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Product Approval
2 /l© RPWEWED FD MIAM I•DADE CODE COMPLOANCE MIAMI-DADE COUNTY L SECTION• GT. LUCEE COUNTY PRODUCT11805 W 6 Street,Room208 DEPARTMENT OF REGULATORY AND ECONOMIC i GES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. I L C o p 1070 Technology Drive North Venice,FL 34275 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami'Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SH7700A"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.�7700NOA-1, titled "Aluminum Single Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18, with revision A dated 03/11/20,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall because 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 revises NOA#18-0430.06 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.20-0401.11 MIAMI DADE COUNTY Expiration Date: August 23,2023 Approval Date: July 30,2020 Page 1 4' PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Submitted under NOA# 18-0430.016 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 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). Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.11 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-1 PGT Industries,Inc. i 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 07/08/11). 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 611 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 I G. OTHERS 1. None. ! I Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.11 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New 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, with revision A dated 03/11/20, 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 ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsi1791 and Dowsil 983 silicones,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal) FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 6`h Edition (2017)and FBC 71h Edition(2020),dated 03/13/20,prepared by manufacturer,signed and sealed by Anthony Lynn Miller;P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.11 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-3 PGT Industries,Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC 6"Edition(2017)and FBC 7cn Edition(2020),dated March 10,2020,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated March 10,2020,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 18;0430.06 issued to PGT Industries, Inc. for their"Series "SH7700A"Aluminum Single Hung Window—L.M.I." approved on 08/23/18 and expiring on 08/23/23. Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.11 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-4 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 17-13l16"MAX.O.C� DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 18-3/8"MAX. VARIES PER GLASS TYPE, LARGE&SMALL MISSILE 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. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY 17 3/4"MAX. 17-314" 52-118"MAX.BUCK WIDTH (17-1/aSEE MAX (WM"MAX. 4-11/is•MAX. PRODUCT REVISED APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE (9"MAX.BUCK) 5"MAX.O.C. Sj SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI B,SEE— O.C. D,SEE as complying with the Florida PER ANCHOR TYPE. SHEETS'8 8 9 SHEET 10 Building Code _ _ C,SE _ _ NOA No 20-0401.17 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED IX INSTALLATIONS. SHEETS 8&9 F SHEET 10'� Expiration Date 08/23/2023 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD ' BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER 1X AND 2X BUCKS(WHEN USED) EQUALLY I I / I I / BY SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. SPACED Miami-Dade Product Control A,SEE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR) ANCHORS PER OR ARCHITECT OF RECORD,(AOR). TABLES 6&7 I i/ 17-3/16 MAX.O.C. O I 84" I I A)UPDATED TO FBC 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MAX. 83" a 2020,REVISED ANCHOR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. ' TIP MAX. 2 TYPE TABLE. INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING&FLASHING STRATEGY 12-1/16"MAX.O.C. TO 1 BUCK FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND X TIP X' HEIGHT x THE SCOPE OF THESE INSTRUCTIONS. EQUALLY SPACED I I / HEIGHT I JR-03/11/20 ANCHORS PER I 13-5116"MAX.O.C. 6 1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERETHE PRODUCT IS TABLES 6 8 7 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. I 5"MAX. I W m y Q 9-12"MAX. I ---- -� O.C. I / C > O •Aaa 7)DESIGN PRESSURES: (9"MAX.BUCK) i O g 0 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER 1 �- ASTM E1300. A }11 slop O 1 Q B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL 8 CYCLE NO ANCHORS AT SILL . 7 p y Z TESTING AND GLASS PER ASTM E1300. B D�- r C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN;ASD. - - 53-1/8"MAX.TIP TO TIP WIDTH- -P WEEP NOTCH - 4-11/18"MAX. —a{ 1-WEEP NOTCH O-� p W---o AT EACH END AT EACH END Z ca 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS =W �e CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN FRAME SHOWN WITH W U m J .aN HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR SHOWN WITH EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION F-Z `* J �Mo WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO n LU = Z CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE o co) O FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. TABLE is ALLOWABLE GLASS TYPES Z m USER INSTRUCTIONS: Z Q Glass Description(Listed from Exterior to Interior) DP 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER Type Table# 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN j J O CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING 1 1/8"AN,.090"PVB,1/8"AN 2 PRESSURE REQUIREMENT FROM ASCE 7. = W JURISDICTION. m -62 13/16"LIG:1/8"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN 2 2)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW ® m J 10)REFERENCES:TEST REPORTS FTL 18-7835.1 8 18-7835.2;ELCO ULTRACON NOA; 3 13/16"LIG:1/8"TP CAP,AIRSPACE,1/8"AN,.090'PVB,1/B"AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN N Q W DENALT/ELCO CRETEFLEX NOA;DEWALT ULTRACON+NOA;NATIONAL DESIGN 4 1/8"HS,.090"PVB,1/8"HS 4 PRESSURE FROM TABLES 2-5.IT MUST EQUAL OR EXCEED THE z Z O 7aayg SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING 9 rn 5 3/16'AN,.090"PVB,3/16"AN 4 OBTAINED IN STEP 1. F' Z 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 6 13116"LIG:3l16"AN CAP,AIRSPACE,1/8"AN,.090"PVB,118"AN 4 Z) _Qj o 7 13/1.6"LIG:3116"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1!8"AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 8 7. Z W t- FIGURE A ALLOWABLE SASH CONFIGURATIONS AND SHAPES 8 3/1TAN,.090"SG,3/16"AN 5 4)INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 8 Z) W W ---r{ WIDTH f �� WIDTH '+-- •--�{ WIDTH {f- 9 3/16"HS,.090°SG,3/16"HS 5 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN Q (9 r_ _, 10 13/16"LIG:1/8"AN CAP,AIRSPACE,1/8"HS,.090"SG,1/8"HS 5 INSTALLATION. eI11nsa0 seuas I I 11 13/16"LIG:VB"AN CAP,AIRSPACE,3116"AN,.090"SG,3/16"AN 5 �/ -�• HS 5 PROCESS PRESSURE RATING DETERMINATION IS THE SAME f 13 13/18"LIG:1/8"TP CAP,AIRSPACE,3/186"AN,0090S G'3/16"AN 5 PROCESS FOR ALL FRAME TYPES(FLANGE,INTEGRAL FIN OR \`�``1 1 I LY 1N4. rx x �/ EQUAL LEG/BOX). � Op�Y• N w w w w 14 13l16"LIG:3/16"AN CAP,AIRSPACE, 1/8'HS,.09T SG,1/8"HS 5 Q11'��••'�IGENg�'••��� x x x 15 13/16"LIG:3/16"TP CAP,AIRSPACE, 1/8"HS,.09T SG,1/8"HS 5 ��•' '•.t�� EZI i SG=KURARAY SENTRYGLASe INTERLAYER BY GENERAL NOTES.............. _ No.58705 CODES/STANDARDS USED: -•-.