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HomeMy WebLinkAboutProduct Approvals, Windows Florida Building Code Online Page 1 'of 3 i fit rg MEN y r r�T�' rr�i ,� r i ✓ $J R;;,; £e BCIS Home j Log In ) User Registration Hot Topics Submit Surcharge Stats&Facts Publications j Contact Us BCIS Site Map Links Search Florida At. Product Approval 01 'A �. �USER:Public User Product Approval Menu>Product or Application Search>Applica on List>AppliratiaRDetail FL# FL239-R26 Application Type Revision Code Version 2017 Application Status Approved *Ap r d y DBPR.Approvals by DBPR shall be reviewed and ratified by the POC L./or the Commission if necessary. Comments Archived Product Manufacturer CNorth Address/Phone/Email gy Drive FL 34275 0 Ext 223.1utcie5com Authorized Signature )ens Rosowski jrosowski@pgtindustr'ies.com RECEIVED Technical Representative Lynn Miller,P.E. Address/Phone/Email 1070 Technology Or JAN n� N Venice,FL 34275 V A ` 0. 8 2020 (941)486-0100 Ext 21142 Imiller@pgtindustries.com 5r, i.ucie ty, P fitting Quality Assurance Representative Address/Phone/Email Category - =WindowsEVEWED FV°6Subcategory F% ff�� �f �g� ®!�E C(D"Mur"LiA CE Compliance Method Certification Mark or Ll g�o L U C A E COUNTY U�®�AT Y Certification Agency Miami-Dade BCCO-CER 0C �1 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEmB... 1/7/2020 Florida Building Code Online Page 2 of 3 I Summary of Products FL# Model,Number or Name Description 239.1 ISH-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 j 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(NCA)for FL239 R26 II 17063002.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER I 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 17063007.0f 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(NOA)for FL239 R26 fI 17063007.odf 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: 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 17063008.0f 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(NOA)for FL239 R26 II 17063008.odf 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: 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(NOA)for FL239 R26 IT 17063003.odf 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: 239.5 ISH-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(NOA)for FL239 R26 II 17063004.odf 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: 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.odf 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(NCA)for FL239 R26 II 17063006.1)df 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: 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 17063005.0f 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(NOA)for FL239 R26 II 17063005.odf 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: 239.8 SH-7600A(Non-Impact) Aluminum Single Hung Window I Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 18-0430.07.odf 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(NOA)for FL239 R26 II 18-0430.07.odf 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: 239.9 SH-7700A(Large Missile Impact Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use i v++�:-Ye FL239 R26 C CAC 8_0 30.06.1)d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/23/2023 i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEmB... 1/7/2020 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions o Other:Please see Miami-Dade County Notice of Acceptan a(NOA)for FL239 R26 Ii 1R-0430.06.odf product performance Information,anchorage details,and nchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Pa 0 Efl 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: j I I� SecurityMetrics Credit Card Safe I I httP://www.floridabuildin .or /pr/Pr_aPp_dtl.as x? aram=wGEVX wtD uS1Bu8CAEmB... 1/7/2020 1 M IAM I•DADE MIAMI-DADE COUNTY MIN 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.gov/economy 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 approve �l2herein,eand has been designed to comply with the Florida Building Code, including theh Ve ocity Hme Zone.- DESCRIPTION: terniies"SH7700A"Alu\ inum Single Hung Window—L.M.I. APPROVAL DONT: Drawin o. 7700NOA-1, titled "Aluminum Single Hung Install (LM)", sheets 1 through 11 o 1/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Mia i- u� R oduct Control Approval stamp with the Notice of Acceptance number and app al date by the Miami-D l County Product Control Section. MISSILE IMPACT RA G: Large and Small ' sile Impact Resistant LABELING: Each unit shall n label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, 'and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. fAugust 0:6 MIAMI•DADE COUNTY QApprov:al pirat202 2018ge 1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I 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 i 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 Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) 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 6th 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). i i Manuel rez Product Contr Ex finer NOA No. -0 30.06 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-1 i 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 Meir "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 "SentryGlasg (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 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,P.E G. OTHERS 1. None. II i { 1 Manuel er .E. Product Control Ea ner N 0 A No. 18-0 30.06 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-2 1 r SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 17-13116"MAX.O.C.//� DESIGN PRESSURE RATING IMPACT RATING T THIS PRODUCT HAS BEEN DESIGNED$TESTED TO COMPLY WITH THE REQUIREMENTS OF /� 18 31� VARIES PER GLASS TYPE, LARGE&SMALL MISSILE THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). SEE SHEETS 2-5 IMPACT RESISTANT 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR / INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP) MUST BE TEMPERED,USE ONLY GLASS TYPES 3,7,12,13 OR 15. FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY 17-3/4"3 17-3/4' 52-1J8"MAX.BUCK WIDTH (77-114" UC K)- 4-11116"MAX MAX. 9-1I2"MAX. . APPROVED MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE (9"MAX.BUCK) (� 5"MAX.O.C. rF SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI .SEE O.C. 0,SEE _ I nppm d a complying with It- PER ANCHOR TYPE. SHEET 889 SHEET IO plori B)�idingCa n�ie _ Datc YJI1J+0 4)ALL WOOD BUCKS LESS THAN 1-712°THICK ARE TO 8E CONSIDERED 1X INSTALLATIONS. - - -- - - - - - - - - A•SEE -�-� C,SEE F -'Y�-� 4Oyt S ETS 8 89 SHEET 16 Nlami Bad,Prod,,Control 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD I I / BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED) EQUALLY / Z SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. SPACED WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR) CHOIRS PER I I T I I OR ARCHITECT OF RECORD,(AOR). TABLES 6&7 17-3116"MAX.O. I/ of I/ i 64" Qi 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR .—L— MAX. 83" STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN,EMBEDMENT. TIPMAX. INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING&FLASHING STRATEGY 12-1116"MAX.O.C. TO I BUCK > FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND X' TIP X' HEIGHT THE SCOPE OF THESE INSTRUCTIONS. EQU YSPACED I I / EIGHT 1 I �� A HORSPER i I 13-5176" .O . i 6)114"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS BLES s&7 ,,,I LLL//ILLL//// 11 � NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. _ 5•MAX. i / W i '.; 2 9-1/2" AX. o 7)DESIGN PRESSURES: (9"MAX.BU K) I �y O.C. C w 0 .�aS A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER 1 ❑ o p O ASTM E1300. A }r, » a1o0 O B,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE 7 0 N z w 0, Q . / TESTING AND GLASS PER ASTM E1300. B NOANCHORSATSILL D�--- 1I� O F.w W C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 53-1/8"MAX.TIP TO TIP WIDTH 1•WEEP NOTCH 4-11116"MAX. �'7 t^WEEP NOTCH O o " Z o AT EACH END AT EACH ENO Z LL m i "Wi J o L] J J 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE I N RE A E ELE O -FLANGE FRAME ELEVATION FOR TYP.FIN FRAME SHOWN WITH v O 6 ®� v DBo CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE D� 'oN HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR SHOWN WITH EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION LU w ¢ ¢ m oma WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO C)w i Z CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. TABLE 1:ALLOWABLE GLASS TYPES o L °a Z O Glass 2 Description USER INSTRUCTIONS:(Listed from Exterior to Interior) C7 9)METAL SUBSTRATE MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER Table# 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN Z W LL CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING PRESSURE REQUIREMENT FROM ASCE 7. JURISDIC 1 8"AN,.090"PVB,1!8"AN 2 = U-1 O 2 13/16"LIG:118"AN CAP,AIRSPACE,1/B"AN,.090"PVB,1/8"AN 2 2)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW ® rn W -6 10�• EFERENCES:TEST PORTS FTL 18-7835.1&18-7835.2;ELCO ULTRACON NDA;ELCO 3 13/16"LIG:118"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/6"AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN a 0 W RETEFLEX NOA;NATION DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 4 118"HS,.090"PVB,118"HS q PRESSURE FROM TABLES 2-5.IT MUST EQUAL OR EXCEED THE = Z F- 1aa4S ANSIlAFBPA NDS&ALUMIN DESIGN MANUAL DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING ~ 6) O 5 3/16"AN,.090"PVB,3116"AN 4 Z OBTAINED IN STEP 1. < J Q 11)APPLICABLE EGRESS RED REMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 6 13116"LIG:3116"AN CAP,AIRSPACE,1/B"AN,.090"PVB,118"AN 4 O ❑ _ O 7 13116"LIG:3116"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6$7. z FIGURE A:ALLOWABLE SASH CO FIGURATIONS AND SHAPES 8 3116"AN,.090"SG,3/16"AN 5 W 2 z = 4)INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 8 v J W U) WIDTH 9 3/16"HS,.090"SG,3/16"HS Q (7 ��—--►� WIDTH ��— --►{ WIDTH �� 10 13116"LIG:1/8"AN CAP,AIRSPACE,118"HS,.090"SG,1/8"HS 5 INSTALLATION.EQUAL G INSTALLATION OR SHEET 9 FOR INTEGRAL FIN -1111 rosa0 saua5 -, TI I 11 13116•'LIG:118"AN CAP,AIRSPACE,3116"AN,.090"SG,3116"AN 5 F �/ �/ / 12 13/16"LIG:118"TP CAP,AIRSPACE,118"HS,.090"SG,118"HS 5 PROCESS OR ALL SFRAME TYSURE TPES((FLANGE,INTEGRAL FING DETERMINATION IS FIN OR E \`\1\1%I I I I I/I//// x x 13 13116"LIG:1/8"TP CAP,AIRSPACE,3116"AN,.090"SG,3/16"AN 5 EQUAL LEG/BOX. ��0 N..L.... C7 L7 f7 O ) Q,.......,, w_ w w w 14 13116"LIG:3/16"AN CAP,AIRSPACE, 118"HS,.090"SG,118"HS 5 ` '��' UIGENSF 0 115 13/16"LIG:3116"TP CAP,AIRSPACE, 118"HS,.090"SG,118"HS 5 z- No.58705 *_ { 1 / t { A/ SG=KURARAY SENTRVGLAS®INTERLAYER BY GENERAL NOTES.................................................1 = - CODES/STANDARDS USED: KURARAY AMERICA,INC. ® ELEVATIONS.........................................................1 l (r RECTANGULAR DIUS-TOP RECTANGULAR PVB=KURARAY TROSIFOL PVB INTERLAYER BY DESIGN PRESSURES I GLAZING DETAILS........2-4 IST�TgE rWITH EQUAL TH PROVIEW WITH CUSTOM •2017 FLORIDA BUILDING CODE(FBC),6TH EDITIONwKURARAYAMERIC INC. O OF A• ANCHOR QUANTITIES..........................................5.6 �(/� LITE SASH SASH SASH -ASTM E1300-09 ! T••. AN=ANNEALED INSTALLATION,FLANGE......................................7 (� RIO•,.•'• \ •ANSI/AF&PA NOS-2015 FOR WOOD CONSTRUCTION �� •'FCO P ALL SHAPES WITH ALL S S CONFIGURATIONS ARE APPROVED.SHAPES HS=HEAT-STRENGTHENED INSTALLATION,EQUAL LEG IN.............................8 /i S ••••• MAY BE USED BY INSC IBIJ THE SHAPE IN A BLOCK AND OBTAINING :ALUMINUM DESIGN MANUAL,ADM-2015 TP=TEMPERED INSTALLATION,INTEGRAL FIN............................9 7S��NAL EN�� SIGN PRESSUR AN ANCHORAGE FOR THAT BLOCK SIZE FROM THE AISI S100-12 •AISC 360-10 EXTRUSION PROFILES.........................................10 -- -TA 5 ON TH OLL ING SHEETS — _..___ _ ASSEMBLY&PARTS LIST....................................11 A.LYNN MILLER,P.E. -- - - -- - - - P.E.#58705 90 TABLE 2: Bottom Sash sash Helgnt for Given Range anDesign Pressure(lbsfle)for Glass Types 1 8 2 DescriptionRage Range(In) to Tp Width 18' 25' 33" 1 37 1 41" 46' 49" 53.118" 24° EquaNite 12464 +65.0 $0.0 +65.0 1-80.0 +65.0 -80.0 106W 80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +85.0 $0.0 Equal-lite 15.964 +65.0 80.0 +65.0 1 -80.0 +65.0 80.0 +65.D 80.0 +65.0 -80.0 +65,0 80.0 +65.0 -60.0 +65.0 $0.0 - 6"NOM. 31- Standard ProNew 12.994-15.963 *65.0 80.0 +65.0 1 -80.0 +65.0 -80.0 165.0 -800 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 G S STACK Shortest 12.464-12.993 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 $0.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 1/8"ANG 55 1ppnovud as cootplySng with Om Equal-lite 19.652 +65.0 $0.0 +65.0 -130.0 +65.0 80.0 +65.0 80.0 +55.0 80.0 +55.0 $0.0 +65.0 -80.0 -65.0 $0.0 ,090"PVB Fh�rhGr )dtiBA Cm1 StaMam PrWew 15.944-19.651 +65.1) 80.0 +65.D -80.0 +65.0 80.0 +65.0 $D.0 +65.0 $0.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 1/8"AN GLASS � Dat- 38-3/9' Custon Size 15,131-15.943 +65.0 80.0 +65.0 80.0 +65.0 $0.0 +65.0 80.0 +65.0 $0.0 +55.0 80.0 +65.0 •80.0 +65.0 80.0 30 NtyfvY - -Custom Size 14.131-15.130 +65.0 $0.0. +65.0 -80,0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 $0.0 +65.D 80.0 +65.0 80.0 '69laetl II a PT dnct ootro! Shortest 12.464-14.130 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.D $11.0 +65.0 80.0 +65,0 $0.0 +65.0 -80.0 +65.0 $0.0 26 i - 1/2°NOM. Z Equal-lite 22%4 +65.0 $0.0 +65.0 -80.0 +65.0 -BD.O +65.0 $0.0 +65.0 811.0 +65.0 $0.0 +65.0 •80.0 +65.0 $0.0 GLASS SITE Custom Size 20.131-22.963 +65.0 80.0 +65.0 .80.0 +65.0 -80.0 +65.0 80.0 +65.0 '$0.0 +65.0 80.0 +65.0 -80.0 +65.0 $0.0 EXTERIOR Standard ProNew 18.594-20.130 -65.0 $0.0 1+65.D .80.0 +65.0 $0.0 +65.0 $0.0 +65.0 80.0 +65.0 $0.0 +65.0 -80.0 +65.0 80.0 45' Custom Size 16.131-18.593 +65.0 80.0 1 165.0. 80.0 +65.0 80.0 +65.0 80.0 +65.0 $0.0 +65.0 $0.0 +65.0 80.0 +65.0 $0.0 75 Custom Size 15.131-16.130 +65.0 $0.0 1+65.0 •80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 .80.0 iz Custom Size 14.131-15.136 +65.0 $0.0 +65.0 -80.0 +65.0 $11.0 +65.0 -8 .0 $0.0 +65.0 $0.0 +65.0 80.0 +65.0 $0.0 34 es 12.464•14.130 +65.0 $0.0 +65.0 -80.0 +65.0 +fiS.D 80.D +65.0 $0.0 +650 80.0 +65.0 $0.0 GLASS TYPE 1 Equal-lit 24.964 +65.0 80.0 +65.0 .80.0 +65.0 -80.0 *65.0 $O.D +6 $0.