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Notice of Acceptance (3)
REVhE ED FOR CODE COMPLIANCE M®DARE ST. LU C E E COUNTY MIAlvri-DADE COUNTY PRODUCT CONTROL SECTION OCC 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMMSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries,Inc. 1070 Technology Drive File Copy 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 "SH7600A"'Aluminum Single Iiung-Window—N-.L' APPROVAL DOCUMENT:Drawing No. 7600NOA-1,titled"Aluminum Single Hung Install(Ni)",sheets 1 through 12 of 12, 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 approval date by the Miami-Dade County Product Control Section. NIISSILE IMPACT RATING:None 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 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 revises NOA#18-0430.07 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.20-0401.12 �MIAMJ;aADE COUNTY Expiration Date: August 23,2023 Approval Date: July 30,2020 Page 1 � I 1 PGT Industries,Inc. NOTICE OF.ACCEPTANCE: EVIDENCE SUBMITTED 1. Submitted under NOA# 18-0430.07 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7600NOA-1,titled"Aluminum Single Hung Install(NI), sheets 1 through 12 of 12,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 along with marked-up drawings and installation diagram of an aluminum single hung 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 611 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 Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.12 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-1 i i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. 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,RE G. OTHERS 1. None. Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.12 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. 7600NOA-1,titled"Aluminum Single Hung Install(NI)", sheets 1 through 12 of 12, 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 6t'Edition (2017) and FBC 71 Edition(2020), dated 03/10/20,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.20-0401.12 Expiration Date: August 23,2023 Approval Date: July 30,,2020 E-3 PGT Industries,Inc'. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 611 Edition(2017)and FBC 71 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. 18-0430.07, issued to PGT Industries, Inc. for their"Series "SH7600A"Aluminum Single Hung Window—N.I." approved on 08/23/18 and expiring on 08/23/23. Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.12 Expiration Date: August 23,2023 j Approval Date: July 30,2020 E-4 SERIES SH7600A NON-IMPACT RESISTANT SINGLE HUNG.WINDOW Al 7-13/10"MAX.O.0 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF 8"MAX. THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. f!t:7ti 3)FOR MASONRY APPLICATIONS 1N MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY 17-3/4"MAX. APPROVED MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE 17-3 (17-1/4"BUCK X ) MAX 9-1l2"MAX. SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN,KSI PER (9"MAX.BUCK) ANCHOR TYPE. B,SEE�_. _ O.C. D,SEI SHEETS 8&9 SHEET 11 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX A,SEE WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS SHEETS 8&9�- SHEET 1, DEPICTED AS_2X ARE 1-1/2"THICK-OR GREATER.1XAND 2X BUCKS(WHEN USED)SHALL BE _- DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD EQUALLY BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR SPACED ARCHITECT OF RECORD,(AOR). ANCHORS PER I TABLES 6&7 , 17-3116"MAX.O.C. 5)ANCHOR EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR O I I 84" STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. ' MAX. INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR TIP WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE X i 12A/16 MAX.O.C. TO SCOPE OF THESE INSTRUCTIONS. TIP EQUALLY SPACED I / HEIGHT 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS ANCHORS PER ' I 13-5/16"MAX.O.C. NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. TABLES 6&7 7)DESIGN PRESSURES: 9-1/2"MAX. I —I J IVO.CC. A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM (9"MAX.BUCK) E1300. A B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM El300. NO ANCHORS AT SILL C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,.ASD. B 53-1/8"MAX.TIP TO TIP WIDTH 1."WEEP NOTCH 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS AT EACH END CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE ELEVATION FOR TYP. FLANGE FRAME ELE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO SHOWN WITH EQUAL-LITE CONFIGURATION CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. TABLE 1:ALLOWABLE GLASS TYPES 10)REFERENCES:TEST REPORTS FTL 1'8-7835.1 418-1835.2;ELCO ULTRACON NOA; Glass Description (Listed from Exterior to Interior) DP DEWALT/ELCO CRETEFLEX NOA;DEWALT ULTRACON+NOA;NATIONAL DESIGN Type Table# SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL 1 1/.8" Annealed 2 11 APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 2 13/16n IG: 1/8n Annealed Cap, Airspace, 1/8n Annealed 3 3 3/16"Annealed 3 4 13/16" IG: 3/16" Annealed Cap, Airspace, 3/16"Annealed 4 FIGURE A:ALLOWABLE SASH CONFIGURATIONS AND SHAPES 5 1/8" Tempered 5 WIDTH WIDTH WIDTH 6 13116" IG: 1/8" Tempered Cap, Airspace, 1/8" Tempered 5 T IT 7 3/16" Tempered 5 w l�I��ll 1I1. III��II T____.__.___I /1_._ A.-_-.-__ /- TABLE 2: Bottom Sash. Design Pressure(Ibse)for Glass Type 1 Description Sash Height for Given Range Range(in) Tip to Tip Width 18" 25" 33" 37' 41" 45" 49" 53-1/8" 24" Equal-lite 12.464 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 1 -127.1 +80.0 -113.8 +80.0 -103.1 +80.0 -93.9 Equal-lite 15.964 +80.0 -130.0 +80.0 -130.0 +80.0 -104.0 +80.0 -95.5 +80.0 -89.1 +80.0 -84.2 +80.0 -81.4 +74.8 -74.8 31" Standard Proview 12.994-15.963 +80.0 -130.0 +80.0 -127.0 +80.0 -86.9 +76.0 -76.0 +66.7 -66.7 +60.7 -60.7 +57.2 -57.2 +53.5 -53.5 Shortest 12.464-12,993 +80.0 -130.0 +80.0 -124.0 +80.0 -84.0 +73.8 73.8 +63.2 -63.2 +57.2 57.2 +52.4 -52.4 +49.1 -49.1 Equal-lite 19.652 +80.0 -130.6 +80.0 -124.0 +80.0 -84.0 +73.8 73.8 +63.2 -63.2 +57.2 -57.2 +52.4 -52.4 +49.1 -49.1 Standard Proview 15.944-19.651 +80.0 1 -130.0 +80.0 1 -110.0 +80.0 -80.6 +70.3 70.3 +60.2 -60.2 +52.2 1 -52.2 +46,8 1 -46.8 +41.0 1 41.0 38-3/8" Custom Size 18.131-15.943 +80.0 -130.0 +80.0 -102.0 +78.2 -78.2 +68.7 -68.7 +59.3 1 59.3 +51.7 51.7 +46.2 1 -46.2 +40.0 -40.0 [' Custom Size 14.131-16.130 +80.0 -124.0 +80.0 -98.5 +77.1 77.1 +67.4 -67.4 +58.9 -58.9 +51.5 51.5 +46.1 -46.1 +39.9 -39.9 Shortest 12.464-14.130 +80.0 -118.0 +80.0 -95.2 +76.4 -75.4 +66.1 -66.1 +58.5 -58.5 +51.3 -51.3 +46.1 -46.1 +40.0 -40.0 EXTERIr- Equal-lite 22,964 +80.0 -130.0 +80.0 -110.0 +80.0 -80.6 +70.3 70.3 +60.2• -60.2 +52.2 -52.2 +46.8 -46.8 +41.0 -41.0 Custom Size 20.1.31-22.963 +80.0 -124.0 +80.0 -98.5 +77.1 -77.1 +67.4 -67.4 +58.9 -58.9 1 +51.5 -51.5 +46.1 46.1 +39.9 -39.9 Standard Proview 18.594-20.130 +80.0 1 -118.0 +80.0 1 -95.2 +75.4 -76.4 +60.1 -66.1 +58.5 -56.5 +51.3 -51.3 +46.1 -46.1 +40.0 1 40.0 45" Custom Size 16.131-18.593 +80.0 -102.0 +80.0 -85.0 +69.9 -69.9 +62.1 -62.1 +65.7 -55.7 +50.4 -50.4 +45.3 -45.3 +40.0 40.0 Custom Size 15.131-16.130 +80.0 -98.0 +80.0 -81.9 +68.1 -68.1 +60.6 -60.6 +54.6 -54.6 449.7 -49.7 +44.8 -44.8 +39.9 -39.9 Custom Size 14.131-15.130 +80.0 -95.5 +79.4 -79.4 +66.4 -66.4 +59.2 -59.2 +53.6 -53.6 +48.7 -48.7 +44.3 -44.3 +39.7 -39.7 Shortest 12.464-14.130 +80.0 -89.4 +74.8 -74.6 +62.1 -62.1 +56.3 56.3 +51.1 -51.1 +46.7 -46.7 +42.7 1 42.7 +38.6 -38.6 Equal-lite 24:964 +80.0 -130.0 +80.0 -102.0 +78.2 -78.2 +68.7 -68.7 +69.3 -59.3 +51.7 -51.7 +46.2 -46.2 +40.0 40.0 t Custom Size 22-131-24.963 +80.0 -112.0 +80.0 1 -92.0 +73.5 1 -73.6 +64,8 1 -64.8 +57.9 1 -57.9 +61.0 1 -51.0 +46.0 -46.0 +40.0 -40.0 a) Standard Prouew 20.194-22.130 +80.0 -102.0 +80.0 -85.0 +69.9 -69.9 +62.1 -62.1 +55.7 -55.7 +50.4 1 50.4 +45.3 -45.3 +40.0 40.0 = 49" Custom Size 18.131-20.193 +80.0 -95.5 +79.4 -79.4 +66.4 -66.4 +69.2 -59.2 +53.6 53.6 +48.7 -48.7 +44.3 -44.3 +39.7 -39.7 c• 1= Custom Size 16.131-18.130 +B0.0 -89.4 +74.6 74.6 +62.1 -62.1 +66.3 -56.3 +51.1 -51.1 +46.7 46.7 +42.7 -42.7 +38.6 -38.6 0 _a Custom Size 14.131-16.130 +80.0 -84.6 +69.6 -69.5 +59.2 -59.2 +53.7 -53.7 +48.8 -48.8 +44.8 -44.8 +40.9 1 40.9 +37.6 -37.6 Shortest 12.464-14.130 +80.0 -81.9 +64.0 -64.0 +56.4 -66.4 +51.0 -51.0 +46.8 46.6 +42.3 -42.3 +39.4 -39A +36.0 -36.0 Equal-lite 26.777 +80.0 -124.0 +80.0 -98.5 +77.1 1 -77.1 +67.4 1 -67.4 +58.9 r58.9 +51.5 -51.5 +46.1 -46.1 +39.9 -39.9 Custom Size 24,131-25.776 +80.0 -112.0 +80.0 -92.0 +73.5 -73.5 +64.6 -64.8 +57.9 -57.9 +51.0 1 -51.0 +46.0 -46.0 +39.9 -39.9 50-5/8" Standard Proview 20.844-24.130 +80.0 -98.0 +80.0 -81.9 +68.1 =68.1 +60.6 -60.6 +54.6 54.6 +49.7 -49.7 +44.8 -44.8 +39.9 -39.9 Custom Size 19.131-20.843 +80.0 -92.6 +77.0 -77.0 +64.1 -64.1 +67.7 -57.7 +52.3 -52.3 +47.7 -47.7 +43,8 -43.8 +39.2 -39.2 Custom Size 16.131-19.130 •+80.0 -84.6 +69.5 -69.5 +59.2 -59.2 +53.7 -53.7 +49.8 -48.8 +44.8 -44.8 +40.9 -40.9 +37.6 -37.6 Shortest 13.089*r 16.130 +80.0 -80.6 +61.7 -81.7 +55.1 -55.1 +49.8 -49.8 +45.5 -45.5 +41.3 -41.3 +38.6 -38.6 +35.1 -35.1 Equal-lite 31.964 +80.0 -95.5 +79.4 -79.4 +66.4 1 -66.4 +59.2 1 59.2 +53.6 53.6 +48.7 -48.7 +44.3 -44.3 +39.7 -39.7 63" Custom Size 28.131-31.963 +80.0 -84.6 +69.5 -69.5 +59.2 -59.2 +53.7 -53.7 +48.8 -48.8 1 +44.8 -44.8 +40.9 -40.9 +37.6 -37.6 Standard ProHew 25,794-28.136 +80.0 -80.6 +61.7 -61.7 +65.1 -56.1 +49.8 49.8 +45.5 -45.5 +41.3 41.3 +38,6 38.6 +35.1 -35.1 Shortest 25.049*-25,793 +80.0 -80.6 +61.7 -61.7 +55.1 -55.1 +49.8 -49.8 +45.6 -45.5 +41.3 -41.3 +38.6 -38.6 +35.1 -.35,1 Equal-lite 34.964 +80.0 -86.5 +79.2 -72.2 +60.6 -60.6 +55.0 -55.0 +49.9 -49.9 +45.8 45.8 +41.7 41.7 +38.1 -38.1 69" Custom Size 33.131-34.963 +80.0 -83.1 +66.7 -66.7 +57.8 -57.8. +572.11 52.1 +47.6 47.6 +43.5 -43.5 +40.1 -40.1 +36.8 -36.8 Shortest 31.049*-33.130 +80.0 -80.6 +61.7 -61.7 +55.1 -55.1 +49.8 1 49.8 +45.6 -45.5 +41.3 -41.3 +38.6 -38.6 +35.1 -35.1 Equal41te 36.964 +80.0 1 -83.1 +66.7 -66.7 +57.8 -57.8 +52.1 -52.1 +47. .6 +43.5 -43.5 +40.1 40.1 +36.8 -36.8 73" Custom Size 36.131-36.983 +80.0 -81.9 +64.0 -64.0 +56.4 -56.4 +51.0 -51.0 +46.6 -46.6 +42.3 -42.3 +39.4 -39.4 +36.0 -36.0 Shortest 35.049*-36.130 +80.0 -80.6 +61.7 -61.7 +55:1 -55.1 +49.8 -49.8 +45.5 -45.5 +41.3 -41.3 +38.6 38.6 +35.1 -35.1. 76" Tallest 38.464* +80.0 •80.6 +61.7 -61.7 +55.1 -55.1 +49.8 -49.8 +45.5 -45.5 +41.3 �t1.3 +38.6 38.6 +35.1 -35.1 *MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-37.536 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-36.536 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-37.951 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-36.951 TABLE 3: Bottom Sash Sash Height Design Pressure(Ibstfle)for Glass Types 2&3 Description Range(n) Tip to Tip Width for Given Range 18" 25" 33" 37" 41" 45" 49" 53-1I8" 24" Equal-lite 12.464 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130,0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.o -124.8 AIF' Equal-lite 15.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80:0 -130.0 +80.0 -130.0 +80.0 -121.6 +80.0 -109.6 +80.0 -99.5 31" Standard Proview 12.994-15.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.1 +80.0 -109.3 +80.0 -102.6 +80.0 -93.0 Shortest 12.464-12.993 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0. +80,0 -113.8 +80.0 -103.0 +80.0 -94.3 +80.0 -88.4 Equal-lite 19.652 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -113.8 +80,0 -102.8 +80.0 -92.2 +80.0 -83.3 5®OR( Standard PrWew 15.944-19.651 +80.0 1 -130.0 +80.6 -130.0 +80.0 -130.0 +80.0 425.0 +80.0 -108.4 +80.0 -94.0 +80.0 -84.2 +73.8 -73.8 EXTERIOF 38-3/8" Custom Size 15,131-15.943 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 114.0 +80.0 -101.0 +80.0 -90.6 +80.0 -81.6 +72.0 -72.0 Custom Size 14.131-15.130 +80.0 -130.0 +80.0 -130.0 +80.0 -129.0 +80.0 .110.0 +80,0 -97.7 +80.0 -87.1 +78.8 -78.8 +71.8 -71.8 - ShoPte§f 12A64-14,130 _+80.0 -130.0 +60.0 -130.0 +80.0 -124.0 +80.0 -107.0 +80.0 -94.8 +80.0 -84.0 +76.8 -76.8 +68.9 -68.9 Equal-lite 22.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.1 +80.0 -104.4 +80.0 -91.7 +80.0 -81.8 +73.6 -73.6 35 ORra Custom Size 20.131-22.963 +80.0 -130.0 +80.0 -130.0 +80.0 -129.0 +80.0 -110.0 +80.0 -97.7 +80.0 -87.1 +78.3 -78.3 +70.3 -70:3 Standard Proview 18.594-20.130 +80:0 -130.0 +80.0 -130.0 +80.0 -124.0 +80.0 407.0 +80.0 -94.8 +80.0 -84.0 +76.8 -76.8 +68.9 -68.9 45" Custom Size 16.131-18.593 +80.0 -130.0 +80.0 -130.0 +80.0 -112.0 +80.0 -99.1 +80.0 -87.5 +79.2 -79.2 +72.0 42.0 +62.5 -62.5 Custom Size 15.131-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -109.0 +80.0 -96.7 +80.0 -85.4 +78.0. -78.0 +70.8 -70.8 +61.5 -61.5 Custom Size 14.131-15,130 +80.0 -130.0 +80.0 -130.0 +80.0 -105.0 +80.0 94.5 +80,0 -83.5 +76.8 76.8 +69.7 -69.7 +60.6 -60.6 Shortest 12.464-14.130 +80.0 -130.0 +80.0 -127.0 +80.0 -99.8 +80.0 -90.7 +.80.0 -81.2 +74.8. -74.8 +67.7 -67.7 +59.6 -59.6 Equal-lite 24.