�.•.•-��-----�...-1 W KURARAYAMERICA,INC. ELEVATIONS....................................................... 1 RECTANGULAR RADIUS-TOP RECTANGULAR e202O FLORIDA BUILDING CODE(FBC),7TH EDITION PVB=KURARAY TROSIFOLP PVB INTERLAYER BY DESIGN PRESSURES/GLAZING DETAILS........2-4 WITH EQUAL WITH PROVIEW WITH CUSTOM *2017 FLORIDA BUILDING CODE(FBC,6TH EDITION •,*ASTM E1300-09 ) KURARAYAMERICA,INC. ANCHOR QUANTITIES..........................................6-6 Q •lL�C/ LITE SASH SASH SASH AN=ANNEALED INSTALLATION,FLANGE......................................7 *ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION HS=HEAT-STRENGTHENED INSTALLATION,EQUAL LEG.................................8 ��� '•f.(ORIDP,.•'•N'C�'�\ ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED.SHAPES *ALUMINUM DESIGN MANUAL,ADM-2016 i ss` •""'• G MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING *AISI S100-16 TP=TEMPERED INSTALLATION,INTEGRAL FIN............................ I ILLE 9 DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE EXTRUSION PROFILES.........................................10 *AISC 360-18 f f fI 111 ASSEMBLY&PARTS LIST....................................11 A LYhP� R,P.I- TABLES ON THE FOLLOWING SHEETS. P.E#58705 TABLE 2: Bottom Sash Sash Height Design Pressure(lbsKe)for Glass Types 1&2 Desedp0on Range(1.) Tip to Tip Width for GAen Barge 1Ir 33' 37' 41" 49' 47 53-1/8" 24" Equaf41te 12464 +65.0 .80.0 465.0 -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 Equalaile 15.964 +65.0 .80.0 +65.0 -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 5l16"NOM. 31" Standard Proxew 12.994-15.963 +65.0 -80.0 +65.0 .80.0 +65.0 40.0 +65.0 .80.0 +65.0 .80.0 +65.0 -60.0 +65.0 .80.0 +65.0 .80.0 GLASS STACK Shortest 12.464-12 993 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -89.0 +65.0 -80.1 +65.0 -80.0 +65.0 -80.0 PRODUCT REVISED 1/8"ANNEALED GLASS Equal-life 19.652 +65,0 410.0 +65.0 480.0 +65.0 -80.0 +85.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 *65.0 -80.0 1 .090'PVB as complying with the Florida Building Code Standard PraWew 15.944-19.651 +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 1/8'ANNEALED GLASS BOA-No. 20-0407.11 38-316" Custom Size 15.131-15.943 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -e0.0 +65.0 -80.0 +65.0 .80.0 +65.0 f.0 +65.0 -80.0 30 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 -8D.0 ♦e5.0 -80.0 Expiration Date OS/23/2023 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 -60.0 +65.0 -80.0 26 12"NOM. By '�7' - Equal-ate 22864 +65.0 A0.0 +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 GLASS BITE Miami-Dade Product Control Custom Size 20.131-22.9 6 3 +65.0 -90.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 .80.0 EXTERIOR Standard Prode•N 18.594-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 410.0 +65.0 -80.0 1 L3 A)NO CHANGES THIS 46" Custom Size 16.131-18.593 +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 -80.0 Yam"' 75 ii SHEET. Custom Size 15.131-16.130 +65.0 .80.0 +65.0 .80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 Custom Size 14.131-16130 +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 34 '+ Shortest 12464-14.130 +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 -80.0 GLASS TYPE 1 � JR-03/11/20 Equal-rite 24.964 +65.0 -80.0 +65.0 -86.0 +660 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65,0 .80.0 +65.0 -80.0 Custom Size 22131-24.963 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 Standard Protiew 20.194.22.130 +65.0 -80.0 +65.0 -80.0 465.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 OD Q 49" Custom Size 18.131-20.193 +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 ; Custom Size 16.131-18.130 +65.0 -80.0 +8fi.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 Custom Size 14.131-16.130 +85.0 :0.0 +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 0 C3 y Shortest 12464-14.130 +65.0 -80.0 +65.0 -e0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.1 }r- atop O 13/ifi"NOM. Ur N O' Q = Equal4ite 26777 +85.0 •80.0 +65.0 -8D.0 +85.0 A0.0 +65.0 -80.0 +65.0 -BD.O +65.0 �D.O +65.0 -80.0 +65.0 -80.0 I - GLASS STACK O (n O _ F Custom Size 24.131-25.776 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 _ J V) Z Zo Standard Prodew 20.844-24.130 +65.0 -80.0 +65.0 -80.0 +85.0 Ao.O +66.0 -80.0 +65.0 -60.0 +65.0 -BD.D +fi60 -80.0 +65.0 .80.0 .090 PVB O LL 0 E AIRSPACE Z t0 h` r wa8„ Custom Size 20.131-20.843 +65.0 -80.0 +65.0 -80.0 +6&0 -60.0 +66.0 -80.0 +65.0 -80.0 +65.o -8D.0 +65.0 -e0.0 +65.0 .80.0 1l8°ANNEALED GLASS =U �8 Custom Sae 18.131-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 �0.0 +65.0 -80.0 +65.0 -80.0 +660 -80.0 +65.0 -80.0 +65.0 -60.0 1/8"ANNEALED GLASS IU U a0'D J uMo�O o N Custom Sae 16.131-18.130 +65.0 A0.0 +65.0 -80.0 +65.0 �0.0 +65.0 410.0 +65.0 -00.D +65.0 -BD.O +65.0 -e0.0 +65.0 -77.6 31 C11IND 1.-W � QJMO Custom Size 14.131-16.130 +65.0 -MO +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 41aO +65.0 -80.0 +65.0 .75.1 0 W F Shortest 12464-14.130 +65.0 -80.0 +65.0 -80.0 +66.0 480.0 +65.0 �0.0 +65.0 -00.0 +65.0 -80.0 +fi60 80.0 +65.0 -73.9 ® m U 5 OR 5B Z Z Equal-rite 31.964 +65.0 -80.0 +85.0 -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 Custom Sae 28.131-31.963 *65.0 -80.0 +65.0 -80.0 *65.0 -00.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +66.0 -77.8 EXTERIOR Z Standard Proliew 25.794-28.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 465.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .73.9 a O Custom Size 24.131-25.793 +65.0 430.0 *65.0 -00.0 +65.0 •e0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6rW -80.0 +65.0 -727 = N W 63" Custom Size 22131-24.130 +65.0 -8(I.0 +65.0 A0.0 +85.0 $0.0 +65.0 -80.0 +65.0 4f0.0 +65.0 -80.D +65.0 -78.8 +65.0 -70.5 ® J Custom Size 20.131-22130 +65.0 •80.0 +65.0 -80.0 +660 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -77.1 +65.0 -68.4 R, 5B `tev Z IaagS Custom Size 18.131-20.130 +65.0 -80.0 +fi5.0 -80.0 +85.0 -80.0 +65.0 -80.0 +65.0 -BO.O +65.0 .80.0 +65.0 .75.4 +65.0 -66.5 GLASS TYPE 2 o to Custom Sae 16.131-18.130 +65.0 -W.0 +66.0 .80.0 +66.