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 Size 22.131-24.%3 +65.0 $0.0 +65.0 80.0 +65.0 +65.0 $0.0 +65.0 80.0 1+65.0 1•80.0 +65.0 -80.0 Standard ProHew 20.194-22.130 +65.0 80.0 +65.0 -80.0 +65.0 -811.0 +65.0 $0.11 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 W Y 49" Custom Size 18.131-20.193 +65.1 80.0 +65.0 80.0 +65.0 -BD.0 +650 80.0 +65.0 80.0 1+65.0 80.0 +65.0 -50.0 +65.0 $0.0 W ? U Custom Size 16.131-10.130 +65.0 80.0 +65.0 •80.0 +65.1) •BD,0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 $0.0 > w Custom Size 14.131.16.130 +65.0 80.0 +65.0 .80.0 +65.0 .80.0 +65.0 80.0 .65.0 80.0 +65.0 $0.0 +65.0 80.0 +65.0 -77.6 ❑ gi p O 0 Shortest 12.464•14.130 «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 -75.1 } O I�� 13/16°NOM. N ¢ atop 0 Q m gquel4ite 25.777 +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 $0.0 U I GLASS STACK O to 0 = Custom Size 24.131-25.776 +65.0 80.0 +65.0 .80.0 +65.0 -80.0 +65.0 80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -8D.0 J m c7 Z o Standard ProNew 20.844-24.130 +65.0 $0.0 *65.0 •80.0 +65.6 =130.0 .65.0 80.0 «65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 .090°PVB 0 J O a m W O AIRSPACE Z LL 100 F 50-5fe„ Custom Size 20.131-20.843 +65.0 -80.0 +65.0 80.11 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +fi5.0 80.0 =W o r� v -7a- 1/8" t� AN GLASS 118"AN GLASS U Custom Size 10.131-20.13(1 +65.0 80.0 *65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 .65.1 $0.0 +65.0 -80.0 +65.0 $0.0 U , ®� Custom Size 16.131-18.130 +65.0 -80.0 +65.0 :ED +65.0 80.0 +65.0 $0.0 +65.0 80.0 +65.0 80.0 +65.0 .80.0 +65.0 -77.6 31 75 tW-Z ? rs a _-,j u °N Custom Size 14.131-16.130 +65.0 80.0 +65.0 80.0 +65.0 .80.0 +65.0 -80,0 +65.0 80.0 +65.0 $0.0 +65.0 80.0 +65.0 -75.1 O W ^ (9. F 9M0 Shortest 12.464-14.130 +65.0 -80.0 +65.0 80.0 +65.0 $0.0 +65.0 80.0 +65.0 -80,0 +65.0 80.0 +65.0 -80.0 -65.0 .73.9 ® o U7 5 OR 58 1/2"NOM. '-Z Z Equal-lite 31.964 +65.0 $0.0 +65.0 80.0 +65.0 $0.0 +65.0 80.0 +65.0 $0.0 +65.0 80.0 +650 -80.0 +65.0 80.0 GLASS BRE Custom Size 28.131-31.963 +65.0 -80.0 +65.0 80.0 +65.0 $0.0 +65.0 80,0 +65.0 -80.0 +65.0 8D.0 +65.0 $0.0 +65.0 .77.6 EXTERIOR (:J LL - Standard Protiew 25.794-28.130 +65.0- $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 80.0- +65.0 -80.0- +65.0 .80.0 +65.0 •80.0 +65.0 -73.9 _ _ __ Z) 0 Custom Size 24.131-25.793 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 80.0 +65.0 .-80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -727 - -- - - m--_----- N -- 63" Custom Size 22.131-24.130 +65.0 -80.0 +65.0 80.0 +65.0 $0.0 +65.0 80.0 +65.0 -8D.0 +65.0 $0.0 +65.D -78.8 +65.0 -70.5 70-73 ® W 35 OR 58 J Custom Size 20.131-22.130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -BD.O +65.0 $0.0 +65.0 -77.1 +65.0 88.4 at 0 iaarlS Custom Size 18.131-20.130 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65 D -75.4 +65.0 86.5 Z GLASS TYPE 2 rn Custom Size 16.131-18.130 +65.0 -80.0 +65.0 80.0 +65.0 $0.0 +65.0 •80.0 +fi5.0 •80.0 +65.0 -77.1 +65.0 -73.8 +64.7 84.7 _ Q Shortest 13.194'-16.130 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.9 +65.0 -71.8 +65.0 8B.2 +623 823 LLO J O Equal-lite 38.464 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 •80.0 +65.0 .73.9 Z m o Custom Size 36.131-38.463 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 •80.0 +65.0 $0.0 +65.0 80.0 +6SD •79.8 +65.0 -71.6 Q ti 2 Custom Size 34.131-36.130 +65.0 $0.0 +65.0 80.0 +65.0 80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -77.9 +65.0 89.4 L) 76' Standard Proview 30.994-34.130 +65.0 -80.0 1+65.0 1.80.0 +65.0 $0.0 +65.0 •80.0 +65.0 •80.0 +65.1 $0.0 +65.0 -75.4 +65.D -66.5 Q ❑ Custom Size 30.131-30.993 +65.0 80.0 +65.0 -80.0 +65.0 $0.0 +65.0 .80.0 +65.0 80.0 +65.0 -78.9 +65.0 -74.6 +65.0 85.6 aelf zsa0 sapa5 Custon Size j2B131-30.130 +65.0 $0.0 +65.0 -80.0 +65.0 80.0 +65.0 $0.0 +65.0 -79.1 +65.0 -75.3 +65.0 -71.9 +63.8 83.8 Shodest 4•-28.130 +650 80.0 +65.0 -800 +65.0 80.0 +65,0 80.0 +65.0 -75.9 +65.0 -718 +650 -682 +623 82.3 �` LYN2464 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.080.0 +65.0 -80.0 +65.0 -77.9 +65.0 89.4 �`=•rN 10ENSFMY, 31•42.463 +65.0 .80.0 +65.0 •00.0 -65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 •78.9 +fi5.0 -74.fi *65.0 85fi4°-38.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -75.9 +65.0 -71.8 +65.0 -68.2 +62.3 82.3 P: •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIPTOTIP HEIGHT-49.391 =*; No.58705 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 TIP HEIGHT-49.806 _-D MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-46.806ST O E ��l/ 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. /77SS��NA1- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN=ANNEALED 7j/!I I I 11111 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 DESIGNPRESSUREOF-65 PSF.NEGATIVE DESIGN PRESSURES.ARE UNAFFECTED,_ HS=HEAT STRENGTHENED p.E.#MILLER, TABLE 3: 13otwm sash Sash Height Design Pressure(Ibs/ft')for Glass Type 3 Descdption for Given Range Range(in) 710 to Tip Width 18' 25' 33" 1 37° 41" 45' 49' 53-1/8' 24" Equal-lite 12464 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -13D.0 +65.0 -80.0 +65.0 1-80.0 +65.0 -80.0 +65.0 -80.0 13/16"NOM. Equal-lite 15.964 +65.0 -80.0 +65.0 1-80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +85.0 1-80.0 +65.0 -80.0 +65.0 -80.0 -I GLASS STACK 31" Standard Praiew 12.994-15.963 .65.0 -80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 A0.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 .090"PVB Shortest 12.464-12.993 +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 AIRSPACE E 1/8"TP GLASS Approval m conplyieg aith 11.• Equal-lite 19.652 +fi5.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 410.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 A0.0 118°AN GLASS Standard Pro4 w 15.944-19.651 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -81).0 +65.0 -80.0 Ftori 8)ddiag 38-3/13' Custom Size 15.131-15.943 +650 A0.0 +65.0 -BD.O +65.0 -1309 +65.0 BD.O +65.0 -80.0 +55.0 -80.D +65.0 -80.0 +65.0 -80.0 31 75 aOgd a� Custom 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 -80.0 Niae*­ Custom Pruducl trot Shortest 12.464-14.130 +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 -130.0 5®OR SB 112"NOM. Equal-lite 22.964 +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 EXTERIOR GLASS BITE [e Size 20.131-22.963 +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 Standard P-ow 18.594-20.130 +65.0 -80.0 1+65.0 1-80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 1-80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 45" Custom Size 16.131-18.593 +65.0 -80.0 1+65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 $f1.0 70-73 Custom Size 15.131-16.130 +65.0 -80.0 1+65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 X0.1) +61.0 -80.0 5®OR 5B _ Custom sire 14.131-15.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +Bs.D -130.1 +15.1 -80.o +65.0 -80.0 +65.0 -80.0 GLASS TYPE 3 Shortest 12.464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 410.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Equal-lite 24.964 +650 -80.0 +65.1) -80.0 +65.0 1-80.0 -65.0 .80.0 165.0 -80.0 +65.0 •80.0 +65,0 -80.0 +65.0 -80.0 Custom Size 22.131-24.963 +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 Standard Proview 20.194-22.