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -114.0 +80.0 -99.1 +80.0 -86.7 +77.0 -77.0 +69.1 -69.1 Custom Size 22.131-24.963 +80.0 -130.0 +80.0 -130.0 +80.0 -120.0 +80.0 -104.0 +80.0 -92,2 +80.0 -82.1 +74.2 -74.2 +66.3 -66.3 Standard PrWeW 20.194-22.130 +80.0 -130.0 +80.0 -130.0 +80.0 .112.0 +80.0 -99.1 +80.0 -87.5 +79.2 -79.2 +72.0 -72.0 +62.5 -62.5 49' Custom Size 18.131-20:193 +80.0 -130.0 +80.0 -130.0 +80.0 -105.0 +80.0 -94.5 +80.0 -83.5 +76.8 -76.8 +69.7 -69.7 +60.6 -60.6 Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -127.0. +80.0 -99.8 +80.0 -90.7 +80.0 -81.2 +74.8 -74.8 +67.7 -67.7 +59.6 -59.6 Custom Size 14.131-16.130 +80.0 -130.0 +80.0 -120.0 +80.0 -94.5 +80.0 -87.3 +79.0 -79.0 +72.9 -72.9 +65.8 -65.8 +58.7 -50.7 1= Shortest 12.464-14.130 +80.0 -130.0 +80.0 -112.0 +80.0 -89.1 +80.0 -82.3 +76.9 -76.9 +70.5 -70.5 +64.2 -64.2 +57.6 -57.6 / Equal-lite 25.777 +80.0 -130.0 +80.0 -130.0 +80.0 -129.0 +80.0 -110.0 +80.0 -97.2 +80.0 -84.9 +76.4 -75.4 •+67.5 -67.5 l = Custom Size 24.131-25.776 +80.0 -130.0 +80.0 -130.0 +80.0 -120.0 +80.0. -104.0 +80.0 -92.2 +80.0 -82.1 +73.8 -73.B +66.0 -66.0 a o Standard Proview 20.844-24.130 +80.0 -130.0 +80.0 -130.0 +80.0 -109.0 +80.0 -96.7 +80.0 -85.4 +78.0 -78.0 +70.8 -70.8 +61.5 -61.5 EXTERI CL 50 518" Custom Size 20.131-20.843 +80.0 -130.0 +80.0 -130.0 +80.0 -105.0 +80.0 -94.5 +80.0 -83:5 +76.8 -70.8 +69.7 -6%7 +60.6 -60.6 Custom Site 18.131-20.130 t80.0 1 -130.0 +80.0 -127.0 +80.0 -99.8 +80.0 -90.7 +80.0 1 "81.2 +74.8 -74.8 +67.7 -67.7 +59.6 -59.6 Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -120.0 +80.0 -94.5 +80.0 -87.3 +79.0 -79.0 +72:9 -72.9 +65.8 -65.8 +58.7 -58.7 Custom Size 14.131-16.130 +80.0 -130.0 +80.0 -112.0 +80.0 -89.1 +80.0 -82.3 +76.9 -76.9 +70.5 -70.5 +64.2 -64.2 +57.6 -57.6 Shortest 12.464-14.130 +80.0 -130.0 +80.0 -108.0 +80.0 -86.4 +80.0 -80.6 +75.8 -75.8 +69.3 -69.3 +63.5 -63.5 +57.0 -57.0 Equal-lite 31.964 +80.0 -130..0 +80.0 -130.0 +80.0 -105.0 +80.0 -94.5 +80.0 -83.5 +75.4 -75.4 +66.1 -66.1 +58.6 -58.6 Custom Size 28.131-31.963 +80.0 -130.0 +80.0 -120.0 +80.0 -94.5 +80.0 -87.3 +79.0 -79.0 +72.9 -72.9 +64.1 -64.1 +56.7 -56.7 Standard Proview 25:794-28.130 +80.0 -130.0 +80.0 -108.0 +80.0 -86.4 +80.0 -80.6 +75.8 -75.8 +69.3 -69.3 +63.5 -63.5 +57.0 -57.0 Custom Size 24.131-25.793 +80.0 -130.0 +80.0 -105.0 +80.0 -83.5 +79.0 -79.0 +74.8 -74.8 +68.2 -68.2 +62.3 -62.3 +56.5 -56.5 63" Custom Size 22.131-24.130 +80.0 -130.0 +80:0 -99.8 +80.0 -80.2 +75.9 -75.9 +71.4 -71.4 +65.9 -65.9 +60.6 -60.6 +55.4 -55.4 Custom Size 20.131-22.130 +80.0 -130.0 +80.0 -93.4 +76.8 -76.8 +72.9 -72.9 +68.2 -68:2 +63.8 -63.8 +58.9 -58.9 +54.0 -54.0 Custom Size 18.131-20.130 +80.0 -130.0 +80.0 -88.6 +73.4 -73.4 +69.5 -69.5 +65.1 -65.1 +61.1 -61.1 +57:3 -57.3 +62.1 -52.1 Custom Size 16.131-18.130 +80.0 -129.1 +80.0 -83.7 +69.7 -69.7 +65.8 -65.8 +62.3 -62.3 +58.9 -58.9 +55.7 -55.7 +50.8 -50.8 Shortest 13.194•-16.190 +80.0 -126.5 +75.8 -75.8 +63.7 -63.7 +61.1 -61:1 +58.9 -58.9 +55.9 -55.9 +52.3 -52.3 +48.6 -48.6 Equal-lice 38.464 +80.0 -130.0 +80.0 -108.0 +80:0 -86.4 +80.0 -80.6 1 +75.8 -75.8 +69.3 -69.3 1 +60.7 -60.7 +53.2 -53.2 Custom Size 36.131_-38.463 +80.0 -130.0 +80.0 -102.0 +80.0 -81.8 +77.4 -77.4 +73.1 -73.1 +67.0 -67.0 +60.0 -60.0 +52.5 -52.5 Custom Size 34.131-36.130 +80.0 -130.0 +80.0 -96.7 +78.5 78.5 +74.4 -74.4 +69.8 -69.8 +64.8 -64.8 +59.7 -59.7 +52.7 -52.7 76" Standard Proview 30.994-34.130 +80.0 -130.0 +80.0 -88.6 +73.4 -73.4 +69.5 -69.5 +65.1 -65.1 +61.1 -61.1 +57.3 -57.3 +52.1 -52.1 Custom Size 30.131-30.993 1 +40.0 -130.0 +80.0 -86.2 +71.6 -71.6 +67.7 -67.7 +63.6 -63.6 +60.0 -60.0 +56.5 -56.5 +51.4 a1.4 nnv,.- nO 404 �n 40n 1. ion n 4n7 0 Ion n 04 n in7 0 C7 0 9A n I _RA n Alf A I _R4 A 197 0 _r7 0 +.FA A _rA F "n 4 1 _Fn 1 TABLE 4: Bottom Sash sash Height Design Pressure(Ibs/fe)for Glass Type 4 Description Range(in) Tip to Tip Width for Given Range 18" 25" 3T 37" 41" 45' 49" 53-10 24" Equal-lite 12.464 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 ,130.0 +80.0 -130.0 Equal-lite 15.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 31" Standard Proview 12.994-15.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .130.0 +80.0 -130.0 All Shortest 12.464-12,993 +80.0 -130.0 +80.0 -130.0 1 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 1 +80.0 -130.0 1 +80.0 .-130.0 +80.0 -130.0 Equal-lite 19.652 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 A30.0 +80.0 -130.0 Standard Proview 15.944-19.651 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 A22.0 +80.0 -112.0 38-30 Custom Size 15.131-15.943 +80.0 -130.0 +80.0 -130.0 +80,0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 A30.0 +80.0 -130.0 Custom Size_ 14.131-15.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 430.0 +60.0 -130.0 +80.0 -130.0 +80.0 A30.0 +80.0 -129.6 @OR(= - -Shortest-- -- 12.464-14,130 +80.0 =130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 A30.0 +80.0 -124.0 Equal-lite 22,964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 ,130.0 +80.0 -117.7 EXTERI Custom Size 20.131-22.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +60.0 -125.3 +80.0 -112.5 Standard Proview 18.594-20.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -129.1 +80.0 -116.0 45" Custom Size 16.131-18.593 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -126.0 +80.0 -112.5 35 OR( Custom Size 15,131-16.130 +80.0 -130.0 +80.0 -130.0 +90.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -127.4 +80.0 -110.7 Custom Size 14.131-15.130 +80.0 -130.0 +80.0 -130.0 +80.0 A30.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -125.5 +80.0 -109.1 Shortest 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.9 +80.0 -107.3 Equal-lite 24.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -123.3 +80.0 -110.6 Custom Size 22.131-24.963 +80.0 -130:0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0' +80.0 -130.0 +80.0 -130.0 +80.0 -118.7 +80.0 -106.3 Standard Proview 20.194-22.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130,0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.3 +80.0 -108.6 49" Custom Size 18.131-20.193 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.8 +80..0 -108.1 Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130..0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.9 +80.0 -107.3 Custom Size 14.131-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .118.4 +80.0 -105.7 t Shortest 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 130.0 +80.0 -130.0 +80.0 -126.9 +80.0 -115.6 +80.0. -103.7 Equal-lite 25.777 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130,0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.6 +80.0 -108.1 = Custom Size 24.131-25.776 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -118.1 +80.0 -105.7 a P Standard Proview 20.644-24.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 416.7 +80.0 -104.3 0 CL 50-5/8" Custom Size 20,131-20.843 +80.0 -130.0 +80.0 -130.0 +80,0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.1 +80:0 -107.4 Custom Size 18.131-20,130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -119.8 +80.0 -107.0 Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -130.0 +80.0 .430.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -118.4 +80.0 -105.7 Custom.Size 14.131-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -126.9 +80.0 -116.6 +80.0 -103.7 Shortest 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -124.7 +80.0 -114.3 +80.0 -102.6 Equal-lite 31.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.6 +80.0. .105.7 +76,2 -93.8 Custom Size 28.131-31.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -117.5 +80.0 -102.6 +73.7 -90.8 Standard Proview 25.794-28.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 =130.0 +80.0 -130.0 +80.0 -119.8 +80.0 -104.6 +75.2 -92.6 Custom Size 24.131-25.793 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.B +80.0 -106.3 +76.4 -94.0 63" Custom Size 22.131-24.130 +80.0 -130.0 +80.0 -130.0 +80..0 -130.0 +80.0 -130.0 +80.0 -128.5 +80.0 -118.6 +80.0 -107.4 +77.0 -94.8 Custom Size 20.131-22.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -122.8 +80.0 -114.8 +80.0 -106.0 +78.3 -96.3 Custom Size 18.131-20.130 +80.0 -130.0 1 +80.0 -130.0 +80.0 -130.0 +80.0 -125.1 +80.0 -117.2 +80.0 -110.0 +80.0 A03.1 +79.9 -93.8 Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -130.0 +80.0 -125.5 +80.0 -118.4 +80.0 -112.1 +80.0 -106.0 +80.0 -100.3 +80.0 -91.4 Shortest 13.194*-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -114.7 +80.0 -110.0 +80,0 -106.0 +80.0 -100.0 +80.0 -94.1 +80.0 -87.8 Equal-lite 38.464 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +86.0 -130.0 +80.0 -112.5 +76.9 -97.1 +69.1 -85.1 Custom Size 36.131-38.463 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -111.7 +78.1 -96.1 +68.2 -84.0 Custom Size 34.131-36.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -125.6 +80.0 -112,1 +78.4 -96.5 +68.5 =84.4 76" Standard Proview 30.994-34.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -125.1 +80.0 -117.2 +80.0 -110.0 +78.7 -96.9 +68.7 -84.5 Custom Size 30.131-30.993 +80.0 -130.0 +80.0 -130.0 +80.0 -128.9 +80.0 -121.9 +80.0 -114.5 +80.0 -108.0 +80.0 -99.0 +70.2 -86.4 404 �n awn s Of%n 4on n -on n 4on n -an n 4,)n n won n 44c� won n 4-InG won n 4n�� -an n 021 .7n n _aa a TABLE 5: Bottom Sash Design Pressure pbs/fe)for Glass Types 5-8 Description Sash Height for Given Range Range(in) Tip to Tip Width 18" 25" 33" 37" 41" 45" 49" 53-1/6' 24" Equal-cite 12.464 +80.0 -130.0 +80.0 -130.0 +80,0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 Equal-lite 15.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -190.0 +80.0 -130.0 +80.0 -130.0 31" Standard Proview 12.994-15.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +8010 -130.0 Shortest 12.464.-12.993 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 Equal-lite 19.652 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 EXTi Standard Proview 15.944-19,651 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80,0 -130.0 +80.0 -130.b +80.0 -130.0 +80.0 -122.0 +80.0 Al2.0 < 38-3/8" Custom Size 15.131-15.943 +60.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80:0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 1 -130.0 Custom Size 14.131-15.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 1 -130.0 -Shortest - -12:464_-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 430.0 +80.0 -130.0 Equal-lite 22.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .130.0 +80.0 -117.7 Custom Size 20.131-22.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +60.0 1 -130.0. +80.0 1 -130.0 +80.0 -125.3 +80.0 -112.5 Standard PrNew 18.594-20.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +60.0 -129.1 +80.0 -116.0 45" Custom Size 16.131-18.593 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80,0 -126.0 +80.0 -113.7 Custom Size 15.131-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -190.0 +80.0 -130.0 +80.0 -130.0 +80.0 -118.6 Custom Size 14.131-15.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -119.5 Shortest 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +60..0 -130.0 +60.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -119.7 Equal-lite 24.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 1 .130.0 +80.0 1 -130.0 +80.0 -130.0 +80.0 -123.3 +80.0 -110.6 Custom Size 22.131-24,963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -118.7 +80.0 -106.3 �C Standard Proview 20.194-22.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 421.3 +80.0 -108.6 49' Custom Size 18.131-20.193 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 '-120.8 +80.0 -108.1 EXTEF Custom Size 16.1.31-18.130 +80.0 -130.0 +80.0 -130.0 +80.0 -13D.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -123,5 +80.0 -110.3 Custom Size 14.131-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -125.8 +80.0 -112.1 Shortest 12.464-14.130 +80.0 A30.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -129.2 +80.0 .114.9 Equal-Ifte 25.777 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.6 +80.0 -108.1 35 = Custom Size 24.131-25.776 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -118.1 +80.0 -105.7 a 0 Standard Proview 20,844-24,130 +80.0 -130.0 +80.D -130.0 +80,0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -116.7 +80.0 -104.3 {: 50-5/8" Custom Size 20.131-20.843 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.1 +80.0 -107.4 Custom Size 18.131-20.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -119.8 +80.0 -107.0 Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.7 +80.0 -108.5 Custom Size 14.131-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -124.2 +80.0 -110.5 Shortest 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 1 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 1 -130.0 +80.0 -127.8 +80.0 -113.4 Equ.114ite 31.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.6 +80.0 -105.7 +76.2 -93.8 Custom Size 28.131-31.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -117.5 +80.0 -102.6 +73.7 -90.8 Standard Proview 25.794-28.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 430.0 +80.0 -130.0 +80.0 -119.8 +80.0 -104.6. +75.2 -92.6 EX7 Custom Size 24.131-25.793 +80.0 A30.0 +80.0 -130.0 +80.0 -130.0 +80.0 430.0 +80.0 -130.0 +80.0 -121.6 +80.0 -106.3 +76.4 -94.0 63" Custom Size 22.131-24.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -100.0 +80.0 -130.0 +80.0 -123.3 +80.0 -107.4 +77.0 -94.8 Custom Size 20.131-22.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -126.0 +80.0 -109.4 +78.3 -96.3 Custom Size '18.131-20.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -129.4 +80.0 -112.0 +79.9 -98:3 Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -115.1 +80.0 -100.7 Shortest 13.194•-16.130 +80.0 -'130.0 +80.0 A30.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -129.2 +80.0 -118.8 +80.0 -103.5 Equal-lite 38.464 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -112.5 +78.9. -97.1 +69.1 -85.1 Custom Size 36.131-38.463 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -111.7 +78.1 -96.1 +68.2 -84.0 Custom Size 34.131-36.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -112.1 +78.4 -96.5 +68.5 -84.4 76" Standard Proview 30.994-34.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -113.0 +78.7 -96.9 +68.7 -84.5 Custom Size 30.131-30.993 +80.0 -130.0 +60.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -115.2 +80.0 -99.0 +70.2 -86.4 n...-4__c:__ no vav an van .,.on n .van n -an n I _van n .aan n I _1'in n I v nn n -14n n I +Ann I _1'4n n +An n -11F Q +An n -QQ Fi +7n d -RR R TABLE 6: Anchor Quantifies Required for Tip to Tip Width "Through-Frame"Installation 19! 