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .77.1 +660 -73.8 +64.7 -64.7 Slgrtest 13.194•-16.130 +65.0 �0.0 +65.0 A0.0 +65.0 -80.0 +65.0 410.0 +65.0 -75.9 +65.0 -71.8 165.0 -68.2 +623 -62.3 W a Equa4lite 36464 +65.0 A0.0 +65.0 80.0 +65.0 �0.0 +65.0 -80.0 +65.0 -e0.0 +66.0 .80.0 +65.0 -80.0 +65.0 .73.9 vi Q = Custom Size 36.131-38.463 +65.0 -80.0 +65.0 -86 +65.0 •80.0 +66.0 -60.0 +65.0 •80.0 +660 -80.0 +65.0 -79.8 +65.0 .71.6 Custom Size 34.131-36.130 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -77.9 +65.0 -69.4 j D. to 76' Standard Prodew 30.994-34.130 +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 +860 -76.4 +65.0 .66.5 Custom Sae 30.131-30.993 +65.0 -80.0 +65.0 1-80.0 +65.0 -SD.0 +65.0 -W-0 +65.0 -80.0 +65.0 -78.9 +65.0 -74.6 +65.0 -65.6 aril •asap seuas Custom Sae 28.131-30.139 +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 -63.6 Shortest 26.194•-28.130 +65.0 A0.0 +65.0 J10.0 +660 4m.0 +65.0 :we +65.0 -769 +85.0 -71.8 +650 -68.2 +623 -62.3 Equalaite 42.464 +65.0 -80.0 +65.0 -80.0 -65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +66.0 -80.0 +65.0 -77.9 +65.0 •69.4 ,r\�-.•-"" 84" Custom Size 36.131-42463 +65.0 A0.0 +65.0 -80.0 +65.0 -80.0 +61.0 -80.0 +65.0 -80.0 +65.0 -769 +65.0 -74.6 +66.0 -66.8 \ _ 1,1GENSF'•.�;r Standard Pm i- 34.194'-38.130 +65.o A0.0 +65.0 -8D.0 +65.0 -e0.0 +65.0 -80.0 +S5.0 +62.3 •62.3 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 - MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 v{J y MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 0 4 AT OF� :•tU� 2)TIP TO TIP FOR SIZES IIMESHOWN,ROUND UP SHOWN. INTEGRAL O THE NEXT N AND EQLE UAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. //s TONAL IZE. 0111111tC%:\\ \ 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. A LYNN MILLER,RE 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. P.E#68705 TABLE 3: Bottom Sash Sash Height Design Pressure(lbs/it2)for Glass Type 3 DescriptionRange On) Tp to Tip W dth for Given Renge 18" 26- 33" 1 37" 41' 45" 49" 53-118" 24" Equalaite 12.464 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -W.0 +65.0 1-80.0 +65.0 -80.0 +65.0 -800 13116"NOM. Equal•Iile 15.964 +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 +65.0 -80.0 _I GLASS STACK 31" Standard Pmdew 12994-15.963 +65.0 -an +65.0 :K0 +65.0 -80.0 +65.0 -80.0 +65.0 -W.0 +65.0 .80.0 +65.0 -00,0 +65.0 -80.0 .090"PVB Shortest 12464-12993 +65.0 410.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -W.0 +65.0 -80.0 +65.0 -80.0 AIRSPACE PRODUCT REVISED Equal-life 19.652 +65.0 -80.0 +660 410.0 +65.0 -80.0 +65.0 -80.0 +65.0 410.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1!8"TEMPERED GLASS 1"ANNEALED GLASS as eomplying with the Florida Building Code standard Pm%iew 15.944-19.651 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.D -80.0 .65.0 -80.0 +65.0 -W.0 +65.0 -80.0 +65.0 -80.0 31 75 NOA-No. 20-0401.11 38-YW Custom Size 15.131-15.943 +65.0 .80.0 +65.0 •60.0 +65.0 -80.0 +65.0 .80.0 +65.0 •80.0 465.0 40.0 +65.0 -80.0 +65.0 •80.0 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 Expiration Date 08/23/2023 Shortest 12464-14.130 +65.0 -80.D +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 -80.0 OR 58 GLASS BIT BY Equal4ite 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 -K0 EXTERIOR Miami-Dade Product Control Custom Size 20.131-22963 +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 Pmliew 18.594-20.130 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y A)NO CHANGES THIS 45' Custom Size 16.131-18.693 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +66.0 -80.0 +65.0 •80.0 +65.0 -80.0 70.73 SHEET. Custom Size 15.131-16.130 +65.0 80.0 465.0 -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 35 0R 35B _ Custom Size 14.131-15.130 +66.0 -80.0 +65.0 -80.0 +65.0 -eD.0 +65.D 430.0 +65.0 •80.0 +65.0 �0.0 +65.0 -80.0 +65.0 -80.0 Shortest 12464.14.130 +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 -80.0 GLASS TYPE 3 rr JR-03/11/20 Equal-I to 24.964 +65.0 1-80.0 +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 Custom size 22.131-24.963 +65.0 -80.0 +65.0 .80.0 +65.0 -W.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 Standard Pro%im 20.194-22130 +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 00 Q 49" Custom Size 18.131-20.193 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +6&0 -80.0 +65.0 -80.0 +65.0 -80.0 > Custom Size 16.131•16130 +65.0 .60.0 +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 a, 7 -21 Custom Size 14.131-16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -W.0 +65.0 -80.0 +65.0 -80.0 +65.0 -BO.D +660 -80.0 +65.0 1-00.0 1 ❑ p .. Shortest 12464-14.13D .65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 TMO +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 >-r oia0 O Q Equal-lite 25.777 +65.0 -80.0 +6&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 0 N � O Custom Size 24.131-25.776 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 AOA J Z O c Standard Pmliew 20.044-24.130 +65.0 -80.0 +65.0 1-80.0 +65.0 -80.0 1+65.0 -00.0 +65.0 1-80.0 1+65.0 -80.0 +65.0 -80.0 +65.0 .80.0 - - -Z l- q- "�- -W o i n F 8, Custom Size 20.131-20.843 +65.0 -80.0 +65.0 -80.0 +65.0 -W.0 +66.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -90.0 +65.0 .80.0 =Uj J r 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 -60.0 +65.0 -60A r U O uwv0 W- 00 _I Custom Size 16 -.131 18 'ON .130 +65.0 -80.0 +65.0 -80.0 +65.0 -W.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -65.0 -80.0 I-W `r 2 'ON 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 .80.0 +65.0 -80.0 +65.0 -8D.0 On W Shortest 12464.14.130 +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 1.80.0 1+65.0 -80.0 Z m Z Equal-Ilte 31.964 +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 Custom Size 28.131•31.963 +65.0 -80.0 465.0 -80.0 +65.0 •60.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 •80.0 Z lL Standard Prodew 25.794-28.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 465.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 410.0 ❑ O Custom Size 24.131-25.793 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -800 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 = /h 63° Custom Size 22.131-24.130 +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 ® ry J Custom Size 20.131-22.130 +65.0 -80.0 455.0 -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 C7 iaag5 Z Custom Size 18.131-20.130 +65.0 A0.0 +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 -768 � � Custom Size 16.131-18.130 +65.0 -8D.0 +660 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -73.8 0 � Shortest 13.1941-16,130 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 465.0 -77.7 +65.0 -71.0 2 W O Equal+ite 38.464 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -130.0 +65.0 -BD.1 w F Custom Size 36.131-38.463 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -8D.0 1=� Custom Size 34.131-36.130 +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 -79.1 76" Standard Proview 30.994-34.130 +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 ¢ ❑ Custom Size 30.131 20.993 +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 .74.8 aglasa0 seua5 Custom Size 28.131-30.130 +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 -80.0 +65.0 -727 11111 1 1 I l l i ll Shortest 26.194•.28.130 .65.0 -80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 410.0 +65.0 .80.0 +65.0 -80.0 +65.0 •77.7 +65.0 -71.0 \,11 ,(L,N Equal-8te 42.464 +65.0 410.0 +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 -79.1 ���0�,,.