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -Bo, +65.0 -80.0 +65.0 -80.0 � � Y 49" Custom Size 10.131-20.193 +65.0 -80.0 +65.0 -80.0 +65.0 -BD.0 +65.0 -60.0 +65.0 -80.0 +65.0 -130.0 +65.0 -80.0 +65.0 -130.0 W ? (n w O nett Custom Size 16.131-18.130 +65.0 -80.0 *65.0 -80.0 +65.0 -811.0 .fi5.0 -80.0 +fi5.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 O �❑ 10 U Custom Size 14.131-16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -90.0 .- Shortest 12.464-14.130 .65,0 -80.0 +65.0 -80.0 +65.0 -BD.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 }n alo0 O Q Equal-lite 25.777 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 430.0 +65.0 -80.0 *65.0 -80.0 +65.0 -80.0 ?H Custom Size 24.131-25.776 +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.D +65.0 -90.0 Z Z P p J C3 a n W O V tan Proview 20.844-24.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 �D.D +65.0 -8D 0 +65.0 -80.0 +65.0 -80.0 Z li m s Custom Size 20.131-20.843 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 «65.0 -BO.0 +65.0 -80.0 +65.0 -60.0 Z W,- o m v 5/13 Custom Size 18.131-20.130 +65.0 -8D.0 +65.0 .80.0 +65.0 -80.0 1+65.0 -8D.0 +65.0 -80.0 1+65.0 -80.0 +65.0 -80.0 +65.0 -80.0 U U o ®� mo,0 Custom Size 16.131-18.130 +65.0 -80.0 +65.0 .80.0 +65.0 -80.D +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +6SO -80.0 H W 0000 < Q u OMO Custom Size 14.131-16.130 +65.0 is -80.0 +65.0 -8D.0 +65.0 •80.0 +65.0 •80.0 +65.0 430.0 +65.0 •80.0 +65,0 430.0 +65.0 -80.0 '� K 2 m (n Shortest 12.464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 *65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 O Z rn o Z Equal-Ills 31.964 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 .65.D -80.0 V Custom Size 28.131-31.953 +65.0 -80.0 +65.0 430.0 +65.1) -80.0 +55.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 (D UL Prt iew 25.794-28.130 +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 Z UL Custom Size 24.131-25.793 +65.0 -80.0 +65.0 -60.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 430.0 +65.0 -80.0 -= c) 63" Custom Size 22.131-24.130 +65.0 -80.0 «65.0 -80.0 +65.0 -80.0 +E -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ® � LU J Custom Size 20.131-22.130 +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 -78.0 0 Custom Size 18.131-20.130 +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 -75.8 Z a45 Custom Size 16.131"18.130 +65.0 -80.0 +fi5.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -73.8 Shortest 13.194•-16.130 +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 -77.7 +65.0 •71.0 u- ❑ J o Equa14ite 38.464 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Z m Custom Size 36.131-3B.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 w F¢-• Custom Size 34.131-36.130 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 -79.1 V J d N 76' Standard Prouew 30.994-34.130 +65.0 -60.0 +65.0 X0.0 +65.0 X0.0 +65.0 -80.0 «65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -75.8 Q ❑ Custom Size 30.131-30.993 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 430.0 +65.0 -74.8 x1131 .-,sap s��a5 Custom Size 28.131-3 0.130 +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 -72.7 Shortest 26.194•-28.13() +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -77.7 +65.1) -71.0 `` V LyNN'e'. "/- 38.131 � Equal-lite 42.464 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.1 .-' •10EN,p Mid , 8<" Custom Size 38.131-42.463 +65.0 -80.0 +fi5.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.8 a.' L E •:�� �: P Standard Prrniew 34.194'-38.130 +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 -90.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.7 +65.0 -71.0 No.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 !G _ MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 �•`�L rQ^ ��` MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT 48.1306 Q ST TE OF ((7 ` T'•. '•.FCORIDP.•''•\�� 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. qN=ANNEALED ��NAL 1��G�\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. 3)FOR RADIUS TOP WINDOWS,FINE 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,N MIL 705 TABLE 4: TABLE 5: Design Pressure(lbslftz)for Glass Types 4-7 L__ 5/16"NOM. Desi n Pressure for Glass Types 8-15 3/16"AN GLASS 3/16'HS GLASS Bottom Sash Trp To Trp f GLASS STACK Bottom Sash Tip To Tip .090 SG .090"SG Sash Height 118"HS GLASS Sash Heigh DescriptionRaRange(In) Width .090"PV13 Description Ran Range(n) Width 30 3118'A GLASS 00 3/16�H$GLASS for Giron Range 53-1/B" 1/B'H GLASS for Given Range 53-1/e" 26 26 1111 24" Equal-I to 12.484 +65.0 -60.0 30 24" Equal-lite 12464 +60.0 -110.0 12"NOM. 12" M. Equal-lite 15.984 +es.0 :F-0 2B Equal-lite 15.964 +80.0 -110.0 ExTERIOR GLASS BRE EXTERIOR GLASS BITE 12°NOM. 31" Standard Pm,em 12.994-15.963 +80.0 -111D 31' Standard Proview 12.994•15.993 +85.0 -60.0 GLASS BITE Shortest 12.464-12.993 +85.0 -60.0 EXT(E�RIOR Shortest 12.464-12.893 +80.0 -110.0 74 � 7q Equal-lite 19.852 +65.0 -80.0 `i Equal-Ilte 19.652 +80.0 -110.0 34 34 Approved az cumpiyingw'1t5 8- Standard Standard Pm�iew 15.944-19.651 +11.0 -110.0 GLASS TYPE 8 GLASS TYPE 9 Fria 11 Wing qi e Stantlard ProNew 15.944-19.851 +65.0 -800 Data 38.316" Custom Size 15.131-15.943 +85.0 -30.0 34 GLASS TYPE 4 38-3/8" Custom Size 15.131-15.943 +80.0 -110.0 IS v Custom Size 14.131-15.130 +65.0 -80.0 Custom Size 14.131-15.13D +80.0 -110.0 •--� 13116"NOM. 13/16"NOM. - M ml Bade Proddct Contra! ---- Shortest 12.484-14.130 +65.0 -80.0 Shades/ 12484-14.130 +80.0 -710.0 I GLASS STACK GLASS STACK -_ Equal-lite 22.964 +65.0 -80.0 -ai GLA NOM. Equal4te 22.964 +80.0 -110.0 AIRSPACE .090°SG .090"SG ,» r GLASS STACK AIRSPACE Custom Size 20.131-22963 +65,0 -30.0 3116"AN GLASS Custom Size 20.131-22.953 +60.0 -110,0 1/8°ANG 1/8'HS GLASS 1/8'AN GLASS 3/16°AN GLASS Standard PloAew 18,594-20.1301+65.0 -80.0 .090'PV8 Standard ProNew 16.594-20.13D +80.0 -110.0 31 7a *1-- 7445" Custom Size 18,131-18.593 +65.0 -80.01 90LIL 3/16�FW GLA55 45- Custom Size 16.131-18.593 +80.0 -110.0 �,,Cus[om Size 15.131-16.130 *65.0 -80.0 71jCustom size 15.131-16.730 +80.0 -110.0 &R 5 12"NOM �R NOM, cCustom Size 14,131-15.130 +65.0 •80.0 12"NOM. Custom Size 14.131-15.130 +BD.O -110.0 EXTERIOR GLASS BITE EXTERILASS BITE 14Shodest 12.454-14.130 +65.0 -80.0 EXTERIGLASS BITE Shortest 12.484-14.130 +60.0 -110.0Equal-lite 24.964 +65,0 -80.0 Equal-lite 24.964 +80.0 -110.0 Custom Site 22131-24.963 +65,0 -80.0 7q Custom Size 22.131-24.963 +BD.D -110.0 .®OR 5 ®O70.73Standard P-Im 20.194-22130 +65.0 -80.0 34 Standard Pmdaw 20194-22.130 +800 -1100 GLASS TYPE 10 SS TYPE 11 49' Custom Slze 16.131-20.193 +65.0 -80.0 GLASS TYPE 5 49" Custom Size 18.131-20.193 +80,0 -110.0 111 z 00 YY Custom Size 16.131-16.130 +65.D -80.0 Custom Size 16.131-16.13o +DOA -1100 13116"NOM. 13116"NOM. w o Custom Size 10.131-18+130 +65.0 -80.0 Custom Size 14.131-16,130 +80.0 -110.0 F� 1-- .,.1 13/16"NOM. GLASS STACK GLASS STACK ¢ V Q P Shortest 12.464-14.130 +85.0 -00.0 I GLASS STACK - Shortest 12464-14.730 +BO.D -110.0 .040'Sr, .090"SG Q r0 H m O U) `- Equalaite 25.777 +65.0 -80.0 .090°PVB 'm Equal-lite 25.777 +Bo.O -1100 AIRSPACE AIRSPACE �-'n o a1o0 Q S n AIRSPACE = 118"TP GLOf ASS 1I8'HS GLA5S 7/8°TP GLASS (:1 N ?h O Custom Size 24.131-25.776 +65.0 -80.0 Custom Size 24.131-25.776 +80.0 -110.0. 