1 26' 1 3T 37, 41" 45" 49" 53-11T using Glass TV es 1-3 Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb D a� 0. Q 0: rli `U x d 0= ro [C m a o! m Bottom Sash v v v M v v v g a Sash Height '� '� 1O for Given RDescriptron ange Range On) � •� _ �' � _ � � _. � � _ 'oo � _ �' � = g � = a � TABLE 6b: ¢ m ¢ m m ¢ m ¢ m ¢ m ¢ m ¢ m 24" Equal4ite 12.464 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 Descriptla Equal-lite 15.964 1 2 1 1 2 1 1 2 1 1 2121 1 2 2 1 2 2 1 2 2 1 2 2 31" Standard Proview 12.994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2121 2 213 2 2121 1" 1/8"Annealed 2 13/16"IG:1/8"A' 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 3 3/16'Annealed Equal41te 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 •2 2 2 2 2 2 2 2 2 2121 `TIP TO TIP SIZE FOF- Standard Proview 15.944-19.651 2 2 1 2 2 1 2 2 -2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 LIMITED 70 53--10 X 7 38-3/8" Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 2 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 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shortest 12.464-14.130 2 2 1 2 2 1 2 2 2 2 2' 2 2 2 2 2 2 2 2 2 2 2 2 2 Equal-lite 22.964 2 2 1 2 2 1 2 2 2 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 2 2 2 2 2 2 2 2 2 2 2 2 2 •2 2 2 Standard Proview 18.594-20.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .2 46' Custom Size 16.131-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 212 2 2 2 2 Custom Size 15,131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 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 Shortest 1Z464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 A 3 2 2 3 2 2 Equal-lite 24.964 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 22.1$1-24.963 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard Provew 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 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 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 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 = 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 CD Equal-lite 25.777 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 = Custom Size 24.131-25.776 212 1 2 2 1 2 2 2 2 2121 2 2 2 2 2 2 2 2 2 2 2 2 a Standard Proview 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 a Custom Size 20.131-20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 212 2 2 2 2 2 2 2 2 2 1= 50-5/8" Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 312 2 3 2 2 3 2 2 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 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 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 Equal-lite 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 *GLASS TYPE 1: 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 3121 MINIMUM SASH HEIGHT FOR.FLANGED WINDOWS IS:TIP TOTIP HE Standard Proview 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 2 2 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WIND( Custom Size 24.131-25.793 3 2 1 3 �2 1 3 2 1 312 2 3 2 2 3 2 2 3 2 2 3 2 2 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS: 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 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADII Custom Size 20.131-22.130 3 21 1 1 3 12 1 3 2 11 3 2 21 3 2121 3 2 2 3 2 1 2 1 3 2 2 *GLASS TYPE 2&3: Custom Size 18.131-20,130 3 2 1 3 2 1 3 2 11 3 2 2 3 2 121 2 2 3 2 2 3 1 2 2 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HE-- Custom Size 16.131-18.130 3 2 1 3 2 1 ITT 1 3 2 2 3 2 2 '3 '2 2 3 2 2 3 2 2 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WIND( MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS: 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 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADII Equal-lite 38.464 3 3 1 3 3 1 3 3 17 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size 36.131-38,463 3 3 1 3 3 1 3 3 1 3 3 23 3 2 3 .3 2 3 3 2 3 3 2 11-f...•,42 W iqi-w:1qn q q 1 q q q q 1 R 'A9 R R 9 1 1 9 R R 9 R 1 9 TABLE 7: Anchor Quantities Required for Tip to Tip Width "Through-Frame"Installation 18" 25" 33" 37" 41" 46' 49' 53-1/8" using Glass T es 4-8 Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb � � � T�iig. � TINj Till. Bottom Sash 2 a 2 2 v 2 2 v av 2Description Sash Height > o 2 > o 8 ' o = o for Given RangeRa09e Gn) ° .° mTABLE 7b: m ¢ m ¢ m ¢ m ¢ m M. Equal4ite 12.464 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 Descripti 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 4 13116"IG:3l16' 31" Standard Proview 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 5 1/8"Tempered 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 6 13116"IG:1/9' Equal-lite 19,652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 7 3116"_Temperer_ -1-Standard-Standard Pro%iew 15,944-19.651 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 8--- 13/16"lG:-3/16- 38-3/9' Custom Size 15.131-15.943 2 2 1 2 •2 1 2 2 2 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 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Shortest 12.464-14.13U 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 Equal-lite 22.964 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 Custom Size 20.131-22.963 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 Standard Proview 18,594-20.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 45" Custom Size 16,131-18.593 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 Custom Size 15.131-16.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2. 3 2 3 3 2 3 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Equal-lite 24.964 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Custom Size 22.131-24,963 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Standard ProHew 20.194-.22.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 2 3 3 49' Custom Size 18.131-20.193 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 3 3 2 3 3 3 2 3 3 Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Equal-lite 25.777 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2• 2 3 2 2 3 2 = Custom Size 24.131-25.776 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 a F' Standard Pro%iew 20.844-24.130 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 0 a Custom Size 20.131-20.843 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 2 3 3 i= 50-5/8" Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 2 3 Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Equal-lite 31.964 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Custom Size 28.131-31.963 3 3 1 3 3 1 3 3 2 3 3 2 .3 3 2 3 3 2 3 3 2 3 3 2 Standard PrWew 25.794-28.130 3 2 1 3 2 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 Custom Size 24.131-25.793 3 2 �1 3 2 1 3 2 2 3 3 2 3• 3 2 3 3 3 3 3 3 3 3 •3 63" Custom Size 22.131-24.130 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 3 3 3 Custom Size 20.131-22.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 3 3 3 3 3 3 2 3 Custom Size 18.131-20.130 3 2 1 3 2 1 1 3 2 2 3 2 2 4 2 2 4 2 3 4 2 3 3 2 3 Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 2 4 2 21 4 1 2 1 21 4 2 3 4 2 3 4 2 3 Shortest 13.194*-16.130 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 4 2 3 Equal-lite 38.464 3 3 1 3 3 1 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 3 2 Custom Size 36.131-38.463 3 3 1 3 3 1 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 3 2 n�,..�....,c:-o W 414_1A 41n 1 1 4 q 1 4 R 1 9 A R 7 A d 9 � d 9 11 A 1 'A 1 9 � A � INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 I INSTALLATION ANCHORED THROUGH FRAME AN( OPTION 1. EDGE DISTANCE - -- 7 DIRECTLY INTO CONCRETE/CMV. B1 ANCHORED THROUGH f —� — EMBEDMENT FRAME INTO 2X WOOD 1/4"MAX SHIM FRAME OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. I EMBED- I '• '. 4 SASH VISIBLE _ MENT LIGHT WIDTH DISTANCE 1/4"MAX SHIM 19 --- 26 FIXED VISIBLE - — L — -- -----t----� -- -- --- SEE TABLE °�'e LIGHT WIDTH NOTE B'FOR 30 18 HEAD TYPE TYP.ANCHOR TYPE, FIXED EMBEDMENT AND a' VISIBLE EDGE DISTANCE PER LIGHT SUBSTRATE,SEE HEIGHT 31 5 OR 56 TABLE 8. TIP TO TIP WIDTH 32 EXTERIOR TYP.ANCHOR TYPE, HORIZONTAL SECTION A-A 45 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. � { 1/4"MAX.SHIM 14 I 46 55 DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING TIP 43 OR STEEL STUD.MAY BE VERTICAL OR TO 13. HORIZONTAL.SEE SUBSTRATE TIP 63 USE EITHER 1 PROPERTIES,TABLE 8. HEIGHT SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS INSTALLATION OPTION 4 SASH ANCHORED THROUGH VISIBLE FRAME INTO METAL LIGHT HEIGHT YJ TABLE B: Min. Edge Min. EXTERIOR Anchor Substrate Distance Embedment 33 P.T.Southern Pine(SG=0.55) 9/16" 1-318" NOTES: 15 10 #12 Steel, Aluminum,6063:M min. 3/8" 0.063" 18-8 or 410 1)USE( A36 Steel 3/8" 0.063" OPTIONAL HI-RISE SS Screw TABLE E SILL SHOWN.SEE Steel Stud,Gr. 33 min. 3/8" 0.045"(18 Ga) INSTAL L• 1"WEEP 42 SHEET 10 FOR ,,,,,,AAA 00 Concrete(min.3.35 ksi) V 1-3/4" THE WII INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION ANCHORED THROUGH FRAME AN -��-- -F --- DIRECTLY INTO CONCRETE/CMU. E OPTION 1 EDGE DISTANC!ANCHOREp THROUGH r T - — --T--, FRAME INTO 2X WOOD EMBEDMENT FRAME OR BUCKSTRIP. 1/4"MAX SHIM SEE NOTE 2,THIS SHEET. EMBED- I SASH VISIBLE MENT EDGE a LIGHT WIDTH DISTANCE 1/4"MAX SHIM 19 -- M FIXED VISIBLE -- - - 26 I--- — —... --- LIGHT WIDTH — -- -- SEE TABLE r. 3 NOTE B,FOR 3l) 18 HEAD TYPE ' ,• . TYP.ANCHOR TYPE, a +` FIXED EMBEDMENT AND VISIBLE EDGE DISTANCE PER LIGHT ' - ^" SUBSTRATE,SEE 31 5 OR 5B HEIGHT TABLE 8, I+ BUCK WIDTH 32 TYP.ANCHOR TYPE, EXTERIOR HORIZONTAL SECTION A-/ 45 EMBEDMENT AND EDGE lu DISTANCE PER SUBSTRATE, 14 SEE TABLE 8. 1/4"MAX.SHIM 46 55 43 DADE APPROVED MULLION,FBC BUCK 13 COMPLIANT ALUMINUM/STEEL FRAMING HEIGHT 63 USE EITHER 1 OR STEEL STUD.MAY BE VERTICAL OR SWEEP LATCH @ HORIZONTAL.SEE SUBSTRATE MIDSPAN OR 2 PROPERTIES,TABLE 8. BOTTOM LOCKS SASH INSTALLATION VISIBLE EQUAL OPTION 4 LIGHT LEG/BOX ANCHORED THROUGH HEIGHT FRAME FRAME INTO METAL SHOWN EXTERIOR TABLE 8: Min. Edge Min. Anchor Substrate Distance Embedment NOTES 15 12 33 P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" #12 Steel, Aluminum,6063-T5 min. 3/8" 0.063" 1)USE OPTIONAL HI-RISE 18-8 or 410 TABLE SILL SHOWN.SEE SS Screw A36 Steel 3/8" 0.063" INSTAL 1"WEEP 42 SHEET 10 FOR Steel Stud,Gr.33 min. 3/8" 0.045"(18 Ga) THE W 2.560" 3.1+ 2.848" �- 2.848" T T 1.125" 2.848" 062" 062" - 2.112" 2.724" 1.489" 987" .062" � .062" .062" + O FLANGE FRAME HEAD O HEAD INTEGRAL FIN FRAME O EQUAL LEG FRAME HEAD O FLANGE FRAME JAMB O TI 2.798" � 2: 2.798" - 2.798" -� 2.798" -� 2.841" 3.466" 2.341" 3.508" 062" 062" .062" .062"' 1.125" OO O HI-RISE 7 FLANGE FRAME SILL 9 EQUAL LEG FRAME SILL �o FLANE FRAME SILL 1'.125" _ INTEGRAL FIN INTEI O 11 FRAME SILL 2 273" ---� SILL GI 2273" -►-� 1.300. .120" � STRUCTURAL 170" 2.772" POLYISOBUTY ENE WITH 2.211° 2.105" DESICCANT 2.150" .062" 062" EXT,GLASS .062" -►4�,- -�-I 1.300" 1.300" �-�- SASH BOTTOM RAIL- 70 KODISPA �s SASH BOTTOM RAIL ns SASH TOP RAIL 14 15 FIXED MEETING RAIL Ni_PIRP TABLE 11: Item PGT Part# Description Material 51 1 642001 Head, Flange Alum. 6063-T6 2 642017 Head, Integral Fin Alum. 6063-T6. 3 624028 Head, Equal-leg Alum. 6063-T6 e 4 624004 Jamb, Flange Alum. 606346 4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063-T52 1 5 624020 Jamb, Integral Fin Alum. 6063-T6 5A Jamb, Integral Fin(Used For Alternate Radius Top Head) Alum, 6063-T52 6 624031 Jamb, Equal-leg Alum. 6063-T6 6A - Jamb,Equal-leg(Used For Alternate Radius Top Head) Alum. 6063-T52 40 HEAD _- 7 624002 Sill, Flange Alum. 6063-T6 8 624018 Sill, Integral Fin Alum. 6063-T6 INTERIOR 9 624029 Sill, Equal-leg Alum. 6063-T6 10 624003 Sill, Hi-Rise, Flange Alum.6063-T6 11 624019 Sill, Hi-Rise, Integral Fin Alum. 6063-T6 12 .624030 Sill, Hi-Rise, Equal-leg Alum. 6063,:M 4 14 13 624006 Sash Top Rail Alum. 6005A T61 14 624005 Fixed Meeting Rail Alum. 6005A-T61 15 624012 Sash Bottom Rail-Hi-Rise Alum. 6063-T6 JAMB 16 624068 Sash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 6063-T6 18 624051 Head Anchor Cover Alum. 6063•T6 19 624015 Sash Stop Alum. 6063-T6 25A 624009 IG Bead Alum. 6063-T5 25B 624011 IG Snap Bead Alum. 6063-T5 26 624023/24 1/8" & 3/16" Bead Alum. 6063-T6 30 6TP247 Glazing Bead, Bulb Vinyl for#624023 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for#624009򘖋 Vinyl SAS 32 724046 Sweep Latch(@ Top Rail) Cast Zinc 4 33 624049 Bottom Latch (@ Sill) Alum.6063-T6 SAD 34 Setting Block (1/8"X 1/2"X4") Neoprene RAC 35A IG Setting Block (1/8"X 31,V X 4") Neoprene JAMB 35B 7.24014 IG Snap Setting Block Vinyl 36 724044 Bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 17 38 724054 Sash Top Rail Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyethylene 37 40 724057 Head Gasket Polyethylene 41 724063 Meeting Rail Gasket Polyethylene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene o _ _ 43 Weatherstrip, .270"X.187", Fin Seal (@ MR) 44 67S16G Weatherstrip, .170"X.270", Fin Seal (@ Sash Side Rail) 00 45 Weatherstrip, .170"X.187", Fin Seal (@ Top Sash Rail) 46 1 varies Balance with Cover&Trim I Rigid Vinyl R iW FOR CODE COMPLIANCE M IAM I-DADE ST. �, U C I E COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOD aGR) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMEWSTRATION DIVISION T(786)315-2590 P(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.y_ov/economv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 File Copv 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(AID. 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"PGT"Clipped Extruded Aluminum Tube Mullion--L.M.I. APPROVAL DOCUMENT: Drawing No. 63003R, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, 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. 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 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 revises NOA#16-0218.03 and 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 Jorge M.Plasencia,P.E. NOA No. 17-0630.01 CMIAMI=CQUfqT1YJ Expiration Date: 1 06 1 Momj`N117 Approval Date: November 09,2017 Page 1 PGT Industries,Inc- NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-08-19.05) 2. Drawing No. 6300JK titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I. 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and with FBC 61h Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE I. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 L i PGT Industries,Ill'C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5 h Edition (2014) and FBC-61 Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 1.6-0218.03, issued to PGT Industries, Inc. for their Series `TGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M.Plasencia,P.E. P.r6dZuet Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-2 SLJITA13LE FOP,ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO AN MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN,EACH SITUA EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD,OPTIO MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHEF FIGURE 1, 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE I MULTIPLE OPENING WIDTH FOR VERTICAL MULL- ARCHES SCRIBED SBE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED T( MULLIONS / SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP. A-D,G,H; SHAPE SHEETS 2 4 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS c - ------ ' DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN11180,THE 11 - III IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVAL 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYI INSTRUCTIONS. SEE DETAILS Il / 111 5 USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODU- A THRU G; / b /_ III _ I \ SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24. F SHEETS 2-4 1 y _ 1 ATHRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHOR SHEETS 2 4 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. OPENING VERT. HEIGHT 0)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT Sl: MULL FOR LENGTH HORIZONTAL SEE DETAIL I-, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCC BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL B SHEET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTS REACTIONS. FENESTRATION 8)REFERENCE:TEST REPORTS: FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S PRODUCTS MAY BE OF ANY TYPE. g)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREN MUST BE CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE / i I I MANUFACTURED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. BY PGT. 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ, SEE DETAILS HORIZONTAL A-D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED Th MULL SHEETS 2-4 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIi LENGTH HORIZONTAL MULL INSTRUCTIONS: LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FTa)FOR THE OPENING U MULL OPENING WIDTH I-__HORIZ.MULL LENGTH--I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PROI LENGTH �_ � }� �, 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR"OF OPENING 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FP)FROM TABLES 1A THRI HEIGHT IQ THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE A OPEIJHIG MULL HFOPJZ.OR vERr. MULLION CAPACITY(LBS)F TZ)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESI HE, LENGTH MULL MULL STEP 1). !II LENGTH _.. .__._ - - D N �� ., it I 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THIr VALUE IN THE NEXT'CO DETAIL A: DETAIL B: MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X OR WOOD FRAMING WOOD BUCK AND MASONRY (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) MULLION I -- --- -- --- •� 1 1 � SEE SHEETS I 21-23 FOR HOLE d I EITHER THE a I I �, LOCATIONS d n I STANDARD OR d OFFSET MULL v a EDGE o 0 CLIP MAY BE I DISTANCE ° -INSTALLED BY I I I FOR WOOD I t THIS METHOD, d v4 SCREWS 250"MAX FOR d vQ a a' v ALL MULLIONS v. 4 � a •d cl EXTERIOR v d EDGE ' d v DISTANCE d d d FOR ° v v MASONRY THE OFFSET CUP IS ANCHORS 1,✓�s1 a RECOMMENDED FOR EXTERIOR d a d FIN-FRAMED v WINDOWS,BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 1 B-160 SEE TABLES 1B-18B EDGE/END DISTANCE SEE TABLES �� BUCKSTRIP 1B-138 " r •' EMBEDMENT AND EMBEDMENT' ATTACHMENT c BY OTHERS, J—— } SEE NOTE 1, a• e; ' :�.. .. :. SHEET I. ' -p•' ' .«.... MIN. " SIDE VIEW FRONT VIEW INSTALLATION NOTES: DETAIL C: --I .125"MIN. MULLION DIRECTLY ATTACHED TO MULLION MASONRY STRUCTURE (STANDARD CLIP SHOWN) VARIES. II I rYP.ANCHOR EITHER THE I I �—PER SUBSTRATE, STANDARD OR I SEE TABLES 1 5-13B __-- OFFSET MULL i i _ TOP VIEW -- - CUP MAYBE I I I EDGE DISTANCE INSTALLED BY I� I ° FOR MASONRY VARIES THIS METHOD', ANCHORS lam- d.o � EXTERIOR A -, EDGE DISTANCE ° a THE OFFS i=T CUP IS -� RECOMMENDED FOR FOR MASONRY 4 %• a FIN-FRAMED INTERSECT ANCHORS ° WINDOWS,BUT MAY U-CUP ALSO BE USED FOR OTHER FRAME TYPES. TYP.ANCHOR d PER SUBSTRATE, SEE TABLES 1 B-135 TYP.ANCHOR PER SUBSTRATE, BUCKSTRIP SEE TABLES 115-1313 AND FRONT VIEW ATTACHMENT BY OTHERS, SEE NOTE I, .° e• �'e ' ., EMBED NT� ENT EDGE f• DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU ON 2.7 KSI CONCRETE OR CMU 1B-135 FRONT VIEW SIDE VIEW DI MULLION STE (STANDAF INSTALLATION NOTES: STRUCTURE TYR ANCHC 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PERSUBSTF / SEE TABLES 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILSA-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3)ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. A%fnrnnn❑1 Ir•I!C ADO nD•rinnlA, CRI=n;=TAII C THI.R fRHFFT DETAIL F: DETAIL G: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP (F-CLIP) (ANGLE CLIP) SEE DETAILS A-D, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES, MULLION c: O O p O O O O O SIDE VIEW SHOWN WITH I"X4"X,126"• I TOP VIEW MULLION I I .EXTERIOR I I �a I I TYP,ANCHOR STANDARD MULLION CLIP I PER SUBSTRATE, MODIFIED TO FIT FIELD Ict SEETABLES 1B-14B CONDITIONS. I I \\ MULLION I � I 2"X 6"X.125" \ I I I ANGLE CLIP, 1 I I 2 PER MULLION END, A I I MUST BE INSTALLED ICE I INSIDE OF MULL.t I i I �TYP,ANCHOR PER SUBSTRATE, SEE TABLES IB-135 INTO WOOD, STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR O F�EDOiG1A140',OR -�" p �7T ® ® INTO WOOD,STEEL, ALUM,CMU OR MASONRY O ® ® EDGE DISTANCE PER nror.NnR TABLE 1A Mullion Capacity Table bsfft Opening Width(forver0cally-sparring mullions)or Opening Height(forhorizortWify-spanning mullions) 50 in 60 in 70 in1. 80 in 90 In 100 In 1201n Rectangular Tmpn6ang. Rectangular TraplTdang, Rectangular TraplTdong, Rectangular ThaplTdang. Rectangular TlapRhang. Rectangular Tiapriliang. Rectangular Tiap/Triang, Rectangt 1 X 2 x.125 Loading Loading Loading Loading loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadin Alum.Tube a _ w _ Z, i✓_ k .. Mullion ii°. a,.� a ' m ro C �, n, 4 0. n R1 q, " �9 a a p _ u� c�_ b c` _ � �(� � 8 c�� �iyy+ 8� t�i_ B.. c`°�_ V 7 �,,ppWp� L5 ,,0.qq^• �VL�^^' �.�.. C� 5 L j ,.q[ L C� Q 1C y O 2 �� _� y y' N ! d` � -g- 421n 111.9 408 129.5 332 93.2 408 115.6 326 79.9 408 10T.8 321 69.9 408 1g4.4 319 62,1 408 , 104.0 319 66.9 406 104,0 319 46.6 408 1g4.0 319 39.9 481n 74.9 312 83,8 258 62.4 312 73.4 252 53.5 312 67.0 248 46.8 312 632 246 41.6 312 61.3 244 37.6 312 61,0 244 31.2 312 61.0 244 26,6 50,625 in 63.9 281 7all 234 53.2 281 61.6 228 45.6 261 55.7 224 39.9 281 5Z,1 222 35.5 281 50,1 220 31.9 261 49.3 210 26.6 281 49.3 210 22.8 sa 541n 52,6 247 57.5 207 43.9 247 49,8 202 37.8 247 44.8 199 32 9 247 41.5 198 29,2 247 39,4 794 26.3 747 38.4 193 21,9 247 38.1 193 18,8 60 in 38.4 200 41.2 170 32.0 200 36.4 166 27.4 200 31.6 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.9 167 16.0 200 25.0 150 J 631n 33.1 181 35,3 155 27.6 181 30.3 152 23.7 151 26.9 149 20.7 181 24,5 146 18.4 lei 22.8 144 16.6 181 21.7 143 a a� 661n 28.8 166 30.6 142 24.0 165 26.1 139 20.8 165 23.1 136 16.0 185 21.0 134 72 in 222 139 23.3 120 18.5 139 19.9. Ila 15.9 139' 17.5 116 76in 18.9 125 19,7 109 15.7 126 164 101. 781rt 17.5 118 182 104 Fi_ TABLE 1 B Anchor Ca Ity Table lbs Substrate: 2.7k Concrete 3.5k Cenc. Hollow CMU Filled CMU PT Wood 5/16,Efco „ 1/4*$5 Moo 5H8"Elco I '83 Etce #10 Steel #12 Steel #.. Anchor Clip Patterns Anchor Types 3/16"Etco Uihaocn 1!4' Eroo Ultracon Ultracon 3/16"Eico Uilraoon 1!4 Etea UlUacon AggreGator Ultraoon AggreGator Screw(G5) Screw(G5) Sc Edge Distance(n): 1" 2 1/2" 1" 1 2-112" 3-116" 1" 2-1/2 1" 2-1/2" 2° 2-1/9, 2" 0.48" 0.54" Embedment(in): "W' 7-3/4" 1-30' 1-314" 2" 1-114" 1-114" 1-114° 1-IN, 1-1W 1-114" 2" 13/f3" 1-3/8" 2 Anohors @ 4,75"Mln.O.C,/Standard or Offset Clip(Fig.1)1 390lbs 3901ba 450 Ibs 890 Ibs 1644 Ibs 2701ba I 2801bs 354 Ibs 740lbs 374 Ibs 6841ba 9461ba 341 Iba 442 fba ; 4 Anchors @ 1.15"Min,O.C.I Standard(or 0ffaet)Clip(Fig.2): 480 Ibs 700 lbs N/A N/A NIA NIA 380 ibs NIA N(A NIA N/A NIA 682 Ibs 8851bs 1 4 Anchors @ 3"Un.O.C.I(2)W Angle Clips I(Pj'g.3y 780 Ibs 780 lbs MOMS 1680 Ibs 1896 lbs 540 lbs 580 Ibs NIA 760 Ids 748 Ibs 860 Iba 1892 lbs 682 Ibs 885 lbs 1 2 Anohors @ 0AY Min.O.C,/U-Clip,Into.125"Alum.(Fig,4r NIA WA N/A N/A N/A N/A N/A NIA N(A NIA NIA NIA NIA N/A 1 Anchor F-Clip(Flo.5): 195 ms 195lbs 225lbs 445 Ids '822 Ibs 1351bs 140 Ibs 177 Ibs 370 Ibs 187 Ibs 332Iba 473lbs 170 lbs 221 Ibs 2Anchors @ 1.15"Min.O.CJ F-Clip(Flo.OYI 2401be 350lbs NIA NIA N/A N/A 1901b4 N/A NIA NIA N/A N/A 341 Ibs g421ba ; NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, FIGURE 1: FIGURE 2: TABLE NOTES: ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR.INFORMATI+ ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOW.A 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEI 1•101 FA TO RE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON TABLE 2A Mullion Capacity Table s� Opening Wldtb(far vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 In 90 In 100 in 1201n Rectangular Trap/Tdang. Rectangular TiaprTriang. Rectangular TraplTriang. Rectangplar Traprfdang. Rectangular TraplTYlang. Rectangular Traplldang. Rectangular TraplTriaryg. ReotahguiI 1 x 2 x.376 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum.Tube z -6 Is.. n ca IS 'cS n a Mullion a a� � � wo �' R ran C o C C G Fd ra C 17 o C `o K o CN is 42 in 170.0 B20 170.0 435 151.3 662 170.0 478 129.7 652 170.0 506 113.6 662 169.5 518 100.9 W2 16&9 617 90.8 B6.2 168.9 517 75.7 862 168.9 517 84-9 6E 40In 121.E 507 136.0 419 101.4 507 119.2 410 86.9 507 108.7 403 76.0 507 1026 399 67.6 1 607 1 99.6 897 60.8 607 99.0 398 50.7 $07 99.0 396 43.4 5t 60.625 in 103.7 466 1"14.6 379 86.4 456 99.9 371 74,1 456 90.6 WA 64.8 456 84A 360 57.6 466 81,3 357 51.8 466 80.0 356 43.2 458 80.0 956 37.0 4E 54In 85.4 400 93.3 336 71.2 400 80.9 328 61.0 400 72.7 322 5&4 400 67.3 318 47.5 400 64.0 315 42-7 400 62.3 314 35.6 400 61.8 313 30.5 4{ 60In 62.3 324 66,9 276 51.9 324 57.5 270 44.6 324 61.2 264 3&9 324 46.9 260 34.6 324 43.8 257 31.1 324 420 265 26.0 324 40.5 253 22-2 Z C 63In 63.8 294 57.4 252 44.8 294 49.2 248 3&4 294 43.6 241 33.6 294 39.8 237 29,9 294 37.1 234 26.9 294 35.2 232 22.4 294 33.5 230 19.2 2. J a 881n 46.8 268 49.6 230 39.0 268 424 225 33.4 266 37.5 221 29,2 268 34.1 218 26,0 268 31.6 215 23.4 268 29.8 212 19,6 26B 28.0 210 16.7 2E 72in 36.0 226 $7.9 196 30.0 226 32.2 191 257 225 28.4 188 22,5 225 26.6 186 20.0 225 23.6 182 18.0 226 22.1 180 15.0 225 20.3 177 129 Z 78In 30.8 202 -32-0 177 25.5 202 27.2 173 21.9 202 28.9 170 19.2 202 21.5 167 1 47.0 202 19.7 165 15.3 202 18.4 163 12-8 202 16.7 160 10.9 2( 78 in 28.3 192 29.9 168 23.8 192 25.1 165 20.2 192 22.0 162 17.7 182 19.7 159 15.T 192 18.1 157 14.2 192 18.5 155 11.8 192 15.2 152 10.1 11 Bo it, 18.6 144 19.0 123 15.4 1 144 16.1 126 96 in 15.2 1 127 115.6 113 TABLE 2B AnctlorCa ac Table !bs Substrate: 2.7k Conorete 3.5k Conc. Hallow CMU Filled CMU PT Wood h Anchor Type: 3116"Eloo Uitracon 114"Eloo Ultraoon 51181,Elco 3116"Eloo Ultracon IM"Elco Ultraoon 114"88 Eloo 6116"Eloo 114"SS Eloo 910 Steel #12 Steel #1: Anclior Clip Patterns YFe Uftmoon AggreGator Ultr000n AggreGator Screw(G5) Screw(G5) Son Edge Distance(In). 1" 2-112" .1" 1 2-112 3-1/8" 1" 2-1/2" 1" 2-1/2" 2" 3-1/8" T. 0.48" 0.54" 0 Embedment(ink 1-We 1-/4" 1-TIV, 1-3I4" 2" 1-114" 1-114" 1-1W 1-1/4" 1-114" 1.114" 2" 1-318" 1-3/8" N 2 Anchors @ 4.75"Min.O.C.I Standard or Offset Clip(Fig.1r 390 lbs 390 Ibs 450 Ibs 890 Ibs 1644 Ibs 2T0 Ibs 2601bs 354 Ibs 740 Ibs 374 Ibs 664 Ibs 946 Ibs 341 Ibs 442 lbs 51 4 Anchars @ 1.15"Min.O.C./Standard(orMet)Clip(Fig.2): 460 Ibs 700 Ibs NIA NIA NIA N/A 3801ha NIA NIA N1A NIA N/A 682)be 8851bs 11 4 Anchors @ 3"Min.O.C.1(2)2x5 Angle Ups/(Fig.3): 760 Ibs 780 Ibs 680 Ibs 1550 We 1896 lbs 5401bs 560 Ibs N/A 700 Ibs 748 The NO Ibs 1892 Ibs 682 IN 885 Ibs 11 2 Anohom®0.46"Min.O.C.I U-alp,into,126'Alum.(Fig.4� NIA NIA NIA NIA NIA WA NIA N/A N/A N/A NIA NIA NIA N/A 7' 1 Anchor F-Clip(Fig.5): 195 Ibs 195 Ibs 225 lba 445 Ibs $22 the 125lba 140 IN i77[be 370 Ibs 187 Me 332 Ibs 473 lb6 170[be 221 Ibs 21 2 Anchors @ 1.15"Min.O.C./F-C1Ip(Fig.6): 240 Ibs 350 Ibs NIA N/A NIA N/A 190 Ihs N/A NIA N/A NIA N/A 341 The 442 Ibs 5l NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: ® ® 1)SEE SHEET 1 FOR iNSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIOD ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABI rrlrrl Iris=R. TABLE 3A Mullion Capacit m'Fable(Ibsf e) Opening Width(for vertically-spanning mullions)or Opening Height(for hoftontally-spanning mullions) 50 in e0 In 70 In 80 in 90 in 100 in 120 In 1 X 2.75 x Rectangular TraplTrfang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular TrapMang, Rectangular Trap/Tdang. Rectangular TrapfTdang. Reetangrdar TrapfTdang. Reotangu Wading Loading Loading Loading Loading Loading Loading Leading Loading Loading Loading Loading Loading Loading Loadin4 .375 Alum. _ tw T Tube v o u o r�3° II o v ° .0 I $ O1u �ac° `'� ` � c l�o w `° � _ G U C� � (� ca� a a Mullion W c� a E �- w a 421n 170.0 820 170.0 435 170.0 744 17D.o 478 17D.0 866 170.0 508 170,0 992 170.0 519 1700 111fi i70.0 621 17D,0 12b0 170,0 521 i48.7 1301 170.0 52i 127.5 1: 48in 170.o 708 17D.0 624 170.0 850 170.0 554 170.0 992 W0.0 630 170.0 1133 170.0 681 151.8 1139 170.0 677 136.6 1139 170.0 680 113.9 1139 170.0 680 07.6 1' 50,625 in 170.0 747 170.0 563 170,0 805 17b.0 631 167.8 1032 170.0 $84 146.8 1032 170.0 723 1$0.5 1032 170.0 747 117.4 1032 170.0 7% 97.9 1032 170.0 756 83.9 11 641n 170.0 797 170.0 612 161.3 907 170.0 891 138.2 907 184.7 730 120.9 907 152,6 720 107.6 907 145.0 714 $6.8 907 1411.11 710 80.6 907 140.0 709 69.1 9 60 1n 141.1 735 151.5 625 i 17.6 735 130.3 611 100.8 735 116.0 599 882 735 106.2 Sea 78.4 735 99.6 683 70.5 736 96.1 578 58.8 735 91.8 574 50.4 7 63in 121,9 686 130.0 57o 101.E We 111.5 857 87.0 SW 98.9 647F7161, 668 90.1 538 67.7 668 83.9 631 60.9 666 79.8' 526 60.8 666 75.8 521 43,5 6 pr 661n 106.0 607 112.4 522 88.3 607 96.1 511 75.7 007 85.0 501 607 77.1 493 58,9 007 71.5 486 53,0 607 67.6 481 44.2 607 83.4 476 3 , 5 72In 81.6 510 85.8 443 68.0 510 73.0 434 58.3 10 64.3 426 510 57.9 418 46.4 510 53.3 413 40.8 51D BD,D 408 34.0 610 45.8 40276 in 69.4 458 72.5 400 57.5 458 61.7 392 49.6 458 64.1 305 458 48,8 375 35.6 458 44.6 373 34.7 458 41.6 368 28.9 458 37.7 $82 24.8 4 76In 64.2 435 67.0 $81 53.5 435 56.8 373 45.9 435 49.0 368 40.1 435 44.7 360 5.7 3 435 40.9 355 32.1 435 38.1 351 28.8 435 34.4 344 22.9 4 90in 41.6 327 43.1 290 34.8 327 36.4 285 29.9 327 31-8 280 26.1 327 28.3 275 232 327 25.7 271 20.9 327 2317 268 17.4 327 21.0 262 14.9 961n 34A 287 35,4 267 28.7 287 29.9 262 24.6 287 28.0 248 21.5 287 23.1 244 19A 287 20.9 240 17.2 287 19.3 237 14A 287 16.9 232 1081n 242 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 15,1 227 16.0 195 111in 22 3 215 22.7 194 18,6 215 19.1 191 16.9 215 16.6 188 120 in 17.6 184 17.9 167 TABLE 3B Anchor Ca ity Table(lbs) Substrate: 2.7k Concrete 3.5X Cone. Hollow CMU Filled CMU PT Wood Anchor Type., 3l16"Elco Ulbacon 1/4"Elco Ultracon 5/16 Elco 3115'Eloo Ultraoon IN' Uitracon 114"SS Moo $116"Elco 1/4"SS Elco #10 Steel #12 Steel #1 Anchor Clip Pattems Ultrecon AggreGator Ultracon AggreGator screw(435) screw(G5) so Edge Distance(in): 1" 2.1/2" 1" 2-112" 3.118" 1" 2112" 1" 2-112" 2" 3118" 2" 0.40" 0.54" Embedment(ln): 1-3/4" 1-314" 1-3/4" 1-314" 2" 1-114" 1-1/4" 1-1/4" 1-1m, 1-114" 1-114" 2" 1-318" 1-3/8" 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1)! 