••-•.N 84" Custom Size 38.131-42.4.3 +65.0 -80.0 +65,0 •80.0 +65.D -80.0 +65.0 410.0 +85.0 -B0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74,8 1 UOE^'Se''•�1�� Standard Pmo im 34.194•-38.130 +65.0 -80.0 +65.0 -BO.D +65A 4.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -77.7 +65.0 -71.0 �:• '•••f3�� •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 -T: 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 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 -J'1• El (/j � \ ` `� 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. /0NAk- "11� 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. 1 i i i I I 1 1 1 01 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 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. P.E.058705 TABLE 4: TABLE 5: Design Pressure(lbs/ft)for Glass Types 4-7 l� 5118•NOM. Desl n Pressure for Glass Types 8-15 I- GLASS STACK 118"AN GLASS 3118"HS GLASS Bolcom Sash Tip To Pp Bottom flesh Sash Height TIP To Tip *wGi.6jAGi 00"SG .030°SG Sash Height 1!S"HS GLASSLU Description Width Description Width ASS 30 3LASS Range Qn) .090'PVB Range Qn)for Ghen Range 53-1/6• 118"H GLASS for Ghen Range 63-118• 26 24" Equal4ite 12464 +65.0 -80.0 3024" Equala6e 12-464 +80.0 •110.0 . 1W NOM. 26 Equal-lit. 15.964 -80.0 -110.0TE GLASS BITE EgrdNlte 15.B84 +850 -800 EXTERIOR LA NOM.31° 9tadam PfoNew 72989-15:983 +85.0 •80.0 31° Standard Pmaew 12994-15.963 +80.0 •110AE RIOR GLASS BITEShales( 12464-12993 +65.0 -eD.D X�E slgrtest t2ae4-t2993 +eD.a -1,0.0 74 PRODUCT REVISED Equal-IBe 19.552 +65.0 -80.0 `r- EqualAte 19.652 +80.0 -110.0 34 as complying with the Florida 74 Standard Profm 15.944-19.651 +80.0 -110.0 GLASS TYPE 9 Building Code slaMam Size 15.844-19.6s1 +ss.o -eo.D34 Noa-No. 20-0401.17 38.TI8" Custom Size 15.131-15.943 +85.0 -80.0 GLASS TYPE 4 38-3/6• Custom St.. 16.131-16.943 +80.0 -110.0 Custom She 14.131-15.130 +S5.0 -80.0 Custom size 14.131-15.130 +80.0 -110.0 13/16'NOM. I` 13116•NOM. Expiration Date 08/23/2023 Shodest 1 12.464-14.130 +65.0 1-80.0 Shortest 12.464.14.130 +80.0 .110.0 GLASS STACK I� GLASS STACK 7/18"NOM. .090'SG .09D"SG EquaNile 22.964 +65.0 430.0 � � GLASS STACK Equal-tile 22B84 +80.0 -110.0 AIRSPACE By AIRSPACE Custom She 20.131-22 963 +85.0 480.0 Custom She 20.131-22 963 {80.0 -110.0 1I8'AN GLASS- Mlaml-Dade Product Control 3/16°AN GLASS re"HS GLASS 118"AN GLA55 3116'AN GLASS Stallard ProNew ,8.594-20.730 +ss.D aD.O .090•PVB Standard Prmiew 1e.ss4-20.130 +eo.o -t,0.0 A NO CHANGES THIS 31 74 31 74 45• Custom Size 18.131-18.593 +65.0 -80.0 G. 3/16' GLASS 4S Custom Size 16.131-18.593 +80.0 -110.0 Custom Size 15.131-16.130 +65.0 -80.0 Custom Size 15.131-16.130 +80.0 -110.0 ®OR 1/2'NOM. OR 12'NOM. a SHEET. Custom Size 14.131-15.130 +65.0 -80.0 12°NOM. Custom Size 14.131-15.130 +80.0 410.0 EXTERIOR GLASS BRE EXTERIOR GLASS BITE N Shortest 12.484-14.130 +85.0 480.0 EXTERIO GLASS BUT Shortest 12.464-14.130 +80.0 -110.0 ( a" JR-03/11/20 Equal its 24.964 +85.0 80.0 EqualAte 24.964 +80.D -1100 Custom Size 22131-24.963 -65.0 -80.0 74 Custom Size 22.131-24.963 +80.0 -110.0 ®OR 5 70.73 ®OR 5 70.73 Standad P[Wew 20.194-22.130 +65.0 -80.0 34 Standard Pmuew 20,194-22.130 +80.0 A10.0 GLASS TYPE 10 GLASS TYPE 11 4V Custom Size 18.131-20.193 +65.0 4,0.0 GLASS TYPE 5 481 Custom size 16.191-20.189 +80.0 -110.0 Or Q W ZZ CO Custom Size 16.131-18.130 +65.0 -80.0 Custom Size 16.131-18.130 +80.0 410.0 13/18°NOM. I- 13l16'NOM. 7 O '.+ay Custom Size 14.131-i8.t30 +65.0 4l0.0 Custom Size 14.131.16,130 +80.0 -110.0 ID_ J 13/16"NOM. GLASS STACK GLASS STACK y p Shortest 12484-14.130 +65.0 •Bo.O I GLASS STACK Shortest 72.4134-14.,30 +80.0 -110.0 LG- CustomG r- P Equalaite 25.777 +65.0 -80.0 •090'PVB Equal4te 26.777 +80.0 •110.0 AIRSPACE AIRSPACE •�0•SG 0 n slop Q' = AIRSPACE = 1f8'TP GLASS GLASS 118"TP GLASS O o. Custom She 24.131-25.778 +6s.0 430.0 Custom Size 24A31-25,776 +80.0 -110.0 3116•AN GLASScStandard PnMew 20.W-24.130 +65.0 -80.0 3li6°AN G 1/8"AN GLASS 31 31 OJ Z Z Standard Pmuew 20.544-24.130 +600 -110.0 74 O Z OSo-5I8" She 20.t31-20.843 +55.0 4l0.0 31 74 Gaston Slze 20.19t-20.843 +80.0 -110.0 - - - ---- - - - - ---- -- -- -O_LL O''- - '60.5/e" ®OR W OR 5 12"NOM. ZlD Custom size 18.131•20.130 +65.0 -80.0 ®OR 5 Custom Size 18.131-20.130 480.0 -110.0 12"NOM. EXTERIOR ITE Rm GLASS BITE u Custom Size 16.131-18.130 +65.0 -80.0 Custom Sire 16.131-18.130 +90.0 410.0 W- e3 J 0Casten She 14.131-16.130 +65.0 -BO.D I,,OR GLAD 917E Custom Size 14.t31-18,130 +B0.0 -110.0 F WQJMO Shortest 12.484-14.130 +65.0 -80.0 �r'' Shortest 12.464-14.130 +80.0 .110.0 70.73 0> I-- Equal4lle 31.954 +65.0 -80.0 EquaHBe 31.964 +80.0 -110.0 5®OR 5 ®OR 5 O Or [O 70.73 GLASS TYPE 12 GLASS TYPE 13 Z Z Custom Size 28.131•31.963 +65.0 -60.0 ®OR 5 Custom Size 28.131-31.963 +80.0 -1700 ems-•GLASS TYPE 6 Or Standard PloNew 25.794.28.130 +65.0 410.0 Standard Pmuew 25.784-28.130 +80.0 -110.0 <L Custom Size 24.131-25.793 +65.0 410.0 Custom Size 24.131-25.793 +80.0 .110.0 13/16"NOM. 13/16"NOM. j O 6:i' Custom Size 22.731-24.730 +85.0 -80.0 13/78°NOM. 63" Custom Size 22131-24.130 +80.0 410.0 GLASS STACK GLASS STACK 2 V• �- .090"SG .09D"SG ® b°i W Custom Size 18.131-20.130 +65.0 -80.0 GLASS STACK Custom Size 20.131-22130 +80.0 410.0 AIRSPACE AIRSPACE rn --1 Custom Size 18.131-20.130 +65.0 80.0 AIRSPACE .090"PVB Custom Size 18.131-20.130 +80.0 410.0 3118"AN GLASS 1!8"HS GLASS 3/16"TP GLASS 1!8"HS GLASS Z laaq,5 Custom Size 10.131-18.130 +85.0 -80.0 3116"TP GLASS Custom Size 16.131-18.130 +80.0 -,10.0 Z 1/8"AN GLASS 74 O fq Shortest 13.194•-16.130 +65.0 -80.0 31 Shortest 13.194--le.130 +80 31 at 74 .0 .1 00.0 F„ Equal-file 35.484 +65.0 480.0 74 Equal4ile 38.484 +60.0 .,tap ®OR 5 6®OR W 12°NOM. 12•NOM. � o Custom Size 38.131-38.463 +65.0 40.0 ®OR 12•NOM. Custom Siza 36.131-38.463 +00.0 -110.0 EXTERIOR GLASS BITE EXTERIOR GLASS BITE w Z m Custom Size 34.131-36.130 +65.0 .80.0 EXTERIOR GLASS BITE Custom Siza 34.131-36.130 +80.0 -11O O Q = 76" Standard Pro law 30.994-34.130 +65.0 -80.0 76• Standard Proeew 30.994-34.130 +80.0 .110.0 OOrC J a Custom She 30.131-30.993 +65.0 .80.0 Y' Custom Slze 30.131-30.993 +80.0 -110.0 OR 70.73 ®OR 5 70.73 Q 0 Custom Size 28.131-30130 +65.0 430.0 5®OR 5 70.73 Cullom Size 28.131-30.130 +80.0 -110.0 GLASS TYPE 14 GLASS TYPE 15 epl rosa0 saueg Shortest 26.194'-28.130 +65.0 4l0.0 GLASS TYPE Shales( 26.194'-28.130 +80.0 .110.0 EqueHite 42464 +65.0 -eo.D Egual4ite 42464 +eD.o -110.6 �.