3116"AN GLASS 3/16"ANG 1!8'AN GLASS Q m ~w U Z Standard PrWew 20.844-24.130 +65.0 -60.0 o Standard Pro%im 20.844-24.130 +60.0 -110,0 31 74 31 74 Q J O W O Custom Size 20.137-20.843 +65.0 -80.0 71 74 Custom Size 20.131-20.843 +80.0 -110,0 lL O O F 50-war 56-5/8' OR 5B 5 OR 5 Z (p m U h Custom Size 18.131-20.130 +65.0 -80.0 Custom Size 18.131-20.130 +80.0 -110.0 ® 1/7'NOM. ® 12"NOM. =111 o C7 J 4 f� oR 12'NOM. EXTEa10R GLASS BITE EXTERIOR GLASS BITE U Custom Size 16.131-18.130 +65.0 -60.0 Custom Size 78.131-16.730 +80.0 -110.0 11 Custom Size 14.131-16.130 +65.0 -80,0 EXTERIOR GLASS BITE Custom Size 14.131-166130 +810 -110.0 a a W < Q p 'MO Shortest 12.464-14.130 +65.0 -80.0 � Shortest 12,464.14.130 +80.0 -110.0 70.73 70.77 C3 w a F Equal48e 31.1784 +65.0 -60.0 70.77 Equal4lte 37.ee4 +BO.D -110.0 ®oR 5 GLASS TYPE 12 ®OR 58 GLASS TYPE 13 O Z v Z Custom Size 28.131-31.963 +65.0 -800 ®oR 5 GLASS TYPE 6 Custom Size 26.131-31.963 +60.0 -110.0 Standard �- Prrniew 25.784-28.130 +65.0 -80.0 Standard ProNew 25.780.26.730 +60.0 -710.0 Q LL om Size 24.131-25.793 +65.0 -80.0 Custom Size 24.131-25.793 +00.0 -110.0 13/16'NOM. 13116"NOM. n CustQ GLASS STACK - GLASS STACK Custom Size 22131-24.130 +65.0 -60.0 73/16"NOM. 63" Custom size 22.131-24.130 +80.0 -110.0 -- � _ 'Q .090"SG .090"SG W Custom Size 20.131-22.130 +65.0 -60.0 I GLASS STACK Custom Size 20.137-22130 +80.0 -110.11 AIRSPACE AIRSPACE ® -1 Custom Size 18,131-20.130 +65.0 -80,0 AIRSPACE .090"PVB Custom Size 16.131-20.130 +80.0 -110.0 3/16"AN GLASS 1/8`HS GLASS 3/16"TP GLASS 118"HS GLASS Q Custom Size 16.131-16.130 +65.0 -80.0 3/16"TP GLASS Custom Size 16.131-16.130 +80.0 -110.0 Z 7aaV5 118"AN GLASS U) Shortest 13.194'-16.130 +65.0 -80.0 31 Shortest 13,184'-18.130 +80.0 -110.0 31 tq 31 7d Equal-lite 38,464 +85.0 -80.0 74 Equal-lite 36,464 +80.0 -110.0 �OR 5 ®OR 5 LL W Q 12°NOM. 12"NOM. Custom Size 36.131-30.463 +65.0 -80.0 ®oR SB 12"NOM, Custom Size 36.131-38.483 +60.0 -110.0 EXTERIOR GLASS BRE FXTERXIR GLASS BRE O Z ca O Custom Size 34.131-36.130 +65.0 -60,0 EXTERIOR GLASS BITE Custom Size 34.131-36.130 +BD,O -110.0 a C Q t` 76" Standard Prodew 30.984-34.130 +65.0 -80.0 76" Standard PmNew 30,994-34.130 +80.0 -110,0 = Custom Size 30.131-30.993 +65.0 -800 Custom Size 30.131-30.993 +80.0 -110.0 ®OR 5 70.73 ®DR 5 7473 U ¢ Q Custom Size 28.131-30.130 +65,0 -60.0 5®OR 58 7473 Custom Size 28.131-30.130 +80.0 -110.0 GLASS TYPE 14 GLASS TYPE 15 01711 �sap saua5 Shortest 26.194'-28.130 +65,0 -60.0 GLASS TYPE Shortest 26.194'-28.130 +60.0 -110.0 EquaHite 42484 +65.0 -60.0 EquaHite 42.484 +80.0 -110.0 ♦♦�`��Ny LYNI(I77�'�, 84' Custom Size 38.131-42463 +65.0 .80.0 84" Custom Size 36.131-42463 +60.0 -110.0 ♦ ,10•......•,• Standard P-4VI 34.164--38.130 +65.0 •80.0 Standard PrOJw I 34.tB4--38.130 +60.0 -110.0 `�[,�• �10ENS,F •.�� •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 MINIMUM SASH HEGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 No.58705 1; MINIMUM SASH 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 _"O 1 O ATE OF �1 2)FOR SIZES TIP TO TIP NIOT SHOWN,ROUND MENSIONS SHOWN.FOR INTEGTHE NEXTFIN AND AVAILABLE AL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 7/S��NAL SIZE. %%%\♦`♦ -AN=ANNEALED Illi 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 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 A.LYNN MILLER,P.E. --- - - ---- --RE.058705-- TABLE 6: Anchor Quantities Required for To Width "Through-Frame"Installation 1B° 26' 33" 37' 41" 45' 49" 53-118' uSin Glass T SI-7 Jamb Jamb Jamb Jam Jamb Jamb Jamb Jamb a � K o: K � ` K q^ ` a e: a Bgltom Sash 2 M a ', m S n -;--i g m Oestri wn Basn Hetgnt 3 `$ m m m 9: s� ' Range(In) a x z z x o x G x" n o TABLE 68' for Given Range ¢ m ¢ m ¢ m ¢ as m ¢ m ¢ m ¢ m 24' Eguabtite 12.464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 7 2 2 1 2 2 Glass Descdp0on(Listed from Exterior to Interior) EquaNite 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 - approved 42 .00-19.1114 b+ 31" Standard Prodew 12.994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 17 'AN,.090"PVB, AN (Tnsld•il!•sidin);G Shortest 12.464-12,993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3l16"LIG:1!8"AN GAP,AIRSPACE,118"RN,.090"PVB,1!8"AN V:eo 100 �* .Equal-lite 19.652 2 2 1 2 2 7 2 2 7 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 13116"LIG 118"TP CAP,AIRSPACE,116"AN,.090"PVB,118"AN Niamt we?redaet Control- - Standard Pusiew 15.944-18.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 118'HS,.090"PVB,118"HS 38als* Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 1+2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 5 3116"AN,.090"PVB,3115'AN Custom Size 14.131-15.134 2 2 t 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 13115'LtG:3116"AN CAP,AIRSPACE,1!8"AN,.090"PVB,t/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 2 2 7 13/16"LIG:3116"TP CAP,AIRSPACE,118"AN,.090"PVB,1W AN Equal-lite 22.964 2 2 1 2 2 7 2 2 1 2 2 2 2 2 2 2 212 2121212 2 2 Custom Size 20.131-22,963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard Proiiew 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 2 2 ' 45' Custom Size 16.131-18.563 2 2 1 2 2 7 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 15.731-16.t30 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ' 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 _ t 12.464-14.130 3 2 t 3 2 t 3 3 2 2 2 T 3 2 2 3 2 2 3 2 2 11J z Equal-lite 24.964 2 2 1 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ize 22.131-24.963 2 2 1 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 u) O O •rat{ (w(44 Standard Prorlew 20.194-22,13D 2 2 1 2 2 1 2 2 7 2 2 2 2 2 2 2 2 2 2 1�o C3 co d9' CUetom Siza 18.731-20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 } ro3❑ al°G Q Custom Size 16.131-16.130 3 2 1 3 2 1 3 2 1 3 2 21T 2 2 3 2 2 3 2 2 3 2 2 0.12'rN a,e U) Z Custom Size 14.737-18,130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 M 1"¢ 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 2 3 2 2 LL p !f W O Z !p o a, r ti Eq.w-fit. 25.777 2121 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 '2 2 2 2 LLj nCustom Size -24.131-25.778 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 U O to umo p ILeN Standard Pro iew 20.844-24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1--W 4n¢ d SMO 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 F 50-518" Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 t 3 2 2'T 2 2 3 2 2 3 2 2 3 2 2 O O Z Custom 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 V � r- 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 Z M LL 2 2 3 2 2 3 2 2 -___ „M_, Equai4ite 31.964 -2 3 1 2 3 1 3 3 1 3 3 2 3 3 2 3 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Shortest 12.464-14.130 3 2 1 3 2 Custom Size 28.131-31.883 3 3 1 3 3 1 3 2 3 3 2 3 3 2 N Standard Provew 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 a Z Z Iaa4S Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 21-3 2 2 3 2 2 Z 83' CUatom Size 22.131-24.130 3 2 1 3 2 1 3 2 1 312 2 3 2 2 3 2 2 3 2 2 3 2 2 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 W O 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 2 2 O Z 0 C3 Custom 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 ILu r U = Shortest 13.194'-16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 U S Z EqueHite 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size 36.131-38463.3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 ant 'asap saua5 Custom Size 34,131-26.130 3 3 1 3 3 1 3 3 1 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 76" Standard Prodew 30.894-34.130 3 3+1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 `11.11`1,1 i I t i 7 7 771 Custom Size 30.131-30.993 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 \\\\ t..