39011>9 390 lbs 1 4501bs 890lbs 11844 lbs 270 lbs 280 lbs 354 lbs 740 lbs 374 lbs 664 lbs 946 W 341 Ibs 442lbs 4 Anchors @ 1.15"Min.O.C.I Standard(erOttset)Clip(Fig.2): 480 Ibs 700 Ibs NIA NIA NIA NIA 380 lbs WA NIA NIA NIA N/A 682 lbs 885 Ibs 1 4 Anchors Q 3"Min.O.C.1(2)2x5 Angle Clips/(Fig.3): 780 Ibs 780 lbs 6801bs 1560 lbs 1890 Ibs 540 Ibs 660 Ibs NIA 760 Ibs 748 Ibs 880 Ibs 1892 Ibs 682 Ibs 885 Ibs I 2 Anchors @ 0.45"Mtn.O.C.I U-Clip,into.125"Alum.(Fig.4): NIA NIA NfA NIA N/A NIA NIA NIA NIA NIA NIA NIA NIA NIA 1 Anchor/F•Clip(FIg.5): 195 Ibs 195 Ibs 225 Ibs 445 Ibs 822 Ibs 135 lbs 140 lbs 177 Ibs 370.Ibe 187 Ibs 332 Ibs 473 lbs 170 Ibs 221 IN ; 2Anohors Q 1.15"Min.O.C./F-Cllp(Fig,6): 240 Ibs 350 ibs N/A N/A N/A WA 190lba NIA N/A NIA NIA WA 341 Ibs 4421bs 1 1 NOTE:FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED iN THE EXAMPLE ON SHEE FIGURE 1: FIGURE 2: TABLE NOTES: ® ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMA I SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 4A Mullion Capacity Table Ibsffi) Opening Width(far venicaliy-spannlrg mullions)or Opening Height(for hodzontally-spamu rg mullions) 50 in 60 In 70 in 80 In I 90 in 100 in 120 In 1 X 2.75 X Rectangular Trapilldang. Rectangular TrapiTriang. Rectangular TrapMang. Rectangular TraplTriang, Won or Trap/TAOng. Rectangular TraplTdang. Rectangular Trap/7dang. Rectangu Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadin4 .650 Alum. Tub® z z__-----___ U�LCOW7,Gp,qN QUtGQI6Q 3G��_3- �dUWqNCG7 riGy �Qro R�m• LrW G •5W Aa �qL3p cqR7 ro V�aa a o ma G UU O U U a U U U-a U U 'a U 9-0 U U UCO v N mullion CC agi � a4 �CGNN .- W O y t t _ OJ � 'I A = 5V& fm0• 15 42 In 170.0 S20 170.0 435 '170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170,0 1488 170.0 521 158.7 it 48 in 170.0 708 170.0 524 170.0 850 170.0 564 170.D 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 68D 141.7 1417 i70.0 684 121.5 1+ 50.825In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170,0 634 170.0 1195 170.0 723 1t)2.8 1206 170.0 747 146.3 1286 170.0 756 121.9 1286 MA 756 104.5 1. 54in 170.0 797 170,0 612 170.0 956 170.0 691 170.0 1116 170.0 754 150.7 1130 170.D 003 133.9 1130 170.0 837 120.8 1130 170,0 856 100A 1130 170.0 861 86.1 1• 60 in 170.0 885 170.0 701 140-5 915 162.3 761 126.5 915 144.6 746 109.9 915 132.3 735 97.6 915 123.9 720 87.9 016 118.5 720 73.2 915 114.4 715 62.8 9 63 in 151.8 830 161.9 710 126,5 830 138.9 694 108.5 830 123.2 081 84.9 630 112.2 670 NA 830 104.6 662 75.9 830 99,4 656 63.3 83D 94.5 049 $4.2 8 s 661n 132-1 757 140.0 650 110.0 757 119.8 638' 94.3 757 106.9 624 82.5 757 96.1 614 73.4 757 89.1 806 66,0 757 842 604 66.0 767 79.0 593 472 7 C - fj 72In 101.7 636 108.8 552 04.8 836 91.0 540 72.7 636 80.1 530 63.6 636 72.2 521 65,5 636 68.5 614 50.9 638 62.3 506 42.4 636• 57.2 500 36.3 6 19 761, 88.5 571 90.4 498 72.1 571 76.8 488 8 . 71 67.4 479 54.1 571 60.6 471 48 0 571 55.5 464 43.2 VI 51.8 459 36.0 571 47.0' 451 $0.9 5 78 in 80.0 542 63.4 474 66.7 542 70.8 465 57.1 542 62.1 456 60.0 642 66.7 449 444 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 428 28.6 5 9D In 52.1 407 53,7 361 43.4 407 45.4 355 372 407 39.0 1 349 1 32.5 407 36.3 343 28.9 407 32.1 338 26.0 407 29.6 334 21.7 407 1 26.1 327 18.6 1 4 961n 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 26.8 358 28.8 304 23.8 358 26.1 300 21.6 350 24,0 296 ITS $58 21.0 289 15.3 3 108 in 30.1 283 30.8 255 26.1 283 25.9 251 21.5 283 22.5 247 18.8 283 19.9 244 16.7 283 18.0 240 15,1 283 16.5 237 Ili In 27.8 267 28,3 242 23.1 267 23.8 238 1 19.8 1 267 20.6 235 17.3 267 18.3 231 15.4 267 16.5 228 1201n 22.0 229 22.3 239 18.3 1 229 1 18.8 205 IFI6.7 229 16.7 202 TABLE 4B Anchor Ca acIty Table bs Substrate: 2.7k Concrete 3,5k Cone. Hollow CMU Filled CMU PT Wood AnchorTypa: 3/161 Eloc Uhracon 1/4"Elco Ultraeon 5116"Elco 311e'Eleo Ultracon 114"Elco Ultracon 1/4"SS Eloo $116"Elco 1/4"SS Elco #10 Steer #12 Steel #1 AnchorClip Patterns Ultraocn Ag9reGator Ultracon AggreGator Screw(G5) Sorew(05) So Edge Distance{ink 1" 21/2" 1" 2-1/2" 3-116" 1" 2-112" 1" 2-112" 2" 3-1/8" 2" 0.48" 0.54" 1 Embedment On): 1-3/4" 1-3/4" 1-3/4" 1-314" 2" 1-1/4" 1-114" 1-114" 1-1/4" 1-lle 1-1/4" 2" 1-319" 1.9/a" 2 Anchors LID 4.75"Min.O.C.I Standard or offset Clip(Fig.1): 390 lbs 390 lbs 450 Ibs 690[be 1644 Ibs 1 270 The 200 Ibs 354 Ibs 740 We 3741bs 664 Ibs 9461ba 341 lbs 4421ba 4 Anchors @ 1.15"Min.O.C./Standard(orOHset)Clip(Fig.2). 480 lbs 700 Ibs NIA NIA N/A NIA 380 Ibs N/A WA WA NIA WA 682Iba 885 Ib 1 4 Anchors @ 3"Min.O.C.I(2)2x5Angle Clips I(Fig.3}; 780 Ibs 780 lbs 68D lbs 1560 lbs 18961bs 540 Ibs 660 We NIA 760lbs 748 Ibs 880lbs 1892lbs 662lbs 885 bs i 2 Anchors @ 0.45"Min.O.C./U-Clip,Into.125"Alum.(Fig.4): NIA NIA NIA N/A WA NIA NIA N/A N/A NIA NIA NIA MA NA I 1 Anchor I F-Clip(Fig.S}; 195lbs 195Ibs 225 lbs 445 lbs $22 Ibs 135 lbs 140 Ibs 171 lbs 370 Ibs 187 lbs 332 Ibe 473 lbs 170 Ibs 221 lbs i 2 Anchors C 1.15"Min.O,Cl F-Clip(Fig.6):j 240 Ibs 350 Ibs N/A NIA NIA NIA 1110 Ibs NIA I N/A NfA NIA N/A 341 The 442 Ibs ; NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SF FIGURE 1: FIGURE 2: TABLE NOTES: ® ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIOP SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 5A Mullion Capacity Table bsfft2) Opening Wdth(for vertically-spanning mullions)*r Opening Height(for horIzontElkspanning mullions) 50 In 60 in 70 in 80 in 90 In 100 in 120 in Rectangular Trrp/Tdang. Rectangular TNp/Tdang. Rectangular TrapMtang, Rectangular TrapRdang. Rectangular Trap/Mang, Rectangular Trap/Tdang. Rectangular Trapffriang, Rectangu 1"x 3.126"x Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadint .600"Alum a z a Tube Mullc !g 13 '3 ° � ° �q lia' laa .r m c _ S7 U_ q c U_ t) _ tJ Yf U C.)ti U_ U o O _ p 2 u 6a�r -'�- _ 42in 170.0 620 f74.0 435 170.4 744 170.0 478 170.0 868 17a.0 506 170.0 992 170.0 519 170,D 1116 170.0 621 170.0 1240 170.0 52i 170.0 14&8 170.0 521 170,0 1' 48 in t70.0 708 170.0 524 17D.0 850 170.0 584 17a.0 992 170.0 630 170.0 1133 170,0 661 170.0 1275 170,D 077 170.0 1417 170.0 880 t57.7 t577 170.0 756 135.t 11 $0.626In 170.0 747 170.0 603 1".0 896 170.0 631 170.0 1046 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 1.70.0 756 141.7 1495 170.0 756 64in 170.0 797 170,0 612 170.0 956 170.0 891 170.0 1116 170.0 764 170.0 1275 170,0 803 166,1 1401 170.0 837 149.6 1401 110.0 856 124.E 1401 170.0 $61 106.8 1- 601n 77a.a 885 170.0 70t 170.a t063 170,0 797 158.fi 1158 770,0 878 138.7 1156 167.0 028 123.3 1156 156.5 917 111.0 1158 149,7 910 92.5 Ilse 144.5 903 70.3 1- 63In 170.0 930 170,0 745 159.0 1048 170.0 850 137.0 1049 155.5 600 119.8 1048 141.7 846 106.5 1D49 132.0 836 95.9 1049 125.E 828 79.9 1049 119.3 820 63.5 11 66In t66.8 855 170,0 789 139.0 -955 161.3 804 t19.! 9fi5 f33.7 788 1042 056 121.4 775 02.6 955 112B 765 83,4 855 108.4 757 69.5 955 99,8 749 89.8 9 72in 128.5 OM 134.9 697 107.0 b03 114.9 662 91.0 803 101.1 670 80.3 803 91.2 659 71.4 003 83.9 649 64.2 803 78.6 642 63.5 803 72.2 632 4fi.9 8 76 in 109.2 721 114.1 629 91.0 721 97.0 616 78.0 721 86.1 605 68.3 721 76.6 895 60.7 721 70.1 680 64.6 721 65,4 579 45.8 721 59.4 589 $9.4 7 781n 101.0 064 f05.4 509 04.2 684 89.4 587 72.2 684 78.4 576 63.1 684 7D.4 567 56.1 684 64.4 558 50,5 94 59.9 551 42t 69 54.1 641 36,1 5 80 in 65.8 514 67.9 456 54.8 514 57.3 448 47.0 614 SO,O 440 41.1 514 44.6 433 36,5 514 40.5 427 1 32.9 614 37.3 421 27A 514 33.0 412 23.5 5 96 in 54.2 452 55.7 404 45.2 452 47.0 396 38.7 452 40.9 390 $3.9 452378$84 30,1 452 32.9 378 27.1 452 30.3 373 22.6 '462 26.6 1 306 19.4 1 4 1081n 3&.1 357 36.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23.0 357 26.2 306 21.1 357 22.7 303 19.0 357 20.8 299 15.9 357 18.0 293 13.6 21.9 338 23,t 282 19.5 338 20.8 288 17,6 338 19.0 284 14,6 338 16,5 278 12.6 III In 36.1 338 35.8 306 28.2 333 30.1 301 -�WD 338 26.1 206 f201n 27.7 289 28.2 263 23.1 289 23.7 259 19.8 289 20.5 256 17.3 289 18.1 262 15.4 289 16.9 249 13,9 289 14.9 246 11.6 269 12.8 240 9.9 a TABLE 5B Anchorca aci Table lbs Substrate: 2.W Gone rate 3.5kCmc. Ho11awCMU F1pedOW PTNJood Anchor'type: 3116'Elea Uftacon 114"Eft UIrstan 5116"Elea 3I10"Elea URiaeon 114"EIcoUllydcon 1/4"SS Elea 5/16"Elea Vet'SS Elio 010 Steil #12 Steel 01 Anchor Clip Pattems Ultraeon AggreGator Ultracon AggreGator Screw(W) Screw(G6) St Edge DI stance png 1" 2-112' 1" 2-112" 3-1/8" 11 21/2" 1" 2112' 2" s4m, 2' 0.48" 0.64" 1 ErMrMentnn' 1414" 1-W1 I-W' l-V4" 21 1.114" 1114" 1-t/4" 1-114' 1-1/4" 1114" 2' 1-3i8" 1-va" 2 Anchors @ 4,75'Min.O.G_/Standard or Offset Cop(Fig.1): 390 Ibs 390 ire 450 lbs 890 Ibs 1644lbs 2701be 200 Iba 3541bs 740lbs 374 Ibs 6641ts 949 ibs 341 lbs 4421h 4 Ancbors @ 1,15"Min.O.C.1 Standard(or OlSet)Clip(Flg.4 400 i)s 700 Ibs NIA N/A ¢VA N/A 380 ft NIA NIA NIA NIA NIA 682lbs 686 Ibs 1 4 Am hon>@ 3"Min.O_C.1(2)W Angle Clips/(Fig.3): 780 lbs 780 Ibs 680Ibs 1560 Ibs 18N Ibs 640lbs am Ibs N/A 180 Ibs 746 Ibs NO Ibs 1892 Ibs 6821bs 885 Ibs 1 3Amhora @ 0.45"kiln.O,C.I U-Clip,Into_125"AlurtL(Fig.4): N/A NIA NIA NIA NIA N/A WA N/A N/A N/A NIA NIA NIA NIA 1 1 Anchor]FClip(Fig.4 195 IRS 195 ibs 226 lbs 445 Iba 822 The 136lbs 140 lbs 177 Ibs 2701be 187 Ibs 332 Ibs 479 IN 1701bs 221 Ibs ; 2 Anchors @ 1.15'Mln,O.CJ F-Clip(Fig.6} 24(f1bs 35O be NIA NIA WA NIA 190 lbs N/A NIA N/A N/A NIA $41 Ibs 442 The ! NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET"25 FOR INFORMATI SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 6A Mullion Capacity Table(lbSf1L j Opening Width(for verlically-spanning mullons)oropening Height(tor hodvintally-spanning mullions) 50 in 60 In 701n 80 In 9010 100 in 120 In Rectangular TrepfTdang, Rectangular Traprildang. Rectangular Trap/Trlang. Reotangular TraplTdang. Rectangular TrapRtlang. Rectangular lYaplTrlang, Rectangular Trap/Triang. REwWgu 1 x 4 x.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadin5 Alt/m.Tube ' k r. sa � A-1 Mullion ° n^ u a c+ u c, o v m ,• m o 3 is.. m m m N m m m m m w m m m w m m m n F3 Is E y - _ __ a� 42 in 170.13 620 170,0 435 170,0 744 170.0 478 170.0 868 170.0 506 170.0 992 170,0 619 170.0 1116 170-0 521 170.0 1240 170.0 621 170,0 1488 170.0 521 145.8 1r 48 in 170.D 708 170.0 624 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 156.3 1303 -170.0 680 130.3 1303 170.0 680 111.7 1= 50.625 in 170.0 747 170,0 563 170.0 895 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 1-10.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100A 1: 64In 170.0 797 170.0 612 170.0 956 170.0 691 170,0 1116 170.0 754 1$4.4 1158 17o.o 803 137.2 1158 170.0 $37 123.E 1156 170.0 05S 102.9 1158 170,0 861 88.2 1 60 In 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 632 125.4 1042 146.7 B15 1112 ID42 135.8 S01 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 11 831n 170.0 930 170.D 745 151.2 992 163.6 818 129.E 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 766 90.7 992 114,8 756 76A 992 108.4 745 64.8 9 681n 165.4 947 170.0 709 137,8 947 146,0 780 1ts.1 947 130.3 768 103.4 947 117.7 752 91.9 947 108.7 738 92.7 947 102.2 727 68,9 947 95.1 713 69.1 9 721n 136.9 849 142.7 737 113.2 60 121.6 722 97.o 849 106.9 708 84.9 • 849 96.4 696 76.6 649 88.7 686 67.9 840. 82.7 675 56,8 849- 75.3 659 48.5 6 761n U5.5 762 120.7 665 96.3 762 1016 652 82,5 762 90.0 640 72.2 762 60.9 629 64.2 762 74.2 620 57.8 762 69,2 613 4B.1 762 62.8 902 41.3 7 78 9n 106.9 7D1 1 i i.4 634 89.0 724 84,6 621 76,3 724 82.9 609 68.8 724 74.4 599 59.4 724 681 591 53.4 724 63.4 583 44.5 724 67.3 573 38.2 7 80 in 69.6 543 71,8 483 58A 643 60.7 474 49.T 543 32.9 466 43,5 643 47.1 468 38.8 543 42.8 452 34.8 543 39,5 446 29.0 543 34.9 436 24.8 5 96In 67.3 476 58.9 427 47.6 478 49.7 41S 40.9 478 43.2 412 35.8 478 38.5 400 31.6 478 34.8 400 28.7 478 32.0 396 23.9 478 28.1 386 20.5 4 1081n 40.3 377 1 41.1 341 33.5 377 34,6 335 28.8 377 1 30.0 330 255.2 377 26.6 325 22.4 377 24.0 321 20.1 377 22-0 317 16.8 377 19.0 $10 14.4 3 III in 37.1 357 37.8 323 30.9 357 31.8 318 26.5 357 27.6 313 23.2 357 24.4 309 20,6 357 22.0 305 18.5 $57 20.i 301 $6.4 357 17.4 294 1201n 29.3 306 29.8 279 24.5 306 1 28.1 274 21.0 306 21.7 270 16.3 306 19.2 287 16.3 306 17.3 263 144 In 17.0 212 17.2 196 TABLE 6B Anchor Ca act Table ibs Substrate: 2.7k Canorete 3.5k Cone. Hallow CMU Filled CMU FT Wood I 5/16"Elea 3/18"Elea Ultracon 1!4"Elao Uftracon 1W SS Elea 5116"Elea 114"SS Elea #10 Steel #12 Steel #1 Anchor Clip Pattems Anchor type 3N6"Elea Ulhacan 174"Erco Uliracon Ullman AOOraGator tJlhacon AggreGatot Screw(G5) Screw(05) scr Edge Distance Cnr 1" 2-112" 1" 2-117' 3-118" 1" 2-1/2" 1" 2-1/2" 2" 3.116" 2" 0,48" 0.54" c Embedment(In): 1-3/4" 1-3/4" 1-314" 1-314" 2" 1-114, 1-1/4" 1-1/4" 1-114" 1-1/4" 1-14' 2" 1.318" 4-S1a" 2 Anchors @ 4.76'Min,O.C./Standard or Offset Clip(Fig.1&2y 390[be 3901b3 450 lbs M0401bs lbs; 1644 lbs 270 lbs 2801bs 354 lbs 740 lbs. 374 ibs 664 lbs 946 Ibs 341[be 442 Ibs 6 4 Anchors @ 2.25"Min.O.C./Standard(or Offset)Clip(Fig.3): 700[he 700lbs 580 lbs lbs952 lbs NIA 5601be N/A 630[be N/A 880 Ibs NIA 682 lbs B85 lbs 1' 8 Anchors @ 1.16'Mln,O.C./Standard(or Offset)Clip(Flg.4): 960 lbs 1400 Ibs N/A N/A NIA 760 lbs NIA NIA N/A NIA WA 1363Ibs 1770 lbs 2t 4 Anchors @ 3"Min,Q.C.1(2)20 Angle Clips/(Fig.5). 