``11w\y LYNN/'''•.84° CUetan Size 38.131-42463 +65.0 •80.0 84" Custom Size .13,-42463 +80.0 -110.0 ����O,V•••••••., /�� i Blended Pmdew 94.194"-36.130 +85.0 .8D.0 Stantlartl Pmllew 34.194"-38.130 +80.0 -110.0 � �•.•' �tcENSF•-CCU�' -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 _k; No.58705 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 - ��0�'. sr TE 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. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN=ANNEALED 7 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 WRH 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.4 58705 TABLE 6: Anchor Quantities Required for Tip to Tip Width "Through-Frame"Installation 18" 26" 33" 1 37• 41 1 46' 49' 63.1/8' usin Glass Types 1-7 �1.b Jamb Jamb Jamb Jamb Jamb Jamb Jamb !o z E o: mBottom Sash Sash Heigh , 2 mDescription for Glten RangeRan M) a m m m m r� TABLE 6B: 24" Equalalte 12.469 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 GIa56 Description(Listed from Exterior to Inferior) PRODUCT REVISED Equal-lile 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 7 2 2 Type as complying with the Florida 31' Standard Prrn{ew 72.994-15.963 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 11TAN,.090"PVB,1/8"AN Building Code Shortest 12.464-12.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13116"LIG:1/8"AN CAP,AIRSPACE,1/6"AN,.090"PVB,Iff AN NOA-No. 20-0401.11 Equalalte 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 3 13/16"LIG:1/8"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN Expiration Date 08/23/2023 standard Proniew 15.244-19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 1/8"HS,.090"PVB,1/6"HS B Oa- Custom Custom Size 15A31-16.943 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 3/16"AN,.090"PVB,3/16"AN y �`_'"' 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 Miami-Dade Product Control 6 13/16'LIG:3/16"AN CAP,AIRSPACE,1/8"AN,.OW'PVB,1/8°AN Shortest 72464 22-64.730 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 21 7 13/16"LIG:3/16"-TP CAP,AIRSPACE,118"AN,.090"PVB,1/8"AN A)NO CHANGES THIS EquaNite 22964 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 20.131-22.963 2 2 1 2 2 1 2 2 1 z 2 z 2 2 z 2 2 2 z 2 z 2 2 z c SHEET. Standard Pm iew 18.594-20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2121 2 2 2 2 2 45' Custom Size 16.131-18.593 2 z 1 2 2 1 2 2 1 z z z 2 z z z 2 2 2 2 2 2 2 z rc J R-03/11/20 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 2 2 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 z 2 2 2 2 2 2 2 2 2 .2 2 2 2 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 3 2 2 Y Equalaite 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 W ZZ � U Custom Size 22.131-24.963 2 2 1 2 2 1 2 2 7 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 OnaN Standard PrWew 20.194-22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 R O 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 2 2 O u) t7 t/) C7 N a1e0 K Custom Size 16.131-18.13D 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 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 O`� U Z .• -Shortest 12464-14.130 3 2 -1- 3 2 V 3 2 -1 3--2-2 3 2 2 -3--2 2 3 2--2 3 2 -2 - -- - - - - - - - _ _ _ _ _- -.O LL C) _ .-� W O Equalaite 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 = rD r Custom Size 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 W F 9 Standard Prodew 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 FW..Z a YMe'0 'oN Custom Size 20.131-20.893 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 W .. Q `JM0 5a518" 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 0> 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 2 Z Z 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 (� W `- 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 3 2 2 Z a o Equalaite 31.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 = u1 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 2 3 3 2 ® LU Standard Prmiew 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 F-• Custom Size 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 Z Z ZZ IaagS 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 0 to � Custom Size 20.131-22130 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 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 2131 2 2 O Of p N Z O Custom Size 16.131-18.130 3 2 7 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2' 3 2 2 3 2 2 = ti 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 O U S EquaNlte 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 J Z U Q Q Custom Size 36.131-38.493 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 e111 •asap sauaS Custom Size 34.131-36.130 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' Standard Pmuew 30.994-34.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 �711 /j/i Custom Size 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 ♦♦♦♦ Y LYN/V pN 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 ♦��.•''�10ENSF',/����i% Shortest 28.194•-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 Equal41to 42464 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, No.58705 ' SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE 84° Custom Slze 38.131•42463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 - - StandanlP.H 34.194'-38,130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 d 3 2 4 3 2 4 3 2 WINDOW SIZE. �� r1 •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. �44/` MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 �0,�♦;. FATE 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 �C�s '•••<ORIOP••'G\�� 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/ ••11",AL 1 ♦♦ 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN `'�/�N111kW,♦� PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A.LYNN MILLER,P.E. P._d 58705 TABLE 7: Anchor Quantities Required for 71p to Tip Width "Through-Frame"Installation 18' 25" 33" 1 37" 41" 46' 1 49" 53-1/8' usina Glass T es 8-15 Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb rc g is o: o: m ¢ X to m m Is Bottom SashDescri on Sash Height m v m w 51 m 57 m L7 m a�i 8 for Ghen�Range Range(In) x m I. m m m m m ¢ TABLE 7B: 24" Equal-lite 12.464 1 2 1 1 2 1 1 2 1 1 z 2 1 2 z 1 2 z 1 2 2 1 2 2 Glass PRODUCT REVISED Equi 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 Type Description(Listed from Exterior to Interior) as comp) Ing with the Florida 31" Standard PMm 12994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 Building Code Shortest 12464-12993 