elco CreteFlez fl 127.4 ksl 189.7 ksi ��'•.,F<ORIOP.'GN 6063-T5 Aluminum 16 ksi 22 ksi 74 Dow 791,899 or GE 7700 Backbedding Silicone 1 ALL CORNERS TO USE GASKETANDlOR SEALANT. i/,9/ 0,"\ A36 Steel 36 ksi 58 ksi i,rr�Nf�t_Ltt�� Gr.33 Steel Stud 33 ksi 45 ksi 2)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. A LYNN MILLER,P E P.E.#58705