780 Ibs 780 Ibs 880 lbs lb 1896 lbs 54O Ibs 660 Iba NIA 7601b3 748 Ibs 8801ba 1892 Ibs 682 lbs 885 lbs 1' 6 Anchors @ 3"Min.O.C./(2)2x5 Angie Clips I(Fig.6): 11701bs 1170 lbs 10z0 Ibe 2844 Ibs 810 Ibs 840Ibs N1A 1140 lbs 1122Iba 132a Ibs 2838lbs 1022 Ibs 1327 Ibs 114 Anchors @ 0.45'Min.O.C./U Clip,into,125"Alum.(F18.7): N1A NJA N/A N/A NIA NJA NIA NIA N1A NIA wA NIA N/A 1, 2 Anchars( 2.25"Min.O.C./F-CI[p(Fig.8): 350 Ibs 3501bs 290 Ibs476 IN NIA 280 Ibs NIA 3t5 Ins NIA 440 Ibs NIA 347 lb. 4421bs 6 4Anohors @ 1.15"Min.O.C./F-Cilp(Fig.9): 480lbs 700lbs NIA I NIA I NIA NIA 380 lbs N/A I NIA N/A NIA NIA 682 lbs 885 lbs I 1 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2; FIGURE 3: FIGURE 4: __ FIGURE 8: FIGURE 9: ,i cry cwr-r-T i r-nu m mTpi 1r mnmq nN I IclNr.THE TAR[FS ANn-,HEFT-)-r,FOR lh TABLE 7A Mullion Capacity Table(lbs)W) Opening W dth(for vertically-spanning muil)ons)or Opening Height(for horizontally-spanning mullions) 5o In 60 in 70 In 80 In 9D In 100 In 120 In 1 x 4 X.375 Rectangulat Trap/Triang. Rectangular I Trap/Tdang. Rectangular TtaplTriang. Rectangular Trap/Tdan& Rectangular TraplTnang, Rectangular TraplTdang. Rectangular TraplTriang. Becton Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loads Alum.Tube ca Mullion a 6 aa cI a `� c� `o.� �� `o c `o ` �' o f `d c `! o ii� `o. a `o c w 'd•- � o� ° c ° 2 S C Cr 75 tr 421n 170.0 62D 170.0 435 170.0 744 170.0 47a 170,0 $68 170.0 506 170.0 992 170.0 619 170.0 1116 17D.0 521 170,0 1240 170.0 521 170.0 1488 170.0 621 1-10.0 481n 170.0 708 170.0 524 170.0 650 170.0 584 170.0 992 17D,0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 170D 170.0 680 170.0 50,626In 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 1195 1".0 723 170.0 1345 170.0 747 170.0 1494 1710 756 170.0 1793 170.0 756 168.0 641n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170,0 803 170.0 1434 170.0 837 170.0 1694 17D.0 868 159.9 1799 170.0 861 137.1 60In 170.0 885 170.0 701 170.0 1063 170.0 797 1 170.01 1240 1170.0 676 170,01 1417 170.0 944 170.01 ISS41 170,0 996 1 155.61 1619 1 170.0 1033 129.E 1 1619 170.0 1063 111.0 631n 1 170.0 930 170.0 745 170.0 Ilia 1 170.0 860 1 170.0 1302 170.0 940 170.0 1468 170.0 1016 156.7 1642 1 170.0 1076 141.0 1642 170.E 1122 117.5 1542 168.5 1158 100.7 C 661n 170.0 074 170.0 789 170.0 1109 170.0 903 170.0 1364 170.0 lom 160.E 14-12 170.0 1o86 142.8 1472 165.8 1148 126.5 1472 158.8 1130 107.1 1472 147.8 1100 91,8 721n 170.0 1063 170.0 .878 170.0 1275 1T0.0 1009. 150.8 1320 -166.2 1101 132-0 1320 149.9 1082 117.3 1320 137.8 1086 106.6 1320 128.6 1049 88.0 1320 117.0 1024 75,.4 a 761n 170.0 1122 170.0 937 149.6 1184 159.4 1013 1 128.2 1184 139.9 994 112.2 1184 125.7 978 99.7 1184 115.3 964 09.8 1184 107.5 952 74.8 1184 97.6 936 94.1 2 78in 166.1 1124 170.0 967 138.4 1124 147.0 965 118.6 1124 128.6 947 1018 1124 115.6 931 SZ3 1124 105.8 916 83.0 1124 96.5 906 0.2 1Y24 89.0 690 59.3 90 in 100.1 844 111,5 750 90.1 844 94.3 736 77.2 844 82.1 724 67.6 1 844 73.3 712 60.1 $44 1 66.6 702 1 64.0 1 644 1 61.4 693 45.0 844 54.2 679 38.6 96 in 89.1 742 91.6 663 74.2 742 77.2 662 63,6 742 67.2 641 86.7 142 59.8 631 49.5 742 64.1 622 44.5 1 742 49.8 614 37.1 742 43.6 600 31.8 108 in 62.6 586 63.9 530 52.1 588 63.5 621 44.7 586 46.6 513 39.1 686 41.4 606 34-8 586 37.3 498 31.3 888 34.2 492 26,1 586 29.6 481 22.3 ill In 67.6 555 58.8 1 503 48.0 555 1 49.5 495 412 555 42.9 487 36.0 555 38.0 480 32.0 656 34.2 473 28.6 655 31.3 467 24.0 555 27.1 457 F2061201n 45.6 476 46A 433 38.0 476 39.0 420 32.6 475 33,7 420 28.5 475 29.8 414 26.3 475 26.8 409 22.8 475 24.6 404 19.0 475 21.1 395 144In 26.4 330 28.7 305 22.0 1 330 1 22.4 301 18.9 330 19.3 1 29T 16.5 1 330 17.0 293 TABLE 7B Anchor Ca Ity Table Ibs Substrate: 2.7k Concrete 3,5k Cana, Hollow CMU Filled CMU PT Wood Anchor 6116"Elco 114 .55 Elco 5/16"Elco IW SS Elcc #10 SteeJ #12 Steel #1 Anchor Clip Patterns Type: 3116"EJoo tlltracan 1/4"Eloo Ultraoon Ultmoon 3/16"Etoo Ultracan 1!4"Elao lNUacon AggreGator Ultracon AggreGator Screw(G5) Screw(G5) Scr Edge Ointanoe(in): 1" 2-1/2" 1" 2-112' 3-118" 1" 2112" 1" 21/2" 2" 3-119, 2° 0.48" 0.54 Embedment(In): 1.314" 1-314" 1-3/4" 1-W 2" 14M 1-1/4" 1-114" 1-1/4" 1-114" 1-114" 20 1-31W 1-318" 2 Anchors @ 4.75"Min.0.0.1 Standard or Offset Clip(Fig.1&2): 300 Its 390lbs I 460 lbs 890 Ibs 1644 Ibs 2701bs 280 lbs 354 lbs 740 ibs 374lbs 664 Ibs 946 Ibs 341 Ibs 442 tbs 5 4 Anchors @_2.28'Min.O.C.i Standard(or Offset)Clip(Fig.3r 700 Its 700 Ibs 580 Ibs 1410 Ibs 962 Ibs NIA 560 Ibs N/A 630 lbs WA 680 Ibs N/A 682 lbs 885 Ibs 11 8 Anchors @ 1.15'Min,O,C./Standard(or Offset)Clip(Fig.4j 980 Ids 1400 Ibs NIA NiA N/A NIA 760 IN NIA WA N/A NIA NIA 1363 Ibs 1770 Ibs 2: 4 Anchors @ 3"Min.O.C.i(2)2x5 Angle Clips I(Fig.5): 780 Ibs 780 lbs 680 Ids 1560 Ibs 1896 Ibs 540 Ibs 560 ibs N/A 760 Ibs 748 Ibs 880 Ibs 1892 ibs 6821be 886 Ibs t' 6 Anchors @ 3"Min,O.C./(2)20 Angle Clips I(Fig.6): 1170 Ibs 1170 lbs 1020 Ibs 2340 lbs 2844 Ibs 810 lbs 840 Ibs NIA 1140 Ibs 1122 Ibs 1320 IN 2838 Ibs 10221ba 1327 IN N 4 Anchors @ 0.45"Mtn.O,C,l U-Clip,Into.126"Alum.(Fig.7). WA WA N/A N/A WA NIA N/A NIA NIA NIA NIA N/A NIA NIA 1, 2 Anchors @ 2.25"Min.O,CJ F-Clip(Fig,8)1 3501bs I 350 Ibs 290 Ibs 705 Ibs 1476 Ibs N1A 280 Ibs NIA 315 Ibs NIA 440 lbs7 WA 341 lbs 442 Ibs 6 4 Anchors @ 1.15"Min.O,CJ F-Clip(Fig,9):1 4801bs I TOD ibs WA WA I N!A WA 380lbs N!A NIA NIA NIA WA 682lbs 885 ibs 1' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: rr�r roc 4- FI(:I)PP?• FI(;t IRF FIGURE 4: FIGURE e: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INF( TABLE 8A Mullion Capacily Table(Ibsw) Opening Width(farvertical"panning mullions)or Opening Height(for hodzant*-spanning mullions) 50 in 60 in 70 In 80 in 90 In 1001n 120 In 1 2S"x Rectangular TrapfTdang. Rectangular. Trap! mg, Rectangular TrapITdang. Rectangular TrapITdang. Rectangular TrapfTrlww. Rectangular Frap/Tdang. Reetangrilar TrapITdang. Reetan Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Load 3.188"x Z -Zr .265"Alum 6 0 .� "a U ca a5 a a� c ' ' iz° o afa n a� Tube Mull , m 11 ro 84 3 �� a� a~ C3 8� w c'i �' '� e�i v c Cr d` a ¢�' °' �� � cc� a fir✓ d� 41 >K � - 42in 170,0 $20 170.0 436 170.0 744 170.0 478 170.0 868 170.0 506 i70,0 992 i70.0 619 170.0 ills 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 481n 170.0 708 170.0 624 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132-7 50,625in 170.0 747 i70.0 663 17o.0 ag6 170.0 631 170.0 1o46 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 756 119.3 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 856 122.3 1378 170.0 881 104.8 60in 170.0 885 170.0 701 170.0 1003 170.0 797 158.9 1156 170.0 878 139.0. 1153 167.4 930 123.6 1158 150.0 919 111.2 1158 150.0 912 92.7 1158 144.8 805 79.4 631n 170.0 930 170.0 745 '160.1 1061 170.0 840 137.2 1051 156.9 662 120.1 1061 142.0 848 106.7 1051 132.3 837 90.1 1051 125.7 330 80.1 1051 119.5 822 88.6 661n 167.1 957 170.0 789 139.3 957 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112.8 767 83.6 957 106.6 759 69.6 957 100.0 760 69.7 w 72In 128.7 804 135,2 698 107.3 604 116.2 684 91.9 804 101.3 671 80.4 804 91.4 660 71.5 804 84.1 650 64,4 804 78.8 643 53.8 804 72.3 633 46.0 "1 761n 109.4 722 114.4 630 912 722 S72 61a 78.2 722 05.3 606 66.4 722 76.7 696 60.8 722 70,3 588 84.7 722 65.5 580 45.0 722 59.5 670 39.1 e= 5= 781n 101.2 685 105.6 600 84.4 685 89.5 588 72.3 585 78.6 577 63.3 585 70.6 566 56.2 885 So 560 60.6 605 60.1 653 42.2 686 64.3 843 36.2 So In 65,9 615 66.0 457 54.9 515 57.5 449 47,1 515 50.1 441 41.2 515 44.7 434 36.6 515 40.8 428 33.0 616 37.4 422 27.5 515 33.1 413 23.5 961n 04.3 453 55.3 404 45.3 453 47.1 397 36.6 453 41A 391 33.9 453 36.4 386 302 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 $66 19.4 IDS In 38.1 358 39.0 $23 31.8 356 32.8 318 27.2 1 358 28.4 313 23.8 358 25.2 306 21.2 358 22.7 304 19.1 358 20.8 300 15.9 358 1(,0 293 Ill In 36.1 338 35.8 306 29.3 338 30.1 301 25.1 338 26.1 297 1 22.0 336 23.2 293 19.6 338 20.9 289 17.6 $38 19.1 285 1201n 27,8 290 28.3 264 23,2 290 23,8 260 19.8 290 20,6 258 11 17.4 290 182 253 i54 290 i6.4 249 1441n 16A 201 15.3 186 TABLE M AnchorCapacity Table ibs) Substrata: 2-71c Concrete a.6R Conc. Hollow CMu Flied CMU FTwood Anchor Type: 3r16'EleoUltraeon 114 ElcoUI1raCan W.,Elt:o 3f1 EicWUlEsacOn 1/4"EIcOUIt+aCorr 114"SS Elco 5116"Elco 114,SS aka #10 steel #12Steel #1 Ajnchortilp Pattems uhraeon AggreWor ultracon AggreGator Scmw(G* scrty(co) sc Edge 171stance(lnX 1° 2-112" i" 2112' MR, 1" 2.172" 1" 2-VT 2" 31lti" 2" 0.4a" 0.54' Ernbedneni n: 1-3/4" 1-T4" 14/4" 1-3/4" 2" 1A/411 1444 1-114" 1-114" 1-114" 1-114 z' 1-a18" 1-=" 2 Anchors @ 06'Mln.O.C.i StaiWW or Onset Clip(Fig 1): 39D Ibs ago lbs 450 Ibs 890 Ibs 1644 lbs 270lbs 280lba 354 lbs 740lbs $74 Ibs 664 Its 8461ts 341 ibs 442 ibs 4 Atuhors @ 1.15"Min.O-C_/Standard(or Offset)Clip(Flo.2)_ 480 Its 700 Its N/A NIA N/A NIA $80 Ibs N/A WA NIA NIA WA 682 Ite a85 lbs 1 4Anenars @ 3"Mlln,a.C_1(2)WAngleCilps/(1=1Q.3): 780 Ibs 780 Ibs 680 tba 1960 Ibs 1896103 540lbs 660 Ibs NIA 7901bs 748 Ibs 880IbS 18921bs 6621bS 885lbs 4 4 Arc hors @ 0.45"Min.O.C./11-Clip.Into.1261 Alum.(Fig 4y 1 NIA WA WA N/A NIA N/A WA NIA NIA N/A NiA N/A N/A NfA 1 1 Ana roar f F-Cllp(Flg 5k 1 195 Ibs 195 lbs 24 Ibs 445 ifs- K2 Ibs 135 Ibs 1401be 177 Ibs 370 ibs 787 Ibs 3a2 Ibs 473 ibs 170 ras 221 Ibs e 2 Anchors @ 1,15,Min.O.0 1 F-Clip Fig 6yj 240 lbs 1 250 Ibs N/A NIA NIA NiA 190 Ibs NIA NiA WA NIA NA 3410s 442 Ibs NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: TABLE NOTES: ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR 1N! ® ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 9A Muglon Capacity Table[ibslfei Opening Width(forverfically-spanning mullions)or opening Height(for horizontaiiy-spanning mulilotts) 50 in 60 in 70 In 80 In 90 In Ina In 12D in 1401n 1,28 x 3.25 Rectangular Traptltlang, Rectangular 'nap/Tdang• Rectangular TraplTdang. Rectangular Trap/7riang. Rectangular TmialTdana. Rectangular I Tiapfmang. Rectangular TrapfTdang. Rectangular 1 Loading Loading Loading Loading Loading Loading loading Loading Loading Loading Loading Loading Loading Loading Leading X.100 Alum.Tube i;r 9 Mullion a 8 42 in 170.0 620 170.0 435 1 170.01 744 1 170.01 478 1170.0 868 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 521 153.3 1118 170.0 521 127,7 1- 17DA b21 109:fi -1118-�' 48In 170.0 708 170.01524 170-01 850 1170.o 684 1 167,E 97s l7o.01 630 140.7 978 170.0 861 130.4 978 170.0 677 117.3 978 170.0 BBO 87,8 878 170,0 88q 83.8 978 1' 50.625 in 170,0 747 170.0 563 170.01 800 1 170.0 031 150.7 927 170.0 684 131.9 927 106.5 708 111.2 927 159.1 899 106.6 927 156.3 695 87.9 927 166.3 695 75,q 827 11 641n 170.0 797 170,0 612 154.5 869 170.0 69i 132.E 009 163.9 6113 116.0 Beg 144.8 Sao 103.0 869 134,0 600 92.7 669 120.8 654 -17.3 869 128.8 662 66.2 868 11 601n 143.2 746 153.8 634 119.4 746 132.3 620 102.3 746 117.8 608 89.5 746 107.E 699 78,6 746 101.0 592 71.6 746 06.0 587 60.7 746 93.3 683 61.2 746 £ 63In 123.1 '677 132,0 679 103.1 877 1113.2 668 88.4 677 100.4 656 17.3 677 BIA 546 88.7 677 05.2 1 639 61.9 677 81.0 634 61.6 677 77.0 029 44.2 677 7 66In 107.6 617 114.1 630 893 817 97.6 Big 76.9 6117 ea3 6D9 67.3 617 76.3 60Q 59.8 617 72.6 1 494 63.8 817 68.7 489 44.8 617 84A 483 38.4 817 f 72bt 82.9 518 87.1 480 69,1 618 74.2 440 59.2 818 85.2 432 51.8 516 68.8 426 48.1 518 64.9 419 41.4 616 603 414 34.6 518 46.8 408 29,6 618 4 115 76In 70.5 465 73.7 408 58:7 466 8218 398 60.3 465 .54.9 390 44.1 466 49.4 384 39.2 465• 46.3 378 35,2 486 42.2 374 29.4 466 38.3 387 26,2 485 78 in 85.2 441 68.0 387 54.3 441 57.7 379 48.6 441 50.8 372 40.8 441 46.4 388 36.2 441 41.6 360 32.8 441 38.7 366 27.2 441 $4.9 349 23.3 441 901n 42.4 332 43.8 205 36A 332 37.0 X17.3 32.3 284 26.5 332 26.8 280 23.0 332 26.1 278 91.2 332 24.1 272 77.7 332 21.3 266 18,2 332 1 96 In 35.0 291 35.9 280 29.1 291 30.3 2e.4 252 21.9 291 23.5 248 19.4 291 21.3 244 17.6 29I 19.6 241 14.6 291 17.1 236 12.6 291 1 108fn 24.6 230 26.1 208 20.6 230 21.1 18.3 201 16.4 230 16 2 198 L111 ht 22.6 216 23.1 191 18.9 218 19A Isla i97 14.1 218 14.1i2D to 17.9 167 18,2 170 14.0 187 15.3 TABLE 9B Anchor Ca achy Table(lbs) Substrata: 2.7k Concrete 3.5k Cono, Hollow CMU t=8fed CMU PT Wood I AnahorType: 3116"Eleo Ultracon t/4"Eko U![raoon 6/18"Eloo 3/ie"Eico UltFaaon 114"Eleo Ulllaoart 114"SS Eleo WIG"Map I/4"SS Elco #10 Steel 012 Steel I!i Anchor Cop Patterns Ullman A9greGgler Ultrecon AggraOator Screw(GS) Screw(G5) Sot Edge Distance(in): 1" 2-i/2" 1" 2112" 3.118" 1" 24/2" 1" 2.1/2" 21 3-1/0' 2" 0.46" 0.54" Embedment(In): 1.314" I-314" 1-3/4" 1.314" 2" 1-114" 1-1/4" 1-114' 1-114" 1-1/4' 1-114" 2" 1.3/6" 1.3/W 2 Anchors @ 4.76"Min.O.C./Standard or Offset Clip(Fig.1$ 390 Ibs 390 Ibs 460 Ibs 890 lbs 1644 Ibs 2701bs 280)be 354lbs 740 lbs 374!bs 864 ibs 948 Ibs 341 lbs 4421bs 5 4 Anchors @ 1.15"Min,O.C./Standard(or Offset)Clip(Fig.2): 480 Ibs 700 Ibs NIA NIA NIA N/A 3601bs 141A NIA NIA WA N/A 682lbs 885lbs 1' 4 Anchors @ 3"Min.0.0./(2)W Angle Clips/(Fig.3): 780 iba 780 Ibs 680 Ibs 1660 Ills 1e98 Ibs 640[be 560lbs NIA 760 Ibs 748 lbs 880111& 1692 ibs 682 Ibs 885lbs 1 3 Anchors @ 0.54"Min.O.C,I U-Ciip,Into.100"Alum.