`Y +y \ ....-....- lyf Custom Size 28.131-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 \�'��'•''�1GENSF �a/t�rA Shortest 26.194'-28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 3 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, Q: '•� Equel-lite 42.464 3 a 1 3 a t 3 4 1 3 4 2 3 4 2 3 a 2 3 a z a 4 2 SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE No.56705 ' EIV Custom Size 38.131-42463 3 4 1 3 4 t 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 -* WINDOW SIZE. 1/l Standard Prodew 34.194'-36.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 �pj "MINIMUM SASH NEdGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 .2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SIZE. T OF MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48,391 1%11,•, A OF MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO T!PHEIGHT-49.806 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE �(\ •,FLOR%Dp'. 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. rr�SS/ONAI.. 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN 7/I,,til 1 11111 PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A.LYNN MILLER,P.E. TABLE 7: Anchor Quantities Required for Tip to Tip Width "Through-Frame"Installation 18' 111 25" 33" 1 37" 41 45" 49" 53-1/8" using Glass Tvves 8-15 Jamb I Jamb Jamb Jamb Jamb Llamb Jamb Jamb Bottom Sash m�0' os Sash HeightDescdPtion9 () a 3 Ran e mfor Given Rangem¢ m ¢ m ¢ ¢ m m ¢ m ¢ m TABLE 78: 24" Equal-lite 12.464 1 2 1 1 2 7 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Glass Equal-lite 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 Description(Listed from Exterior to Interior) Appuvvad ascomplyhgVAdYd tis 31" Standard Prodew 12.994.15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 Type FU Bpirkins oitr �Q Shortest 12,464.12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 8 3/16"AN,.090"SG,3/16"AN COAG �L.[,�.���pO Equal-lito 19.652 2 2 t 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 9 3116"HS,.090"SG,3115'HS Nf8fII1 rYmBaACA -' Standard Promew 15.944-19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 10 13/16"LIG:118"AN CAP,AIRSPACE,1/8"HS,.090"SG,1/8"HS - - 38-3/8" Custom Size 15.131-15.943 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 13/16"LIG:1/8"AN CAP,AIRSPACE,3116"AN,.090"SG,3116"AN Custom Size 14.131-15.130 2 2 7 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 13116"LIG:1/8"TP CAP,AIRSPACE,1/8"HS,.090"SG,1/8"HS Shortest 12.464-14.139 2 z 1 2 2 1 2 2 1 2 2 z 2 2 2 2 2 2 2 2 z 2 z 2 13 13115'LIG:1/8"TP CAP,AIRSPACE,3115'AN,.090"SG,3/16"AN Equal-lite z2.9s4 2 2 1 2 2 t 2 2 1 2 2 2 2 2 2 2 2 2 2. 3 2 2 3 2 14 13115'LIG:3/16"AN CAP,AIRSPACE, 1/8"HS,.090"SG,118"HS Custom Size 20.131-22.963 z 2 1 2 2 1 2 2 [ z 2 2 2 z z z z 2 z 3 z z 3 z 15 13/16"LIG:3116"TP CAP,AIRSPACE, 1/B"HS,.090"SG,1/B"HS Standard ProHew 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" Custom Size 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 a Custom Size 75.131-16.130 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 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 _ 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 z m Y Custom Size 22.131-24.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 > - N o as Standard ProHew 20.194-22.130 2 2 7 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 � � 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 0 CS U) r- Custom 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 3 0 C4 'o m °700 w Q 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'a m O �, w 1n t Shortest 12.484-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Q J O d y _ W ,Ep 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 Z LL o S !` 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 =W ¢ 78 n o Standard Prouew 20.844-24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 W U DD ©� J 0'0 oN 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 3 3 I-W V ¢ Q CMO 50-5/8" 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 .-. F- V Custom 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 3 3 2 3 2 ' 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 J 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 Z Q 1L Equal4ite 31.964 _ 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 -2 2 3 -2 2- 4 3 - - - - ------- -_ -H -Custom Size 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 LU ® J Standard ProHew 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 2 Z Q 74445 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 F=- 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 Q 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 3 4 3 3 p = d' 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 z n Shortest 13.194--16.130 4 2 1 4 2 1 4 2 1 4 2 2 7-2 2 4 2 2 4 2 3 4 2 3 W U = Equal-lite 38.484 ti 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 U J Z f/) Custom Size 36:131-38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 1 3 4 2 3 4 3 3 4 3 a7QjrJ -osaa0 sauaS Custom Size 34.131-36.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 76" Standard Pradew 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 Custom 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 ��WW1W`1(tLYN 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 \,.��pN,,.....IV4 Shortest 26.194'-28.130 4 2 1 4 2 1 4�4_ 1 4 2 2 4 3 2 4 3 2ff 4 3 3 WGENg• Equal-lite 42.464 3 g 1 3 4 1 3 1 7-77 3 4 2 3 4 2 3 a 2 3 5 3 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, 1" P94" Custom Size 38.131-a2.as3 3 q 1 34 1 3 1 3 4 2 3 4 2 3 4 2 4 5 3 SUBTRACT1"FROM THETIPTOTIP DIMENSION INTHETABLETO DETERMINETHENo.58705 WINDOWSIZE. _andProwew 34.194'-38.130 4 3 1 4 3 1 4 7 4 3 2 4 3 2 4 4 2 4 4 3 - •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SIZE. _- MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 3 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.606 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE 0 S T F !(� T MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT•46.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. %�S •.F(ORIDP,•''G\�� 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN '7;,,/10 VAI-EN��\ PRESSURE OF.65 PSE.