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 NOA-No. 20-0401.11 Equal-rite 19.652 z 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 9 3/16"HS,.090"SG,3116"HS Expiration Date 08/23/2023 Standard PW w 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 13116"LIG:1/8"AN CAP,AIRSPACE,1/8'HS,.090"SG,1/8"HS ,� � 38-3/9' 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 13116"LIG:1/8"AN CAP,AIRSPACE,3/16"AN,.090"SG;3/16°AN ey 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"LIG:1/8"TP CAP,AIRSPACE,1/8"HS,.090"SG,1/8"HS Miami-Dade Product Control Shortest 12.464-14.130 z z 1 2 2 1 2 2 1 2 2 z 2 2 2 z z 212,2 2 2 z z 13 13/16"LIG:1/8"TP CAP,AIRSPACE,3/16"AN,.090"SG,3/16"AN A)NO CHANGES THIS Equal-lite 22.964 2 2 1 2 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, 1/8'HS,.090"SG,1/8'HS SHEET. Custom Size 20.131-22963 2 2 1 2 2 t 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, 1/8"HS,.090"SG,1/8"HS _ Standard Pra4 w 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 '> 466" Custom Size 16.131-18.693 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 JR-03/11/20 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 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 3 2 3 00 Y Equal-life 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 LU +_ rD Custom Size 22131-24.963 2 2 1 2 2 1 2 2 1 2 2 2 2121 2 2 3 2 2 3 2 2 3 2 > O O Standard PraAm 20.194-22130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 U g N .-- 49' Custom Size 18.131-20.193 2 2 1 2 2 1 2 2 1 2 2 2 212 2 2 2 2 2 2 2 2 3 3 }r slop 0 Q Custom Size 16A31-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 C7 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 0 t+7 Z Z Shortest 12464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 -2- 3 - "" - - - - - --- U LL CD - -- LU C3 Equalalte 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 2 LL r n 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 U ULU_ o u,mai0 c Standard Pm4m 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 F_Z J 9h1� o. 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 O j ^ F F 50-5/8" Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 11 3 2 2 3 2 2 3 3 3 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 3 3 2 3 `- 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 U m LL Sholesl 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 j ¢ O Equal-ite 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 = m 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 Protiiev 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 a U Z 1eay5 Custom Size 24.131-26.793 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 ZZ Z Q 83" Custom Size 22131-24.130 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 ¢¢ 0 Of QO 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 y Z U O Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 .11 3 2 2 4 1.1 4 2 3 w U 2 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 3 4 2 3 ¢ J Z 11) Equal-lire 3&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 36.131-38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 aril •�sso sauag 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 Prodew 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 �� NY LYAN % 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 �� .•••• •I, 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 ``C.•........... DIGENSF ••�� Shortest 28.194'-28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 3 2 4 3 2 4 3 3 4 3 3 P;• �� Equal41te 42464 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 3 3 5 3 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, No.58705 SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE B4" Custom Size 38.131-42463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 4 4 3 4 6 3 - A-- WINDOW SIZE. ,� �. ��'•' - StandardProdew 34.194•-3a130 4 3 1 4 3 1,4 3 1 4 3 2 4 3 2 4 4 2 4 4 3 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 NEXT AVAILABLE SIZE. ��Q '• AT3 of :•.��� MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 '•.;c<O IBA,.•'• 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 �i^CCS R G\ 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. ��iSYO/V 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN �///I t I I I I I1 t PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A.LYNN MILLER,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 OPTION 1 EDGE DISTANCE _ DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. ANCHOREDHROUGH r T---- -----r EMBEDMENT SEE NOTE 2,THIS SHEET. EMBEDMENT FRAME INTO 2X WOOD �+-- 1/4"MAX SHIM 1/4"MAX SHIM �— FRAME OR BUCKSTRIP. SEE NOTE 2,HIS SHEET. I MEN' I 4 SASH VISIBLE 17 EDGE PRODUCT REVISED JEN EDGE LIGHT WIDH ^` DISTANCE as complying with the Florida DISTANCE Building Code NOA-No. 20-0401.11 tl4'MAX SHIM 19 Expiration Date 08/23/2023 }[- 1` FIXED VISIBLE 27 L _ LLJ I` LXED VISIBLE By 1 SEE TABLE NOTE B,FOR Miami-Dade Product Control � HEAD TYPE 0 18 A)REVISED ANCHOR FIXED TYP.ANCHOR TYPE, .44 TYPE TABLE. VISIBLE EMBEDMENTAND EDGE DISTANCE PER LIGHT SUBSTRATE,SEE 31 5 OR 5B - JR-03/11/20 HEIGHT TABLE 8. 32 I TIP TO TIP WIDTH TM I EMBEDMENT AND Y Mai EXTERIOR EDGE DISTANCE PER W 0) Q ae TYP.ANCHOR TYPE, HORIZONTAL SECTION A-A > EMBEDMENT AND EDGE �' SUBSTRATE,SEE I O 0i '^aa DISTANCE PER SUBSTRATE, TABLE 8. o 14 SEE TABLE 8. OE { 1/4"MAX.SHIM N a)o0 Q VISIBLE LIGHT FORMULAS: p a (� O DADE APPROVED MULLION,FBC __ SHOWN FOR HI-RISE SILL;SEE _ _ _ __ __ J m Z o 48 55 COMPLIANT ALUMINUM/STEEL FRAMING - - SHEET 9 FOR STANDARDSILL) ZLL �- -- W. o TIP 43 OR STEEL STUD.MAY BE VERTICAL OR =L TO 13 HORIZONTAL.SEE SUBSTRATE WIDTH U U d TIP 69 USE EITHER 1 PROPERTIES,TABLE 8. F Z W -i uMaDrN SASH&FIXED CITE:TIP TO TIP WIDTH-5.12"HEIGHT SWEEP LATCH @ o W S MIDSPAN OR 2 HEIGHT(EQUAL-CITE) • WBOTTOM LOCKS TIP TO TIP HEIGHT2-3.73" Z Z SASH INSTALLATION HEIGHT(PROVIEW) Z VISIBLE OPTION4 @FOXED LITE:TIP TO TIP HEIGHT2+3.78"LIGHT ANCHOREDHROUGH @SASH:TIP TO TIPHEIGHT2-11.93" = Z HEIGHT FRAME INTO METAL ® n LU O HEIGHT(CUSTOM SASH) @FIXED LITE:TIP TO TIP HEIGHT-SASH HEIGHT-3,55" u Z U laaus TABLE B: @SASH:SASH HEIGHT-4.60" p EXTERIOR Anchor Substrate Min.Edge Min. F• X Q Distance Embedment Z W o 10 33 P.T.Southern Pine(SG=0.55) 9/16" 13/8° NOTES: Z #12 Steel, w 2 Aluminum,6083-75 min. 3/8° 0.063" 15 18-8 of 410 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON � g Xq OPTIONAL HI-RISE SS Screw A36 Steel 3/8" 0.063" TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q LL SILL SHOWN.SEE Steel Stud,Gr.33 min. 318. 0.045"(18 Ga) INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF a0u •asap sal,ag 1"WEEP 42 SHEET 10 FOR THE WINDOW. Concrete(min.3.35 ksi) 1" 13/4" EACH END OTCH ATSTANDARD SILL. 1CreteFl x4110 s g ( ) 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE \�.