(Fig.4X N/A N/A WA NIA N/A NIA NIA NIA 141A NIA NIA N/A NIA N/A 0 1 Anchor/F-Clip(Fig.bk '105 lbs 195 Ibs 225 iba 445 Ibe 822 Ibs 135 Ibs 140 Ibs 1 177 Ibs 370 Ibs 187 Ibs $32 Ibs 473 Ibs 170 lbs 221[be 2 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig,Uri 240 The 350 Ibs NIA NIA NIA NIA 10D Ibs I NIA N/A NIA NIA NIA 341 Ibs 4421bs 6 FIGURE 1: FIGURE 2; TABLE NOTES: ® ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORM ® ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 11A Mullion Capacity Table(Ittsree) Opening Wrd1h(]br vedical"panning motions)orOpenillg Height(fbrhorizgntefly-spanning mullions) 50 in 60 in TO in 80 In 90 in 100 in 120 in 140 in 1.25 x 3 94 Rectangular TroplTriang_ Rectangular Trap/rriang. Rectangular TrapfTriang. Rectangular Tneplrrieng. Rectangular Trap/rriang. Rectangular Traplydang. RealmWwr Traplrriang. Rectangular Loading Loading Landing Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading x.624 _ Alum.Tube a LA 1✓ 5 O tl V .-. U 1]tq m N W W N @ R N M m U m W W N W @ N W W N W W N @ W N W 1p N W ro N @ t(pp p aV p,,p ,�y d.0 0. 4 6-d 6.0 0. 6.0 O. 0.a O. LL•a Q 0.� R. O. 2 Mullion N m G N {0.7 G W lV2✓ m N A W W 6 W W o W W ro N W G m W W G W W1 m W W m n U V U U io U U V UW U U U U a U U a .(.y UO U-a (,) U CS U•o U U U U y U,�+� U'p C: yr _ C/(�� _ C C ey,, O G•Y 'S.2_' C ' O'er+ tl•' O� � y C� ` � +�. L� G� S� G� t� O� S's O� t S �� � 7 O� t � �It t � .�� �'� Sn +'� � � ��y tltlV„ � Lri 7 ^ `p-pr�� 'C�, V S u qV c - UCCH� aTr r� N aCC,� V' -33,aN n o• - N CC,� a' - (C CUCB� m J v3 C4ND 9tT � @ yV' @ 33,p 6} 7 � $c�i W gg --- __- G Q 0: 2C G a rd G ¢ d 4!L YG' G S Q c`� G Q lY G Q G 4 Cr- Q C d Cr �" G C- �L_G_ �A- �_G. Q_tY__L_ 42 In 170.0 620 170.0 436 170.0 744 170.4 476 170,0 069 170_0 506 170,0 992 17d_0 519 170.0 1116 170.0 521 1T0.9 1240 170.0 521 170.0 1488 170.0 521 t70.0 1735 ] 401n 170.0 708 t70,0 624 VC-0 050 170.0 584 L170A 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 BOB i7ILa 1700 170.0 680 170.0 1983 1 50.625 in 170.0 747 170.9 663 170.0 896 170.a 631 1046 170.0 634 170.0 119E W0.0 723 170.0 1346 170.0 747 170.0 1494 170.0 756 179.0 1793 170.0 T66 170.0 2092 t 54in 170.0 797 170.0 612 170_D 955 T70.0 691 1116 170.0 76a tl0,tl i275 17D.0 803 170.0 143A 170.0 837 170.0 104 170.0 066 170.9 1913 170.0 881 VD_0 2231 1 60in 170.0 885 170.0 701 1700 1063 170.0 797 1240 17" 870 170.0 1417 170.0 944 170.0 1594 170.0 898 170.q 177t 170.0 1033 170.0 2125 170,0 1063 1A8.3 2163 1 63in 170.0 930 170.0 745 170.0 11tS 170.0 060' 170.0 1302 170.0 940 170.0 14BB 170.0 1046 170.0 1673 17B.0 •1076 170.0 1B59 170.0 1122 156.9 2060 170.0 1169 134.5 2060 1 661n 170.0 9T4 170.0 789 iT0.0 1169 170.0 903 170.0 13U 170.0 1002 170.0 1650 170.0 10-86 170.0 1763 170.0 1156 170.0 1948 170.0 1210 143.0 1966 170.8 1275 1226 1966 1 C 721n 170.6 1063 170.0 87B 170.0 127E 17D.e 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 164.1 1734 170.0 T315 138.7 t73A 169E 1386 115 6 1734 155.9 1364 99.1 1734 1 p 76in 170.0 1122 170.0 537 170.9 1346- 170.0 1080 [6015arg. 1666 170.0 1209 147A 1656 1652 126E 131-1 1556 151.5 1266 117E 1556 141.3 1261 198.3 1656 128.3 1229 84.2 1566 1 TB in T70.0 1161 170.0 967 170,0 138T 170.0 11T6 1477 169.3 1245 136A 1477 152.0 1224 121.2 1477 139.1 1206 109.1 1477 129.E 1191 90.9 1477 116.8 1169 77,9 1477 1 90in 142.0 1110 146.5 986V18._4 lilt 123.9 968 1110 107.9 951 88.8 1110 96.3 936 7B.9 TtiO 97,E 922 71.0 1110 80.7 910 592 1110 71.3 891 50.7 1110 1 us in 117.0 975 120.3 872 975 1015 666 975 08.3 842 73.2 976 79.6 829 66.0 975 712 817 SILLS 975 65.4 007 48.8 975 67.4 789 41.6 976 i08in 822 771 84.0 696 68,5 771 1 70.7 685 1 68.7 771 61.3 6T4 61.4 771 6A_3 564 46.7 771 49.0 655 41.1 771 44.9 647 34.3 771 38.9 SU 29.4 771 iiiin 76.7 730 77.3 661 63.1 73D 65.0 65D 64.1 730 56.3 64D A7.3 730 49.9 631 42i 730 45.0 622 37.9 730 41.1 614 31.6 730 35.6 600 27.0 730 120in 69.9 624 01.0 669 49.9 624 51.2 660 42.8 624 44.3 112 37.5 624 39.2 544 33.1 624 39.3 637 30,0 624 32.2 531 26.0 624 27.7 619 21.4 624 1441. 34.7 433 35.1 400 28.9 433 29A 305 24.8 433 25A 390 21.7 433 22.4 385 19.3 433 20.0 381 i 17.3 433 102 376 TABLE 11 R AnohorCapacity Table(ii>s) Substrate 27k Concrde 3.5k Conc. - Hollow GNU Filled CMU PT Wood 5116"EleO 3r16 Elea Ultraeon 4/4"E@oUllracon 114"SS Elco 5116'Elea 114"SS Elco 910 Steel #12 Steel Ultracon # Anchor Clip Pattema Anchor Type; 3/1E'Elco UIlr�on 1!a"E1coUltracon AggreGalor Ulbacon AggmG2tor Screw(W)Screw(G5) Se Edge distance ft i" 2-112" 1" - 2-112, 31/e" 1" 2-1/2" 1" 2-1/2" T. MAI 2" 0.413" 0.54" Embedment ft 13/4" 1.`tl4° 13/4" 1314" 2" 1-1/4' i lbr 1-1/4" 1 114' 1-114" 1-114" 2 I-ale" I-W 2 Morons @ 475'Min O.C./Staandactl if Offset Clip(Fig 11:WO Ibs 390 Its 450 Ibs ON IN 169 tAs 270 We 260 Ibs W4 Dos '140 Ibs 374 Ibs 664 ibs 946 The 341 ft 442 lbs I 4 Anchors Q 1.18"Min,O.C./Standard(or Offset)ClIp ft 4. 4801bs 700 It N/A NIA NIA N/A =1 Its NIA N/A N/A WA NlA 6821bs 685 Ibs 1 a Anchors Q 3"Min_O.C.1(2)2x5AngleC8ps1(R9.V 78D Ibs 7801bs WO lbs 1560 II% 169E Ibs 540lbs 560Its NIA 7601ba 748 Ibs 86011% 1892lbs 682lbs BW Ibs 1 4 Anchors p 0 54"Mtn.O.C.I U,Cllp,Into.100"Atom (Rg_4; N/A NIA NIA NIA N/A NIA NIA NIA N!A NIA NIA pUA NIA NIA 7 1 AID not)F Clip(Fig 5X 195 It 10.E lbs 2261trs 445 Ibs 822 Ibs 1351bs 140 Ibs 177 Ibs 3701ts ]871bs 332 Ibs 473 Ibs 1701bs 221 Ibs 2Anchors @ 1.19'Mtn,O.G./F-COp 09.-- 240 0)s 35D Ms NIA NIA NrA N!A 1901bs N!A N/A N!A NIA N!A 341 Ibs d42 ft FIGURE 1: FIGURE 2: TABLE NOTES: ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR IN ® ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 1DA Mullion Capacity Tabfe pba fe) Opening Width(forvetlically-spanning mWons)oropening Height(forhorizonteily-spanning mullions) 50 in 60 in 70In 80 In 90 in 100 in 120 in 140In 12S X 3 26 Rectangular Traplrriang. Rectangular Traplrriang, Rectangular Trap/rriang. Rectangular Trapll'rlang. Rectangular 7raptrriang. Rectangular Trap/rriang. Rectangular Trap/riiang. Rectangular 1 Loading Landing Loading Leading Loading Loading Loading Landing Loading Loading Castling Loading Loading Loading Loading x.624 Alum.rube r N x N W N N i" N of m ry m N IO 0.2 m N N N N l0 N m A N N R N N p N R m N 40 mp (Ny Np a {p ry.NC C Mullion o 0.a 0.d 6 0. d 0. 6 0.Ya d 3 i7 a li d d 0. d d G N C N l!G W N C• p N ro m w m m m m m m m e m fo a m a °� m o m m e m Pa c a m U U U v S 1 U U U U U v U U U U v CS Ub C m Tsi Raj', a m ' a `o a {per` �{jm� a `o `o •��++ `a -" c "'.�' o a �' L V O• V,�T v g u-� p �, U O 'LJf•O• V W 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 606 170.0 992 170.0 510 170.0 1116 170.0 621 170.11 1240 170.0 621 170.0 146E 170.0 fr21 170.0 1736 1 48in 170.0 708 170.0 524 170.0 050 170,0 584 170.0 992 170.0 630 170.0 1133 1701 661 170.0 1276 170.0 677 110.0 1417 170.6 560 170.0 1700 170.0 680 169.7 1979 1 50.626 In 170.0 747 170.0 60 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 11195 170.0 723 170.0 1346 174.0 747 170.0 1494 170.0 766 170.0 17M 176.0 ?Sr. W-15 1877 1' 64In 170.0 797 17a.0 912 170.0 956 170.0 691 170.0 1116 17A0 764 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1694 170.0 066 166A 1769 170.0 661 134.1 1769 i' Win 170.0 8B5 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.1 t417 170.0 544 161.1 1611 170.0 996 145.0 1511 170.0 1033 120.0 1611 170.0 1063 103,E 151i t' 63in 170.0 930 170A 746 170.0 1114 170.0 860 170.0 1302 170.0 940 156.E 1370 170.0 1016 139.2 1370 170.0 1076 126.3 1370 164.0 1082 104.4 1370 165.9 1072 B9.6 1370 1: 661n 170.0 974 170.0 789 170.0 1169 170.0 003 156.6 1240 170.0 1602 136.2 1248 168.6 1013 121.1 1248 147.1 1000 100.9 1248 139.0 969 90.8 1248 130.4 978 77.8 1240 1: m � 721n 167.8 1049 179.0 876 139,9 1049 150,2 092 119.9 1049 132.1 876 104.9 1049 119.1 860 932 1049 109.7 84e 83.8 1049 102,7 838 69.9 1049 94.3 826 59. 0 £ 0 ?Sin 142.7 941 149.1 822 118.9 941 126.8 806 101A 941 1112 791 89.2 941 100.0 777 79.3 941 91.7 766 71.4 941 06,6 767 69.6 941 17.6 744 51.0 941 7 75 78In 132.0 894 137.0 783 110.0 894 1i6.9 7G7 94.3 894 102 4 753 82.6 894 91.9 74G 73.3 694 84.1 730 66.0 894 78.3 721 66.0 894 70.7 707 47A B94 6 so In 86.9 671 88.7 696 71.6 671 74.9 686 61A 671 66.3 575 533 671 68.2 666 47.7 671 62.9 558 43.0 671 48.8 651 35.8 671 43,1 639 30.7 871 2 g6in 70.8 690 72.8 527 &9.0 690 61A 518 50.6 690 63.4 609 44.3 690 41.6 602 39.3 590 43.0 494 36.4 690 39.6 468 29.6 590 34.7 477 25.3 690 1081n 49,7 466 50.8 421 41A 466 42.8 414 35.6 466 37.1 400 31,1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 3Bt 20.7 466 23,6 302 17.8 Q66 '. 111In 46.0 441 46.7 400 38.2 441 39.3 393 32.7 441 24.1 307 28.6 441 30.2 362 26A 441 272 376 22.9 441 24.9 372 19.1 441 21.5 363 16.4 441 1 120In 36.3 378 36.9 344 30.2 378 31.0 339 26.9 378 26.8 334 22.7 376 23.T 329 20.1 3T8 21.3 325 18.1 378 19.6 321 16.1 318 10.7 314 U4in 21.0 262 212 242 17.5 262 17.8 239 16.0 262 15.3 230 TABLE10B Anchor Capacity Tai11e(lbts) Substrate: 2,7k Cone mte 315k Cone. HC40W CMU Filled CMU PT Wood I VIG,Elco 114"SS EICo ii/15'EfcO 1/4"SS Elco #10 Steel #i2Steel #1 AnchorCilp Pattems Anchor7ype: 3I1B'Elco Ultracm 1I4"Etc oUltracon ultraeon 3116"Elco Ultracon 1/Q"ElcoUitracon Aggregator Ullraean Aggregator Sclow(cis)Screw(35) Scl Edge Ustance Qn): 1" 2412" 1'. 2-1/2 3118" 1" 2-1/2' 1" 2-11X 2' 3-1/8" 2" 0,48" 0.64" t Embecknent n, I-SM" 1-314" 1-0/4" 1 144' 2" 1-114" 1-1/4" 11/4" 1114' 1.1/4" 1114' 2" 2 Anchors @"4.75r'Mln,O.C.I Standard or 09set Clip(Fig.1. 390 itla 3901bs Qa01bs 890 tbs 1844 Ibs 2701bs 280 Ibs 3fi41bs 7401bs 374 Ibs 664 Ibs 946 IfY 341 Ib3 442(ln 5 4 Anchors®1.15"Min.O.C./Standard(or Onset)CRP(Fig.2): 480 Ibs 700 Ibs NTA NIA N/A NIA $80 Ibs NIA NIA WA N/A NIA 662lbs $55 Ibs 11 4Anchoes @ T Min.O.C./(2)W Angle Clip$/(Fig.Sy. 780 Ibs 780Ib9 6801bs 1660 ihs 1695Ibs 540Iba 660 ibs NIA 760118 748 Ibs 880lbs 1892Iba 662lbs 885 Ibs 1 3 Anchors®0.54"Min.O.C./U.CIIP,Into.1001 Alum(Fig.4 NIA NIA NIA WA NIA NIA NIA N/A NIA N/A N/A NIA N/A NIA g 1 Amhor/F-CI1p(Fig,5): 105lbs 195 W 225lbs 445 The 822 Ibs 135lbs 140 Us 177 Ibs 3701Da 18T Ibs 332Ibs 473 Itis 170lbs 221 Ibs 2 2Anchors @ 1.18'Min O,CJ F-Clip,(F7g.By. 240 8)s 350 ibs NIA N/A NIA NIA 1001bs NIA N/A N/A WA WA 341 Ibs 442 Ibs 5 FIGURE 1: FIGURE 2: TABLE NOTES: ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATI ® ON LOADING.SEE SHEETS 24 FOR GENERAL.INSTALLATION METHODS. TABLE 12A Mullion Capacity Table Ibslftz) Opening Width(for vertically-spandng millions)or Opening Height(for ttorizontally-spandnq mullions) 50 in 60 In 70 in 80 in 90 In 100 In11 120 in Rectangular lYepr Mang. Rectangular Trap/Trtang. Rectangular ilYap/Tdang. ReetangWar 7rapimong. ReclangWer ltap/Tdang. FteetangWor 1tapiTdang. Rectangular TraplTriang. Rectan;u 2 x 4 x.25 Loading Loading Loading Loading Loading Loading Loading Loading Loading loading Loading Loading Loading Loading Loadlnl Alum.Tube & s ^ o, aa , anNGIIIOR . a cap a 8 3 a� c9 Ua a a �G U 8� a Vn 8 89 a a a o�y `o = o o $ 14 9� `d' - pp Co5, O 'ppC t! W 4 V. L1 q C GCtrJ' p tl1 sLG 42in 170,0 620 170.0 436 170.0 7" 170.0 478 170.0 866 17U 506 170.0 992 170.0 619 17D.0 1116 170.0 521 170.0 1240 170.0 521 170,0 1488 -170.0 -521 _IW6.0 -1- 481n 170.0 708 170.0 524 170,0 850 170,0 684 170.0 992 IM0 630 170.0 1133 170,0 681 170.0 1275 1 170,0 677 17D.0 1417 170.0 680 '170.0 1700 1 170.0 $80 170.0 1i 50.8251n 170,0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0- 747 170.0 1494 170.0 756 170.0 1793 17c.0 756 170.0 Z 641n 170.0 797 170.0 612 170.0 956 170.0 69i 170.0 1116 170.0 754 170,0 1275 170.0 803 170.0 1434 17D.0 837 170.0 1894 170.0 866 170,0 1913 170.0 881 170,0 2 60 in 170.0 885 1 170.0 701 170.0 1063 1 170.0 797 170,0 1240 170,0 875 170,0 1417 170.0 944 170.0 1594 170.0 S96 170.0 1771 170.0 1033 170,0 2125 170.0 1063 170.0 2, 63In 1 170.0 930 170.0 745 170.0 1 1116 1 170.0 560 1170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.01 1859 170.0 1122 170,0 2231 170.0 1169 166.7 2: 66 in 170,0 974 170.D 789 170,0 1 1169 1 170.0 903 170.0 ]1'570 170.0 1002 170.0 1658 170.0 1066 170.0 1763 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 151.9 2- r 721n 170.0 1063 170.0 878 170,0 1275 170.0 1009 170.0170.0 1126 170,0 1700 170.0 1228 17D.0 1913 170.0 1315 170.0 2125 170,0 1387 145.E 2184 17MO 1488 124.8 2' 761n 170,0 1122 170.0 937 170.0 130 170.0 1080 170.0170.0 1209 170.0 1794 170,0 1322 1661 1960 t70,0 1421 148,E 1960 17D.0 1505 123.8 1960 161.E 1548 106.1 1i 5 78 in 170.0 1101 170.0 W7 170.0 1381 170.0 1118 170.0170,0 1250 170A 1842 170.0 1369 15Z7 1051 170.0 1474 137.4 1861 163.1 1500 114.5 1861 147.3 1473 982 11 9D in 170.0 1320 170.0 1144 149.1 1398 156.0 1219 127.8 1398 136.0 Ms 111.8 1390 121.3 1179 99.4 1398 110.2 1162 89.5 1398 101.6 114 774.5 1398 89,8 1122 63.9 1 96 in 147.4 1229 151.5 1098 122.9 1229 127.8 1078 105.3 1229 111.2 1061 92 1229 98,9 1044 61.9 1229 89.6 1029 73.7 1229 8Z4 IQIS 61,4 1229 72.2 993 52,7 1: 1081n 103,5 971 105.8 877 $6.3 971 89.0 862 74.0 971 77.2 849 64.7 971 68.4 837 67.6 971 61.8 826 61.8 971 56.5 816 43.1 971 49.0 796 37.0 e 1111n 95.4 919 97.3 632 79.6 919 81.9 619 68.1 919 70.9 806 59. 919 62,9 794 53.0 919 56.7 784 47.7 919 51,8 774 39.7 919 44.8 756 34.1 6 120in 75.5 786 76.6 716 62,9 786 64,5 705 53.9 786 55.8 05 47.2 786 49.4 SW 41.9 786 44.4 677 37.7 786 4DS 668 31.5 786 34.9 653 27.0 7 144 In 1 43.7 548 442 E04 36.4 US 31.0 498 31.2 646 31.9 1 491 27,3 548 28.2 485 24.3 546 26.3 479 : .8 546 099 474 182 545 19.6 464 15.6 5 TABLE 12B AnchorCapacity Table{Ibs) Substrate 23k Concrete 3.5k Conc. Hdlow CMU Filled CMU PTWaad Anchor Type: 3/16"Elm UltMcon IM"Elco Ubacon 5116 Elco Me Elto Ultmcm. 