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A LYING MILLA'P.E. INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE1QMI J OPTION 1 EDGE DISTANCE:r --r———— ————— EMBEDMENT SEE NOT . SSH MBEDMENT ANCHOREDTHROUGH 4"MAX SHIM FRAME INTO 2X WOOD 1/4"MAX SHIM FRAME OR BUCKSTRIP EMBED- 4 ASH VISIBLE 17 SEE NOTE 2,THIS SHEET. = I GE Apprwd u t-moying Rb tw MENT ED LIGHT WIDTH o DIST C DIS NCE Gam 1/4"MAX SHIM o 19 FIXED VISIBLE ".Zn;33Atpr&duct at" 02 27 LIGHTWIDTH 1 SEETAOLE Aln NOTE B, 'EA.=FOR 30 18 TYPE TYP.ANCHOR TYPE, 44 FIXED EMSEDMENTAND VISIBLE EDGE DISTANCE PER LIGHT SUBSTRATE,SEE31 5 OR 58 HEIGHT TABLE S. TIP TO TIP WIDTH TYP.ANCHOR TYPE, 32 EMSEDMENTAND d EXTERIOR EDGE DISTANCE PER w 9 CO TYP.ANCHOR TYPE, HORIZONTAL SECTION A-A SUBSTRATE,SEF 6 3: 45 EMBEDMENT AND EDGE ID TABLE8. w Lm "t 0 DISTANCE PER SUBSTRATE, u1 y> 0 14 SEE TABLE 8. 1/4"MAX.SHIM 6"4 of 0 VISIBLE LIGHT FORMULAS: to t CO Z C) DADE APPROVED MULLION,FBC (SHOWN FOR HI-RISE SILL:SEE 0 LU Z 46 55 COMPLIANT ALUMINUM/STEEL FRAMING SHEET 9 FOR STANDARD SILL) z 43 OR STEEL STUD.MAY BE VERTICAL OR 2 LLi TIP 13 HORIZCNTAL.SEE SUBSTRATE WIDTH C)o 6 a t TO PROPERTIES.TABLE 8. @ SASH FIXED LITE:TIP TO TIP WIDTH-512" TIP USE EITHER 1 LU :, HEIGHT 63 SWEEP LATCH @ > . A 0. MID SPAN OR 2 HEIGHT(EQUAL-LITE) BOTTOM LOCKS TIP TO TIP HEIGHT12-3.73' 2 m O z INSTALLATION HEIGHT(PROVIEW) z SASH OPTION 4@FIXED LITE:TIP TO TIP HEIGHT12-3.78" 0 VISIBLE LIGHT ANCHORED THROUGH @SASH:TIP TO 71P HEIGHT/2-11.93" x z p­ OJL uJ HEIGHT FRAME INTO METAL —1 HEIGHT(CUSTOM SASH) HEIGHT-3.55" (D @FIXED LITE:TIP TO TIP HEIGHT-SASH HE Z @SASH:SASH HEIGHT-4.60" Lij U) < < EXTERIOR TABLE 8: (J z Mn.Edge Mi. Lu C� 33 Anchor Substrate NOTES:: 0 z 10 Distance 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON ::) -, 5 co 15 P.T.Southern Pine{SG 0.55) 9/16" 1-3/8" TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY < u- OPTIONAL HI-RISE #12 Steel, , m,6063-T5 dn. 3/81, O.D63" INSTALLATION OPTION SHOWN MAY BE USED ON ANYSIDE OF I"WEEP 42 SILL SHOWN.SEE 18-8 or 410 Aluminum, THE WINDOW. SHEET 10 FOR A36 Steel y811 0.063" NOTCHAT STANDARD SILL. SS-SefeW EACH END Steel Stud,Gr.33 Mn. 3/8" 0.045"(18 Ga) 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE LYN 114"MAX. B.ALL WOOD SUCKS LESS THAN 1-1/2"THICK ARE TO BE SHIP I Concrete(min.3.35 ksi) 1-314' CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKSARE OPTIONAL 1/4"410 SS, Ungrouted CMU,(ASTM C-90) 2-112" 1-114, IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS t.F DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS NO:58705 r I.- P.T.Southern Pine(SG 0.55) 1 1-316' (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER J/ Concrete(min.2.85 ks!) 11. 1-3/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND NO ANCHORS • 114"'Steel 1/4'Steel -90) 2-1/2" 1-14' INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR REQUIRED IN U ... Ungrouted CMU,(ASTM C ARCHITECT OF RECORD. 0, Uftracon ;%. FLANGE OR P.T.Southern Pine(SC-0.55) EQUAL-LEG IORIO;' LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO FRAME SILLS • A)MIN,OF 3 THREADS BEYOND THE METAL SUBSTRATE, �e,� B)USE ONLY FLATHEAD ANCHORS IN JAMBS,PAN/HEX/FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. C)'UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A.LYNN MILLER,P.E. INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX OPTION 1 EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. ANCHORED THROUGH r 7 T—_, SEE NOTE 2,THIS SHEET. FRAME INTO ZX WOOD l EMBEDMENT EMBEDMENT FRAME OR BUCKSTRIP. ( r + � 1/4"MAX SHIM 1/4"MAX SHIM? —+I e SEE NOTE 2,THIS SHEET. EMBED- I I.� SASH VISIBLE MENT EDGE , I LIGHT WIDTH a EDGE AppFved za rnmptyingwub Cb, �L DISTANCE DISTANCE FIDA U ye 114"MAX SHIM 19 Dk1c 40Ati '#¢a�l'JaJe Frmdc oWmt ----1'--J ,e LIGHT WIDTH /) •' - SEETABLE - yYl 3 NOTE B,FOR30 - 18 HEAD TYPE FIXED TYP.ANCHOR TYPE, 44 VISIBLE EMBEDMENTAND ,• _ LIGHT EDGE DISTANCE PER , SUBSTRATE,SEE HEIGHT TABLE 8. 31 5 REO 6 i BUCK WIDTH - I TYP.ANCHORTYPE, ..J..JJ 32 EXTERIOR EMBEDMENTAND z C Y TYP.ANCHOR TYPE, HORIZONTAL SECTION A-A EDGE DISTANCE PER W — U) 45 EMBEDMENT AND EDGE SUBSTRATE,SEE w o 3: o DISTANCE PER SUBSTRATE, TABLE 8. ¢o Oof0 14 SEE TABLE 8. in a o0 O 1/4"MAX.SHIM VISIBLE LIGHT FORMULAS: p v F w I O 46 55 (SHOWN FOR HI-RISE SILL;SEE J o 2 m Z o 43 SHEET 9 FOR STANDARD SILL) Z W m s W C) 13 DADE APPROVED MULLION,FBC 2 lyj BUCK COMPLIANT ALUMINUM/STEEL FRAMING WIDTH V L) HEIGHT 83 USE EITHER 1 OR STEEL STUD.MAY BE VERTICAL OR @ SASH 8 FIXED LITE:BUCK WIDTH-4.12" H z Co i a J uM 0 oN SWEEP LATCH @ HORIZONTAL.SEE SUBSTRATE W R Q JMO MIDSPAN OR 2 PROPERTIES,TABLE 8. HEIGHT(EQUAL-LITE) > i BOTTOM LOCKS BUCK HEIGHT2-3.23" Z o Z SASH INSTALLATION HEIGHT(PROVIEW) U 0 VISIBLE EQUAL OPTION 4 @FIXED LITE:BUCK HEIGHT2 t 4.28" Z Z LL LIGHT - - LEGIBOX ANCHORED THROUGH@SASH:BUCK HEIGHT2-11.43" � O O -- HEIGHT FRAME FRAME INTO METAL F Co ® N W U SHOWN HEIGHT(CUSTOM SASH) J @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" �W�/� Z r 7aa45 EXTERIOR TABLE 6: @SASH:SASH HEIGHT-4.60" � � X , LL W Q 33Anchor Substrate Min.Edge Min.Embedment NOTES: � Z 12 Distance W g j = 15 P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON U J C3 y OPTIONAL HI-RISE #12 Steel, TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY ¢ W 42 SILL SHOWN.SEE 18-8 Or 410 Aluminum,6063-TS min. 3/8" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF ail! LU sagas 1"WEEP SHEET 10 FOR A36 Steel 3/8" 0.063" THE WINDOW. NOTCH AT STANDARD SILL. SS Screw EACH END Steel Stud,Gr.33 min. 318" 0.045" 18 Ga 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1/a"MAX. p�Y LYN/v SHIM Concrete(min.3.35 ksi) 1" 1-3/4° B.ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE �` '0 , 1/4"CreteF SS CONSIDElex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" F UNLIT IISRINSTALED 1X LED DIRECTLY TO SUBSTRATENS.1X WOOD .WOOD BUCKS KS ARE NAL t,•''L10EN S P.T.Southern Pine(SG=0.55) 1" 1-3/8" DEPICTED AS 2X ARE 1.12"THICK OR GREATER.1X AND ZX BUCKS No.58705 NO ANCHORS (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER _ REQUIRED IN Concrete(min.2.85 k51) 1" 1-3/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND — 1/4"Steel FLANGE OR s Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR 'O pVv :.>Y EQUAL-LEG UltraCOn ARCHITECT OF RECORD. o FRAME SILLS P.T.Southern Pine(SG=0.55) 1" 1-318" n lV • a " A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS •'•F<0RIO _ P,••' ��� j 8)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAN/HEX/FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. �sS ..... VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. /JZONAL IE C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A.LYNN MILLER.P.E. _P E.# _ -_ INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES_ EDGE EDGE DISTANCE DISTANCE EMBEDMENT 17 EDGE => DISTANCE IA'MAX SHIM SASH VISIBLE 1/4"MAX SHIM 111111 LIGHTWIDTH EMBEDMENT 19 Uz D.*"radisd 114 MAX EMBEDMENT SASH LIGH Wl T 16cowt.11 -04- FIXED VISIBLE lt'-� IL LA SHIM LIGHTWIDTH T (30 18 \�TYP.ANCHOR �j NT ANTYPE EMBEDMENT DED6E FIXED DISTANCE PER SUBSTRATE, C-14 VISIBLE SEE TABLE 9. LIGHT HEIGHT 31 5 OR SB (5 BUCK WIDTH rp 32 TYP.ANCHOR TYPE, HORIZONTAL SECTION C-0 G� LLI 3 EMBEDMENT AND ANCHOR > - 45 DISTANCE PER SUBSTRATE,SEE TABLE 9.