�`�NYILYNN Un routed CMU, ASTM C-90 2-1/2" 1-1/4" 1/4',MAX. P.T.Southern Pine(SG=0.55) 1" 13/8" 8.ALL WOOD BUCKS LESS THAN 1-12"HICK ARE TO BE ;� • ....... SHIM Concrete(min.2.85 ksi) 1" 13/8" CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL �� �1CLNSC •��(� 1/4"Steel IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS �;' Ungrauted CMU,(ASTM C-90) 2-1/2" 1-1/4" DEPICTED AS 2X ARE 1-12"THICK OR GREATER.1X AND 2X BUCKS No.58705 ' Ultrawn =11 •'. �. P.T.Southern Pine(SG=0.55) 1" 13/8" (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER NO ANCHORS Concrete(min.3.00 ksi) 13/16" 1.3/8" LOADS TO HE STRUCTURE.WOOD BUCK DESIGN ANDNO IN 1/4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR 3 Z(} :• Of= lJngrouted CMU,(ASTM C-90) 1-1/2" 1-1/4" 44/ FLANGE OR •'a Ultracon+ ARCHITECT OF RECORD. �O�•. E F [V EQUAL-LEG P.T.Southem Pine(SG=0.55) 1" 1-3/8" (C� •.FLORIDP•. FRAME SILLS •- ^' •° r `° e 8)USE ONLY FLATH3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS EAD ANCHORS S BEYOND EIN JAMBS.P METAL S SUBSTRATE. HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. , VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN HE HEAD. C)"UNGROUTED CMU°VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,RE P.E-*58705 INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHOREDTHROUGHFRAME ANCHORED THROUGH FRAME AND IX EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 r ------r--, SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. 1/4"MAX SHIM 1/4"MAX SHIM ---►-I SEE NOTE 2,THIS SHEET. EMBED- I SASH VISIBLE 17 I EDGE PRODUCT REVISED i MENT EDGE LIGHT WIDTH as comp)ying with the Florida i��tLL '.;a ^ •' DISTANCE Building Code DISTANCE •• .e NOA-No. 20-0401.11 1/4"MAX SHIM 19 r' FIXED VISIBLE q Expiration Date 08123/2023 27 L-- - ------L--J `( r' m SEE TABLE LIGHT WIDTH I II �l By 3 NOTE B,FOR I Miami-Dade Product Control � 18 HEAD TYPE 1 30 A)REVISED ANCHOR TYP.ANCHOR TYPE, 44 •e TYPE TABLE. FIXED EMBEDMENTAND VISIBLE EDGE DISTANCE PER LIGHT SUBSTRATE,SEE JR-03/11/20 HEIGHT 31 5 OR(@ - TABLE B. I 6 I BUCK WIDTH - TYP.ANCHOR TYPE, 32 EXTERIOR EMBEDMENT AND TYP.ANCHOR TYPE, HORIZONTAL SECTION A-A EDGE DISTANCE PER j U 45 EMBEDMENT AND EDGE '�' SUBSTRATE,SEE O g 0 '^a8 DISTANCE PER SUBSTRATE, TABLE 8. 14 SEE TABLE B. U N a1°0 0 O 1/a"MAX.SHIM VISIBLE LIGHT FORMULAS: O A Z Z -- -' - - - - 46 55 -- - ----- -- - _-_ _ (SHOWN FOR HI-RISE SILL;SEE O - -- - - -W o SHEET 9 FOR STANDARD SILL) Z-LL caD 43 DADE APPROVED MULLION,FBC WIDTH U U BUCK 13 COMPLIANT ALUMINUM/STEEL FRAMING W- 00 � 1AM1OJQ ° HEIGHT 83 USE EITHER 1 OR STEEL STUD.MAY BE VERTICAL OR @ SASH&FIXED LITE:BUCK WIDTH-4.12" F W V Q 'Jh�O SWEEP LATCH @ HORIZONTAL.SEE SUBSTRATE o W I- MIDSPAN OR 2 PROPERTIES,TABLE 8. HEIGHT(EQUAL-LITE) no co BOTTOM LOCKS BUCK HEIGHT2-3.23" Z .. Z INSTALLATION O `- SASH HEIGHT(PROVIEWI Z LL VISIBLE EQUAL OPTION 4 @FIXED LITE:BUCK HEIGHT2+428" � Z O LIGHT LEGIBOX ANCHORED THROUGH @SASH:BUCK HEIGHT/2-11 AW _ HEIGHT FRAME FRAME INTO METAL ® J U SHOWN HEIGHT(CUSTOM SASH) Ur W @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" z Z U Iaa45 TABLE 8: @SASH:SASH HEIGHT-4.60" o X Min.Edge Min. f 2 W EXTERIOR Anchor Substrate Z) - o Distance Embedment rn Z J o 33 P.T.Southern Pine(SG=0.55) 9116" 1-318" NOTES: C7 !i Q rz 15 12 12 or el, Aluminum,6063-T5 min. 3/8" 0.063" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON J Q 0) OPTIONAL HI-RISE SS Screw A36 Steel 3/8" 0.0w, TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q W SILL SHOWN.SEE Steel Stud,Gr.33 min. 318" 0.045"(18 Ga) INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF a!I!1 'sad saua5 1"WEEP 42 SHEET 10 FOR Concrete(min.3.35 ksi) 1" I-W4" THE WINDOW. NOTCH AT STANDARD SILL. 1/4"410 SS Ungrouted CMU,(ASTM G90) 2-112" 11-1/4" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE �� tNY LYNA/ EACH END CreteFlex O .• .•• . 1/4"MAX' P.T.Southern Pine(SG=0.55) 1" talB" 8.ALL WOOD BUCKS LESS THAN 1-12"THICKARE TO BE CENg•2/�� �� SHIM Concrete(min.2.85 ksi) 1" 1.318" CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL LI 1/4"Steel IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS Ultmcan Ungrouted CMU,(ASTM G90) 2-1/2" 1-1l4' DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS _ No.58705 P.T.Southern Pine(SG=0.55) 1" 1-3/8" (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 7i NO ANCHORS - - REQUIRED IN Concrete(min.3.00 ksi) 1-3/16" 1.318° LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND _-O 1/4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR �) '., / (� FLANGE OR EQUAL-LEG •°•'�• - Ungrcuted CMU,(ASTM C30) 1-1/2" 1-1/4" ARCHITECT OF RECORD. O�•., T OF Ultmcon+ P.T.Southern Pine(SG-0.55) 1" 1�/B" (� •..<OR101'.•'• FRAME SILLS A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.PAN/HEX/FLAT3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS 'i�tSs ..••.• �C2 ••• °• B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAN/HEX/FLAT HEAD T EA -TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. ////ONAL VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. 01111111t1 C)°UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,RE P.E.r/58705 INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE EDGE DISTANCE �+ DISTANCE EMBEDMENT O rnni EDGE DISTANCE. 1/4"MAX SHIM 1/4"MAX SHIM PRODUCT REVISED 5 SASH VISIBLE 17 as complying with the Florida LIGHT WIDTH Building Code EMBEDMENT NOA-No. 20-0401.11 27 19 Expiration Data 08/23/2023 1/q• EMBEDMENT I_ FIXED VISIBLE •� 2 By SHIM I(` LIGHTWIDTH7 Ml '• '']� Mlaml-Dada Product Control 1 30 18 TYP.AN TYPE, A)NO CHANGES THIS EMBEDE. FIXED STANCE PER SUBAND TRA SHEET. DISTANCE PER SUBSTRATE, VISIBLE44 LIGHT SEE TABLE 9. HEIGHT JR-03/11/20 I 31 5 OR 5B I 5 Jl_ 32 r BUCK WIDTH � HORIZONTAL SECTION C-C TYP.ENTANDEDCHOR PE, LU ¢ EMBEDMENT AND EDGE � 45 DISTANCE PER SUBSTRATE,SEE o 30 ^aa DADE APPROVED MULLION,FBC TABLE 9.(NAIL SHOWN) O N V) GIN 4 COMPLIANT ALUMINUM/STEEL FRAMING 1/4"MAX.SHIM 0 N a7a0 � OR STEEL STUD.MAY BE VERTICAL OR 04 O HORIZONTAL.SEE SUBSTRATE_ OJ 0) Z 43 PROPERTIES,TABLE 9: VISIBLE LIGHT FORMULAS: Z LL Q - or- BUCK 13 (SHOWN FOR STANDARD SILL:SEE =W d ,le SHEETS 7 OR B FOR HI-RISE SILL O U Cc —0 HEIGHT gg USE EITHER 1 ) W D7 -i u 'oN SWEEP LATCH@ #100R#12STEEL �D.m I"-W I C 'Shia MIDSPAN OR 2 46 55 SELF-DRILLING r> F- BOTTOM LOCKS SMS(G5),SEE TABLE 9. @ SASH 8 FIXED LITE:BUCK WIDTH-4.12" a Z Z SASH HEIGHT(EQUAL-LITE) Z VISIBLE BUCK HEIGHT2-3.23" Z O u_ LIGHT INSTALLATION HEIGHT OPTION 7 HEIGHT(PROVIEW) = C.) Oi @FIXED LITE:BUCK HEIGHT2+4.28° ® n W W � ANCHOREDTHROUGH @SASH:BUCK HEIGHT/2-11.43" - INTEGRAL FIN INTO METAL Z X ayg ia HEIGHT(CUSTOM SASH) O (A LL EXTERIOR 16 STANDARD SILL @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" F SHOWN.SEE @SASH:SASH HEIGHT-4.60" j Q o c] 33 PREVIOUS SHEET t° z 0: r 42 B FOR OPTIONAL 3 W = NOTCH AT HI-RISE SILL. J Z to EACH END TABLE 9: a¢ •asa0 sauas 1/4°MAX Min.Edge Min. NOTES: SHIM Anchor Substrate Distance Embedment 1)USE ONLY SUBSTRATE-APPROPRIATE I 'LYIV T'' 2-1/2"X.113"Box Nall P.T.Southern Pine(SG=0.55) 5/16" 2.438 ANCHORS LISTED ON TABLE 9.FOLLOW \ �0�.