(MAIL SHOWN) DADE APPROVED MULLION,FBG 0 COMPLIANT ALUMINUM/STEEL FRAMING 0 C'4 0 14 1/4"MAX.SHIM OR STEEL STUD.MAY BE VERTICAL OR 0,-) 03 z HORIZONTAL.SEE SUBSTRATE d-j 0 Z C' PROPERTIES.TABLE 9. VISIBLE LIGHT FORMULAS: z IL ''u r'- =LLi -To- [-- 43 (SHOWN FOR STANDARD SILL;SEE C)C) ""Cl BUCK13 SHEETS 7 OR 8 FOR HI-RISE SILL) LI 2 =1 J LLJ HEIGHT 63 USE HER 1 #10 OR#12 STEEL WIDTH CD> @ SASH&FIXED LITE:BUCK WIDTH-4.1 Z' Oma SWEEP LATCH @ SELF DRILLING ;� MIDSPAN OR 2 46 55 U, BOTTOM LOCKS SMS'(G5),SEE TABLE 9. Z HEIGHT(EQUAL-LITE) Z SASH BUCK HEIGHT/2-3,23P Z 0 0 u- -:3- VISIBLE INSTALLATION - x E Grn M IS -HT OPTION 7 HEIGHT(PROVIEW) HT12+4.28" up U-1 • LK HEIGHT @FIXED LITE SUCK HEIGHT/2+4.28" U) ANCHORED THROUGH @SASH:SUCK HEIGHT/2-11.43" p X INTEGRAL FIN INTO METAL = Z Z HEIGHT(CUSTOM SASH) Fj fn E @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" n -, STANDARD SILL @SASH;SASH HEIGHT-4.60" p :3 < c:> EXTERIOR 16 SHOWN.SEE Z W p 33 PREVIOUS SHEET 5 W I- a FOR OPTIONAL v U) 1"WEEP 42 HI-RISE SILL, < - NOTCH AT -fP1--.0 s...Sl i TABLE 9: NOTES: EACH END 114"MAX ub te Min.Edge Min. SHIM Anchor Substrate Distance Embedment 1)USE ONLY SUBSTRATE-APPROPRIATE C,�k�LyNiv In �=1.55) 5116' 2A38 ANCHORS LISTED ON TABLE 9.FOLLOW TTT -1/2'x.113'Box Nail P.T.Southern Pin I .. - EMBEDMENT AND EDGE DISTANCE LIMITS,ANY 2-1/2"X.131"Common Nail P.T.Southern Pine(SG=0.55) 3/8 2.438 INSTALLATION OPTION SHOWN MAY BE USED TYP.ANCHOR TYPE, 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 , 2II2' 145'RoofingNail x.- P.T.Southern Pine(SG=0.55) 3/8" 2.438 0 EMBEDMENT AND EDGE EDGE DISTANCE2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO .0 DISTANCE PER SUBSTRATE, P.T.Southern Pine(SG=0.55) 1/2" 1.375 1 REFERRED TO AS DAYLIGHT OPENING)IS S-)3 #10 Steel Trusshead Screw or 0MEASURED FROM BEADING TO BEADING, • S SEE TABLE 9. 0.125"Aluminum,6063-T5 min. 5/161, .125 EMBEDMENT (SCREW SHOWN) #12 Steel,18-8 or 410 SS 0.050"A36 Steel 51161, 0,05 Screw VERTICAL SECTION D-D 1 0.045"(18 Ga)Steel Stud,Gr.33 min. 5/16" 0.045 A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. A,LYNN MILLER, IFF 2.560" - 3.185' 2.060- 6,3 185" 1 1�125"2.848" 06z, 2.848" .062' 2.112" 2,848" 2.72,v*** 062' 2.724" 2.724" Ill i I ,*Florid 'Adhq R---JL-jl- -062 .062" 0 H FLANGE FRAME HEAD INTEEADGRAL FIN FRAME (D FLANGE FRAME JAMB EQUAL LEG FRAME HEAD RAL FIN FRAME EQUAL LEG FRAME JAMB JAMB INTEG 2.798" 2.798- 2.798" 2.798" 2.798" 2.798" co W> 508" 4.133" E2.841" C) (D 0 7 .062" .062" X62" .062^ .062" .062" >- apo < I oz Uj 0 --T I.iij is g Z- m LU - 1.125" L)() a (D FLANE FRAME SILL EQUAL LEG FRAME w- C;Or FLANGE FRAME SILL EQUAL LEG FRAME SILL 0S I-- 2 I (D HI-RISGE T ILL HI-RISEFRAME o> Oe INTEGRAL SAL FIN FRAME SILL t I INTEGRAL FIN FRAME z 2.273" SILL HI-RISE ILL z 0 1.300" 2.273" =)- - c� SILICONE HOT-MELT BUTYL x - ; I - .170" Kl� LLI rn STRUCTURAL "NOM. STRUCTURAL 3116"NOM. -i POLYISOBUTYLENE_ 114 (9 - 2.772" WITH SILICONE z co 2,211 2,105" 12" DESICCANT FOAM WITH DESICCANT z 2.150!' 1,235" 0 .062" EXT.GLASS (D Co. L EXT.GLASS HD' JE ,�T I It alNT,GLASS INT. C) 1.300" 1.300" 1.300" LU .062r, -4- KODISPACE 4SG TPS SUPER SPACER'NXT sa a SASH BOTTOM RAIL- a (a SASH TOP RAIL FIXED MEETING RAIL HI-RISE ttl SASH BOTTOM RAIL SASH SIDE RAIL %11111 11771 err Mf r ALUMINUM DESICCANT atv,LyNj.V POLYISOBUTYLENE SEAL \.LC S,� REINFORCEMENT kL 511&'NOM. 1,446" - .634" .465" 617 SILICONE SEAL 1.522" - 040" =,=D No.58705 L F BUTYL& ST, L .802 1 627"L DESICCANT I== FOAM F EXT.GLASS EXT. % SAT OF 802" -;;3 .813" IWO` .045" .050' INT.GLASS INT.GLASS 17,,�ON- GHEAD ANCHOR IG BEAD IG SNAP BEAD (E)S/16"LAMI BEAD 7/16"LAMI BEAD A�- COVER G SASH STOP COVER 72 DURASEAL'SPACER XL EDGEnSPACER "lliIII00 A LYNNMILLER.P.E. PE.#58705- TABLE 11' Em PGT Part# Description Material 51 ASSEMBLY DETAILS FOR 1 1 642001 1 Head,Flange Alum.6063-T6 FLANGE FRAMES 2 624017 Head,Integral Fin Alum.6063-T6 (OTHER FRAME TYPES SIMILAR). 3 624028 Head,Equal-leg Alum.6063-T6 a 4 624004 Jamb,Flange Alum.6063-T6 4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063-T52 1 4 5 624020 Jamb,Integral Fin Alum.6063-T6 51 1PPro.e1 as mmPlyiag a11a u> 5A Jamb,Integral Fin(Used For Alternate Radius Top Head) Alum.6063-T52 Rork, B):igRduct � I 6 624031 Jamb,Equal-leg Alum.6063-T6 Oak va:.# 6A Jamb,Equal-leg(Used For Alternate Radius Top Head) Alum.6063-T52 q0 HEAD wnaad D" CaM m 7 624002 Sill,Flange Alum.6063-T6 8 624018 Sill,Integral Fin Alum.6063-T6 INTERIOR 9 624029 Sill,Equal-leg Alum.6063-T6 41 10 624003 Sill,Hi-Rise,Flange Alum.6063-T6 JAMB 11 624019 Sill,Hi-Rise,Integral Fin Alum.6063-T6 0 12 624030 Sill,Hi-Rise,Equal-leg Alum.6063-T6 "- 13 624006 Sash To Rail 4 14 a P Alum.6005A-761 14 624005 Fixed Meeting Rail Alum.6005A-T61 INTERIOR 15 624012 Sash Bottom Rail-Hi-Rise Alum.6063-T6 JAMB 11 16 624068 Sash Bottom Rail Alum.6063-T6 W z ao Y 17 624007 Sash Side Rail Alum.6063-T6 > w 18 624051 Head Anchor Cover Alum.6063-T6 FIXED MEETING RAIL O �o o O 19 624015 Sash Stop Alum.6063-T6 25A 624009 IG Bead Alum.6063-T5 O N z y "'a Ir QO 25B 624011 IG Snap BeadAlum.6063-T5 JO Z Z 26 624013 5116"Lami Beading Alum.6063-T6 Z LL m m i LU o 27 624025 nts"Lami Beading ° SASH BOTTOM RAIL �L ®a e Alum.6063-T6 =u i 30 6TP247 Glazing Bead,Bulb Vinyl for#624023 Vinyl SASH W— co j J E2111 .oN 31 6TP248 Glazing Bead,Bulb Vinyl for#624009&#624011 Vinyl4 SIDE 16 ~o LU � G¢ Q Srnn 32 724046 Sweep Latch(@ Top Rail) Cast Zinc r- v i 33 624049 Bottom Latch(@ Sill) Alum.6DB3-T6 J,4MB RAIL z 0 _z _ 34 Setting Block(1/8"X 112"X4") Neoprene O rn Z _j LL 35AIG Setting Block(118"X3/4"X4") Neoprene � O 358 724014 IG Snap Setting Block Vinyl = H 36 724044 Bottom Rail Weatherstrip Extension 17 ® m j 0 37 724053 Sill Gasket Polyethylene # (7 = Z Ill I+3vs 38 724054 Sash Top Rail Gasket 37 Polyethylene to Z 39 724055 Sash Bottom Rail GasketPolyethylene < g 40 724057 Head Gasket Polyethylene O Z C) 0 41 724063 Meeting Rail Gasket Polyethylene °5 r— 42 61226D Sash Bottom Rail Bulb Vinyl 39 INTERIOR O _j O Polyethylene 43 Weatherstrip,.270"x.187",Fin Seal(@ MR) Q m 44 67S16G Weatherstrip,.170"X.270",Fin Seal(@ Sash Side Rail) allyosap saua5 45 Weatherstrip,.170"X.18T',Fin Seal(@ Top Sash Rail) 111111 I I I r I l,� 46 varies Balance with Cover&Trim Rigid Vinyl �vvv LYN SILL TABLE 10:MATERIAL PROPERTIES USED N� N l 1i 51 781 PSQX #8 X 1"PH SMS(Assembly) Stainless Steel 51 ••.•••••'••�� 55 7834AA #8X3/4"Ph.PN SMS Balance FOR ANCHORAGE CALCULATIONS: 't�,'•�1GENSF ••���i (Balance) Stainless Steel 7 Material Min.F, Min.F. 63 - Alum.Screen with Fiberglass Mesh Varies Steel Screw 92 ksi 120 ksi No.58705 =_ 70 - Kommerling Kodispace 4SG TPS INTERIOR 1"Screw 60 ksi 95 ksi _—*• *__ See Sheet 71 - Quanex Super Spacer nXT _ 410 Screw 90 ksi 110 ksi 72 - Quanex seal Spacer 10 for P A. Elco UIIraCon@ 155 ksi 177 ksi FF.'. Materials NOTES: �� SA <Ij73 - CardinalXLEdgeSpacer 410 SS Elco CreteFlex@ 127.4 ksi 189.7 ksi ' 'n •• 74 - Dow 791,099 or GE 7700 Backbedding Silicone 6063.75 Aluminum 16 ksi 22 ksi ',�S •• ....• C7\� 1)ALL CORNERS TO USE GASKET ANDlOR SEALANT. A36 Steel 36 ksi 56 ksi ":,`s/ONAL a:"I 2)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. Gr.33 Steel Stud 33 ksi 45 ksi 1111 1 1 1 11111 A LYNN MILLER,P.E. P.E.#58705 - --