••••••N��� �� T 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 EMBEDMENT AND EDGE DISTANCE LIMITS.ANY ��•.• Y,IGENS`c'•.�(� I INSTALLATION OPTION SHOWN MAY BE USED TYP.ANCHOR TYPE, Q 2-1/2"x.145"Roofing Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 ON ANY SIDE OF THE WINDOW. No,58705 EMBEDMENT AND EDGE EDGE DISTANCE 2-1/2"x.145"Roofing Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 - DISTANCE PER SUBSTRATE, l 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO - - —1 P.T.Southern Pine(SG=0.55) 1/2" 1.375 TJ ��Y SEE TABLE 9. REFERRED TO AS DAYLIGHT OPENING)IS EMBEDMENT #10 Steel Trusshead Screw o 7J :(SCREW SHOWN) #12 Steel,18-8 or 410 SS 0.125"Aluminum,6063-T5 min. 5/16" 0.125 MEASURED FROM BEADING TO BEADING. O •. (V�� Screw 0.050"A36 Steel 5/16" 0.05 '•.F<OR)OP..' \�: VERTICAL SECTION D-D 0.045"(18 Ga)Steel Stud,Gr.33 min, 5/16" 0.045 co ENco A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. I r 1 11 1 1 0 A LYNN MILLER,P.E. P.E.#68705 2.560" 3,185" 2.0601' •--� 2 2.848" .848" �-+- .062" 1.1 �+- 2.848" .062" .062° .062" 2.112° I 2.724" 2.724" 2.724" PRODUCT REVISED 1 489" ea complying with the Florida 987° 1 125° Building Code osz° 6s2" as2^ Noq No. 20-0401.11 i Expiration Date08/23/2023 INTEGRAL FIN FRAME INTEGRAL FIN FRAME BY fdSa Ot FLANGE FRAME HEAD O HEAD O EQUAL LEG FRAME HEAD aO FLANGE FRAME JAMB O JAMB O EQUAL LEG FRAME JAMB MIamI-Dade Product Control A)NO CHANGES THIS 2.799- --1 2.798° �-� 2.798" ---I ii SHEET. 2.798" -+{ 2.798" -►I 2.798" �{ JR-03/11/20 Y 3.008" j co A.062-" 1" 3.466" [341" 3.508" O g nab 4.133" o w -.062" _ _ _ •062^ - - - .062° .062' .062' O N a7a0 Ir Q o m Z O -� - - - - - - Z� � 1.1zs^ O FLANGE FRAME-SILL Oe EQUAL LEG FRAME SILL to FLANGE FRAME SILL 1.125" 12 EQUAL LEG FRAME WW-W 00 Q uMa,O �N HI-RISE SILL HI-RISE 0M0 O J OINTEGRAL FIN FRAME SILL INTEGRAL FIN FRAME o Z Z 2.273" -�-I 11 SILL-HI-RISE 0 •--►� 1.300" .120" 2.273" 7 O .170° I SILICONE _ I -MELT BUM ® W POLYISOBUTYLESTRUCTUNE 1/4"NOM, STRUCTUR3/16"NOM. /says 2.772 WITH SILICO Z Z N .062" DESICCANT WITH 0 2.211" 2.105" DECA F 0 2.150" .082" 1.235° O O .062" EXT.GLASS ZtE'u o EXT.GIASS t7 5 � 1 INT.GLASS .GLASS 0 X N .062" �I►- 1.300" "1 1.309' 1.309' Q W SASH BOTTOM RAIL- KODISPACE 4SG TPS 71 SUPER SPACER®NXT T°" aplasa0 sauas 1a SASH TOP RAIL to FIXED MEETING RAIL is 70to HI-RISE SASH BOTTOM RAIL n SASH SIDE RAIL zD DESICCANFILL .� 00 LY/1Jrrr•,,i,�, ALUMINUM pOLYISOBUTYLENE ��•.......•N/Lj� �� 1.445" REINFORCEMENT SEAL 5/16"NOM. C1 kIGENSF••,���J --�.634" .465" ----� 617" 496" 1 SILICONE SEAL �:• •. 1.522' 040, �' �' I� ROLL-FORMED IJo,59705 .627 BUTYL 8 STAINLESS STEEL ' .040" .813' •802" .802" .8.2' .802' DESICF AM t!Tko `:} EXT.GLASS EXT.GLASS �0 • ::�41,1.379' .07D' .070" .045° I'�-- .050" I i�` •'•F/ORION HEADANCHOR INT.GLASS INT.GLASS �Ss�O••••••••�N(2\� to COVER to SASH STOP COVER ®IG BEAD 28e IG SNAP BEAD 2s 5/i6"LAMI BEAD z7 7/16"LAM]BEAD O ® O Ta ri,r 1VAL ���� 72 DURASEAL SPACER 73 XL EDGE SPACER /t 1 I 1 1111 A LYNN MILLER,RE P.E.#58705 TABLE 11: Item PGTPart# Dascripdon Material 51 ASSEMBLY DETAILS FOR 01 Head,Flange Alum.6UU3-15 FLANGE FRAMES 2 624017 Head,Integral Fin Alum.606VM (OTHER FRAME TYPES SIMILAR). 3 624028 Head,Equal-leg Alum.6063-76 0 4 624004 Jamb,Flange Alum.6063-T6 4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063-T52 1 4 PRODUCT REVISED 5 624020 Jamb,Integral Fin Alum.6063 T6 51 as comp lyingCod with the Florida 5A Jamb,Integral Fin(Used Far Altemate Radius Top Head) Alum.6063-T52 NOA-No. 20-0401.11 6 1 624031 Jamb,Equal-leg Alum.6063-T6 Expiration Date 08/23/2023 6A I IJamb,Equal-leg(Used For Alternate Radius Top Head) Alum.6063-752 40 HEAD By r , 7 624002 Sill,Flange Alum.6063-T6 a 624018 Sill,Integral Fin Alum.6063-T6 INTERIOR Mlaml-Dade Product Control Ica 41 9 6240 Sill,Equal-leg Alum.6063-T6 JAMB A)ADDED BACKBEDDING, to 624o03 D3 Sill,Hi-Rise,Flange Alum.6063T8 UPDATED MATERIAL 11 624019 Sill,Hi-Rise,Integral Fin Alum.6063 T8 PROP.TABLE. 12 624030 Sill,Hi-Rise,Equal-leg Alum.6063-T6 4 14 a 13 624006 Sash Top Rail Alum.6005A-T61 14 624005 Fixed Meeting Rail Alum.6005A-T61 INTERIOR JR-03/11/20 15 624012 Sash Bottom Rail-Hi-Rise Alum.6063-T6 JAMB 'ZI m Y Q 16 624068 Sash Bottom Rail Alum.6063-T6 > � uJ 17 624007 Sash Side Rail Alum.6063-T6 FIXED MEETING RAIL > a p "aa 18 624051 Head Anchor Cofer Alum.6063-76 o to 19 624015 Sash Stop Alum.6063•T6 11 '1Oo 1 0 25A 624009 IG Bead Alum.6063-TS O Z Z 25B 624011 IG Snap Bead - - Alum.6063 T5 - _ 0 Z C3 26 624010 5116"Lami Beading Alum.6053-T6 27 624026 7/16"Lami Beading Alum.6063-T6 o SASH BOTTOM RAIL w o d mo o 30 6TP247 Glazing Bead,Bulb Vinyl for#624023 Vinyl SASH F-z v CD _ ° °N 31 6TP248 Glazing Bead,Bulb Vinyl for#624009 8#624011 Vinyl 4 SIDE m 16 0 W p F 9Mo 32 724046 Sweep Latch(@ Top Rail) Cast Zinc coRAIL � °' 33 624049 Bottom Latch(@ Sill) Alum.6063-T6 Z Z 34 Setting Block(1/8"X 1/2"X4") Neoprene JAMB Z J o 35A IG Setting Block(1/8"X3W'X4") Neoprene = F 35B 724014 IG Snap Setting Block Vinyl 17 ® N W O 36 724044 Bottom Rail Weatherstrip Extension W 37 724053 Sill Gasket Polyethylene I Z Z W laays 38 724054 Sash Top Rail Gasket Polyethylene 37 o in Z 39 724055 Sash Bottom Rail Gasket Polyethylene Z) 0 oO 40 724057 Head Gasket Polyethylene N Z ,d r 41 724063 Meeting Rail Gasket Polyethylene INTERIOR it _ 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 39 < O �`] m I , 43 Weatherstrip,.270"x.18T',Fin Seal(@ MR) mu • 0 saves 44 67S16G Weatherstrip,.170"X.270",Fin Seal(@ Sash Side Rail) tj1 Irr 45 Weatherstrip,.170"X.187",Fin Seal(@ Top Sash Rail) �`� Y LYN ���i, TABLE 10:MATERIAL PROPERTIES USED . p........ N ,� 46 series Balance with Corer&Trim Rigid Vinyl SILL FOR ANCHORAGE CALCULATIONS: �\ ��.•' 10ENg 51 781 PSQX #8 X 1"PH SMS(Assembly) Stainless Steel 51 `a, 1 F ! Material Min.F, Min.F. Q-;• ;�� 55 7834AA #8 X3/4"Ph.PN SMS(Balance) Stainless Steel 7 Steel Screw 92 ksi 120 ksl No.58705 63 Alum.Screen with Fiberglass Mesh Varies 70 Kommedin 18A Screw sD ksi 95 ksi - ace 4SG TPS INTERIOR 9 Kodis P 410 Screw 90 ksi 110 ksi --O See Sheet 71 - Quanex Super Spacer nXT Elco UltraConO 155 ksi 177 ksi 10 fOf 51 %0 .. TATE OF [U 72 - Quanex Duraseal Spacer 1/4"DeWalt UltraCon+® 149 ksl 164 ksi '•. 73 Cardinal XL Edge Spacer Materials NOTES: 410 SS Elco/Dewalt CreteFlex® 127.4 ksi 189.7 ksl i C S, '•'Z O,RIOI`.•'G\�� 16 ksl 22 ksi 74 - Dow 791,899,983 or GE 7700 Backbedding Silicone 1)ALL CORNERS TO USE GASKET AND/OR SEALANT. 806 A36 Steelnum 35 ksi 58 ksi "',Si/ONAL 2)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. Gr.33 steel Stud 33 ksl 45 ksi A LYNN MILLER,RE. P.E.#58705