114"Ele0 Ultmacon 1141,$9 Elco fille Sco 114"SS Elco 410 steel #12steel #1 Anchor ClipPa#tems Uttracon AggreOsWr Whacon AggfaGator Screw(G5) Screw(G7 Se Edge nistarue Qny 1" 2-112" 1" 2-112' 3-19P 1" 2-112, 1" 2-112' 2' 3.119, 2" oAv 0.5d' I EMbeunent(In): 1-314" 1-N!, 13/4" 1-&4" 2- 1-1/4" 1414" 1-114" 1-114" 1-114" 1-114" 2' 1--318" 1-Val 2 Anchors @ 4.75"Min O.C.i Standard or Offset Clip(Fig. 10): BW Ihs 30-0 Its 450 the 89D IDS 1641 IDS 270 bs 280 Ibs 354 lbs 740 lb� 874 Ihs 694 RZ 946 Ibs 3411bs 442 ibs IC A Anchors @ 2.68"Mtn O.C.1 Standard(or Offset)Clip(Fig.3r 7401bs 740 lbs G30 lbs 1485 Its 1424 lbs N/A 500 lbs NIA 695 ibs N/A Sao Ibs NIA 662lbs 885 lbs 1 6 Anchors @ 1,71"Ivilm 0,0.1 Standard(or Ofbet}Clip(Fig_4): 885 Ibs 050 758 IN 1946 lbs N/A N/A 7051bs NIA 799lbs NiA NIA NIA i022lbs 1327 IM 1 4Anchor9(off 3'Min.O,C.1(2 W Angle Clips/(Ag.5): 780 lbs 7 bs WO lbs 1560.Ibs 1896lbs CUO iW 5601b9 NIA 7601bs 748 lbs 880lbs 18921bs 682Ibs 885lbs 1 6Aruhors @ T Min.O.C.f(2)W Angle Clips I(Rg.6k 11701bs 1170lbs 1020lbs 23401Ds 2644 Ibs b1 bs 840lbs NIA 11401bs 1122 lbs 1320 lbs 2838 Itis 1022lbs 1327lbs 1. SAmhors @ 1.84"Min.O.C./U-Cllp,Into,129'Alum.(Fig.7): NIA NIA NiA N/A NIA NIA NIA NiA NIA NIA WA NIA NIA NIA 1 6Anc hors @,0.641,min.O.C./U-COp,Into.125'Alum.(Fig.By N/A NIA NiA NIA N/A N/A NIA N1A NIA NiA NIA N/A N/A NfA 2 2 Anchors @ 2-68,Mir►O.C./F-Clip(Fig 9): 370 lbs 370 U 316 lbs 743 lbs 712 lbs N/A 2W lbs N/A 348 IDs NIA 44D lbs N/A 341 IDS 4421bs 3Arc.hors a 1.71"Min.O.C_f F-01p(Fig_10r 1 443 IDs 5251t3 379lbs 1 07311s iVA N/A 353 IN N/A 3991bs NiA F NIA N/A 511 lbs WA ibs f NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHl FIGURE 1: FiGURE 2: FIGURE 3: FIGURE 4: e e e , 0 1� 11 �1 TABLE NOTES: TABLE13A Mullion Capacky Table IbsiltZ Opening width(for vert[cally-spanning mullions)or Opening Height(for horizontafly�spararing mullions) 501n gin 70 in 80 in 001n 100 in 120 In Rectangular Ttapll)iang. Rectangular Treprrr(ang. Rectangular Trapi l)tang. Rectangular Tiap/Tdang. Rectangular TraplVeng. Rectangular 7raplltiang, Rectangular TraplTdang, Rectangu 2 x 6 x.25 Loading Loading Loading Loading Loading Loading Loading loading Loading Loading Loading Loading Loading Loading Loading Alum.Tube z a Mullion � Ua C7 rY TU2Cmcp G _ CtcW�7•�yy Ud 0.c CL 16 W a - �g � i �_ 7 � UWG N.vID ;30 CC a E � 2a nw � ¢ G � p>✓ V y_�o ^ Uroe_- 42 in 170.0 620 170.01435 170,0 744 170.0 476 170.0 668 170.01506 170.0 992 170,0 5i9 170.0 1116 170.0 521 17,0.0 1240 170.0 521 17D.0 1488 17D.0 52! 170:9 1'- 48in 170.0 708 170.0 $24 170.0 850 170.0 $84 170,0 992 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1417 170.0 680 1T0,0 1700 170.0 680 170.0 1! 50.625In 170.0 747 170.0 583 170.0 898 170.0 631 170-0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170A 1494 170,0 756 170.0 1793 170.0 759 170.0 21 541n 170.0 797 170.0 612 170.0 056 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 858 170.0 1913 170.0 881 170.0 Z 60 in 170,0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 875 170.0 1417 l70,0 944 170,0 1594 170.0 996 170,o 1771 170,0 1033 170.0 2125 170.0 1063 170.0 2 63in 170.0 930 170.D 745 170.0 1116 170.0 85o 170.0 1302 170.0 940 170,0 1488 170.0 1015 110.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2i 661n 170.0 97.4 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170,0 1558 170.0 1066 1-10.0 1763 170.0 1165 170.0 1948 170.0 1210 170.E 2338 170.0 1275 170.0 2' C 72 in 170.0 1063 170.0 878 170.0 1275 170,0 1009 170.D 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 t31fi 170.0 2125 170.0 1387 170.0 255D 170.0 1488 170,0 21 J 76ip 170.0 1122 170.0 937 170.D 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 1770 1322 170.0 2018 170.0 1421 f70.0 2243 170.0 1505 170.0 2692 t7D.a 1629 170:0 3 781n 170.0 1151 170.0 967 170.0 1381 170.0 ilia 170.0 1611 170.0 1260 17OX 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1664 170.0 2763 170,0 1700 170.0 T. 90in 170.0 1328 170.0 1144 170.0 1594 170.0 13Z8 170.0 18% 170.0 1498 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 26W 170,0 1918 170.0 3188 170.0 2125 IW,0 3• 961n 170.0 1417 t70.0 1 1232 170,0 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2257 170.0 1704 170,(1 2550 170.0 1952 170,0 2833 170.0 2085 160.0 3109 170.0 23381 1137.1 3 lea in J W0.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170,0 2078 1 164.8 2781 170.0 2271 148.3 2781 161.9 2333 123,E 2781 140.4 2281 105,9 2 III In 170.0 1638 170.0 1454 170,0 1966 170.D 1700 170.0 2293 170.0 1932 170.0 2821 170.0 2149 151.8 2832 162.3 2245 138.6 2632 148.4 2210 113.0 2632 126.4 2188 87.6 2: 1201n 170.0 1771 170.01 1586 1170.01 2125 17001 185911 154-4 2252 159.9 19911 135.1 2252 141.4 1964 120.1 2252 1272 11938 108.1 2252 118.1 1915 90.1 2252 99.8 1872 77.2 2 1441n i25.1 1564 128,6 1445 104.3 1564 10e,1 1425 89.4 7584 91.5 1407 78,2 1564 80,7 1390 89.5 1684 72.3 i373 62.6 1504 65.7 1358 521 1564 56.D 1330 44,7 1 TABLE138 Anchor Ca a ity Table(lbs) Substrate: 2.7k Concrete 3.5k Cano. Holla•N CMU Riled CMU PT Wood 311fi"Elco Ultracon 1/4"Elao Uliraaon 5/16"Eloo 3/16"Elco Ultracon 1/4"Elcc Ultmoon 1/4"SS Poo 5/18"Eico 1/4"SS Elco #'10 Steel #12 Steel #1 Anchor Type Anchor Clip Patterns Ultracon AggmGator Uhracon AggreGator Screw(G5) $crew(G5) So Edge Oistanoe(in): 1" 21J2" 1- 2-112" 3-1/9' 1" 2-112" 1" 2-1/2" 2" 3-11W 2" 0,48' 0.64" i Embedment(in): 1-3/4" 1-3i4"E 1-3/4" 1-3/4" 2" 1-1/4" 1-114" 1-114" 1-114" 1.1/4" 1-1/4" 2" 1-WIT, 1.31811 2 Anch ors @ 4.75"Min.O.C./Standard ar Orset Clip(Fig.1&2): 390 Ibs 390 The 45D Ibs 890 lbs 1644 Ibs 270 IN280 Ibs 3641be 740 Ibs 1 374 Ibs 6641bs 946 Ihs 341 the 442 Ibs 4 Anchors @ 4,68"Mln.O.C.1 Standard(or Off-at)Clip(Ffg,3): 7a0 Ibs 780 Ibs 90c The 1780 lbs 3232 The 540 lbs 560 lbs 7061bs 14801be 748 Ibs 1272 The 1802Ibs $821bs 885 lbs 1 8 Anchors @ 1.711,Min.O.C./Standard(or OBset)Clip(Flg.4): 1180 lbs 1400 Ibs 1010 Ibs 2595 Ibs NIA N/A 940 Ibs NiA 11065 Ibs NIA NIA NIA 1363)be 1770 Ibs 2 4 Anchors @ 3"MIm O.C.1(2)2x5 Angle Clips/(Flg.5). 780 Ibs 780 lbs 680 Ibs 15601be 1896 Ibs 540 Ibs 560 Ibs NIA 760 The 748 Ibs 660 The 11392 Ibs 682 Ibs 885lbs 1 6 Anchora @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.6): 1560 Ihs 1560 Ibs 1360 We 3120 Ibs 3792 Ibs 1080 Ibs 1120 Ibs N/A 1520 lbs 1496 ihs 17110 ms 3784 Ibs 1363[be 1770 Ibs 2 12 Anchors @ 1.511 Min-O.C./(2)2x5 Angle Gips I(Pig.7): 1060Ibs 2100 lbs 1410 Ibs 3780 Ibs WA NIA 1320 Ibs WA 1500 Ibs N/A WA NIA 2045 Ibs 2664 Ibs 3 4 Anchors @ 1.34`Min,O.C./U-alp,Into.125'Atom.(Fig.8). WA WA NIA WA NIA N/A WA WA N/A NIA NiA NIA NIA NJA 1 8 Anchors @ 0.64'Min.O.C.1 U-Clip,inio.125"Alum.(Fig.9): WA N/A N/A WA NIA WA WA WA NIA NIA WA WA NIA NiA 2 2 Anchors @ 4,08"Min.O,CJ F-Clip(Fig,10): 390 lba 390 Ibs 460 Ibs 6901bs 1616 Ibs 270 Ibs 280 lbs 354 Ibs 740 ibs 374 Ibs 636 lbs 9461be '341 Ibs 442 lbs 4Anchors @ 1.71"Min.O.CJ F-Clip(Fig.11): 590 The 700lbs 505 tbs 12981bs I WA N/A 470 Ibs WA 533 Ibs WA NIA WA 682 Ibs 8851bs 1 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: .1. c111_I roc o. G1r1 rRr=R• FIr.11RF A- FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11: TABLEI4A Mullion Ca ac' Table(lb" Re Width(forverdcaIl-spanning muflians)or Opening Height(for hodzot1W*spann1ng mLiffions) 50 in 60 in 70 in 80 In 901n 100 in 120 in Rectangular Trap/T&M. Rectangular Trap?riartg Rectangular Trap-Mang, Rectangular TmplTdang, Rectangular Trapff tang. Rectangular TraWFrlang. Rectangular Trapfrrlang. Rectangul 126"x 2.11" Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading x.126"+Alum 2 �' _ _ _ e"3_ � aN � I✓ Tube Mull a a Q g y^ a a Chi c v 43 i e� O O L' L O = O C 'CS O --- a Pr A , � x � � dads a �� � c � 4 42 in 144,2 526 1167.01 428 120.2 526 148.9 419 I= 526 1138.91 414 90.1 $26 134.6 411 80.1 526 134.1 411 72.1 526 134IL - .1 41? 60.1 $26--134.1 -411 -81:5- 5: 48In 96.6 403 108.0 333 80.5 403 94.7 325 69.0 403 80.4 320 60.4 403 01.4 317 63,7 403 79.1 315 48.3 403 78.6 314 40.3 403 78.6 314 34.5 4( 50,6251n 82.3 382 91.0 301 65.6 362 79.3 294 68.8 362 71.9 289 51.5 362, 67.2 286 45.7 382 64.8 284 1 41.2 362 63.6 283 34.3 362 63.5 283 29.4 N 54 in 67.a 318 74.1 267 66.5 318 64.2 261 48.5 318 57.7 256 42.4 318 63.6 263 37.1 316 60.8 26d 33.9 318 49.5 249 28.3 318 49.1 248 24.2 3' 60In 49.5 256 63.1 219 41.2 r 258 45.7 214 35.3 258 40.7 210 30.9 1 268 37.2 207 27.5 258 34.0 204 247 258 33.4 203 20.8 1 258 1 32.2 201 17.7 1 21 83 in 427 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 2117 234 31,6 189 23.7 234 29.4 166 21.4 234 28.0 184 17.8 234 26.6 183 15.3 2; 661n. 37.2 213 39.4 183 31.0 213 33.7 179 26.5 z13 29.8 170 23.2 213 27.0 113 20.6 213 25.1 170 18.6 213 23.7 169 15.6 213 22.2 187 13.3 2 72 in 28.6 170 30A 165 23.9 179 25.8 162 2DA 179 22.5 149 17.9 179 20.3 147 15.9 I79 18.7 145 76in 243 161 25A 140 21),3 161 21.6 137 17.4 161 19.0 135 15.2 161 17.0 133 78 in 225 162 23.5 133 18.8 152 18 9 131 16.1 152 17.5 128 TABLE14B Anchor Capacity TaW fiba Substrate; 2.7k Concrete 3.5k conc. ROW-CPU F111ec CMU PT Wood I AFrher-PyM 3d16"Elco Ultracon IM,Elco U 5/16"Elco 3/16"Etc Ultracon 1!4"Elco Ultracm 114"SS Elco 5118"Etc o ?/4"SS Etco #10 Steil #12 Steel #h Anchor Clip Patt�rtts ftmoil Ultraco7 AggmGatoa Mixon AggreGator Screw(G6) Screw(G&)j Scr Edge Dtstance(in}: 1" 2112 1" 2412" 3-1181 1" 2-1/2' 1" 2-1/2' V 3116" 2 0.48" Embe7ment n}: ? rd^ 1 1314" 1-3/4" 2" 1-1/4" 1,1/41 MAI 1-114" 1-v4" 1'1/4^ 1 2" 1-316" 1318" , 4 Anchors®3'Nn.O C_1(2)2K SAngie Clips!(Fig. S)_ 780 lbs 780 155o Ibs 18961bs 840 Ibs 6601ba NIA 760 Ibs 748 Ibs 8801bs I892 Ibs 682 0s 885!bs 1+ TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON I SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANIXOR OPENING WIDTHS 18 ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEE ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. TABLE16A Mullion Capacity Table(Ibsf e) Opening Width(for verfical"panrdrig mullions)or Opening Height(for h0rizonta*span6ng mullions) 50 In 60 In 701n 80 in 90 In 100 In 120 in Rectangular TraplTffang. Rectangular TraplTriang, Rectangular Trap/Trfang. Rectangular Traplydang. Rectangular Trap/Ttiang. Rectangutar Traf/Tdang• Rectangular Tracrili ang. Recteng. 3.26"30 Loading Loading. Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadin! DEG.AL a a .. y ' "5.-. n v .. a 'o.-. 'u.-. '9c a.. is.-, v n n.� c� o ., �.. SAY MULL ya�t m v� m m row �u n m m opf +c w Imo m � �a9 �q " om� m m m �' C U_ G m� w � (J _ w � `CL U_ 0 � 8 �� U �� � 9v 1 a S7 Uv R m� to a•`� v V 1 U -a V V „ �I O V `• a L. C L C1 ,+ O L^ . a F -- ---- - o� �• � � �'a ,F 8^ m s4' t o 3 � � z o a v• '� n a � a iT c'� w o• 8 a o gm u � 7w ac 7w � 53 S'� a� s a� a w m �o: 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1408 170.0 621 170.0 1' 46In 170.0 709 170.0 624 170.0 860 170.0 584 170.0 992 170.D 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 107 170.0 680 162.2 1622 170.0 680 130.5 1 50.626 in 170.0 747 170.0 $53 170.D 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 136 9 1443 170.0 756 117.3 1• 54In 170.0 797 170.0 612 170.0 966 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 160.4 1353 170.0 037 144.3 1353 170.0 856 120.3 1363 170.0 661 103.1 1; BOfn i70A 886 170,0 701 1TD,0 7063 170A 797 167A 1Z18 170.0 878 146.1 1218 170.0 944 129.9 1216 159.8 836 116.9 1218 152.1 924 97.4 1218 146.1 913 63.5 1; 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 160.2 1150 168.8 933 131.4 1150 153.D 914 116.8 1150 141.9 898 105.1 1150 134.2 885 87 8 1150 126.7 871 75.1 i ram. 60 in 170.0 874 170.0 709 152.4 1048 165.8 881 130.6 1048 146.6 864 114.3 1048 133.1 060 101.6 1048 123.4 039 01.4 1048 116.6 830 76.2 t048 109.4 821 65.3 1 G 72 in 140.6 U80 147.9 764 117.4 880 126.0 748 100.6 880 110,6 734 68,0 8% lo0.0 722 75.2 880 92.0 112 70.4 860 86.2• 703 58.7 80D 79.2 693 50,3 E 761n 119.7 790 125.1 690 99.0 790 108.4 e76 85.5 790 03.3 663 74.8 790 83.9 652 66.5 790 76.9 643 69.9 790 71.7 635 k9.9 790 65.1 624 42.e, 7 78In 110.8 750 115.5 857 92.3 750 96.1 644 79.1 750 86.9 632 69.2 750 77.1 621 81.5 750 -10.6 612 55.4 760 65.7 605 46.2 760 59.4 694 39.6 7 90 in 72.1 563 74.4 500 60.1 50 62.9 491 51.5 563 54.8 463 45.1 563 48.9 476 40.1 563 44.4 466 36.1 663 40.9 462 30.0 563 30.2 452 25.8 5 96in 59A 495 61.1 443 49,5 495 51.6 435 42.4 495 44.8 427 37.1 495 39.9 421 33.D 495 36.1 416 29.7 495 33.2 404 24.8 495 29.1 400 21.2 4 108 in 41IJ 391 42.6 353 34.8 391 $5.9 348 29.8 391 31.1 342 26A 391 27.6 337 23.2 391 24.9 333 20.9 391 22,8 328 17.4 391 19.7 321 14.9 2 Ill In 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 26.3 320 VA 370 22.8 316 19.2 370 20.9 312 16.0 37D 18.1 305 1201n 30.4 317 30.9 289 26.3 317 26.0 284 21.7 317 22.5 28D 19,0 317 19,9 276 18.9 317 17,9 273 1441n 17.6 220 17.8 203 TABLE 15B Anchor Ca Ity Table Ibs Substrate: 2,7K Concrete 3.5k Cono. Hollow CMU Filled CMU pT Wood 5/16"Hlca 1/4"8S Elco 5/18"Elco tl4°SS Eloo #10 Steel #112 Steel #1 Anchor Type: 3118"Efoo Ultracon 114°Eioo Ultracon 3/78"Elaa Ultraoon 1/4"Etco 111tracon Aggregator Ultraoon Aggregator Screw(G5) Screw(GS) Sc Anchor Clip Patterns Ultracon Edge Distance(In): 1" 2-11T' E #2-1/2' 3.118" 1" 2112" 1" 2-1/2" 2" 3-118" 2" 0.48" 0,54" Embedment(In) 1314" 1-3/4" 1-3/4" 2" 1 1/4" 1 1/4" 1-1/4" 1-1/4" 6114" 1-1/4 2" 1-318" 13/8" 2 Anahors @ 5"Mln.O.C./(2)20 Angle Clips/(F1g.1): 390 Its 390 lbs 45090 lbs 1700 Ibs 270 Ibs 280 Ibs 354 lbs 740 Ids 374 Ibs 720 lbs 946 lbs 341 Ibs 442 Ibs 4 Anchors @ 3.5"Min.O.C.1(2)W Angle Clips/(Fig.2yj 780 Ibs I 78D ibs 790 Its 1670 Ibs 2526 Ibs 540 fbs 550 Ibs N/A 1120 Ibs 748 Ibs 880 Ibs 1892lbs 682 Ibs 885 Ibs 1 6 Anchors @ 2.71"Min,O.C.1(2)W Angle Clips/(Fig.3): 1120 lbs I 1120 Ibs 958 Ibs 1 2246 Ibs 2264 Ibs NIA 8401bs N/A 1059 Ibs N/A 1320lbs WA 1022 lbs 1327 IN 1 FIGURE 1: TABLE NOTES: o • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. TABLE 16A Mullion Cap404 Table bsfle Opening Width(for vedcaily-spandrig mullions)or Opening Height(for horizon[allY-spanning mtdHOns) 50 in 60 In 701n 80 In go in 100 in 120 in Rectangular I TraplTdang. Rectangular TraplTdang, Rectangular Trap/Tdang. Rectangular TIaplTdang. Rectangular TtapfCdang. Rectangular TraplTdang. Rectangular TraplTdang, Rectartgu 3.25"46 Loading Loading Loading Loading Loading Lcading Loading Loading Loading Loading Loading Loading Loading Loading Loading BAY MULL n cqa�° m a ns a m m m m a+ m m R m m w in m n n t° ;i a m C. cpd b°�' ° '�' a a n ' a a� c a a n� n a c� m m m m y m m w w m 0 0-a U 8� a o� ca U o oJa c` o� c`3 n o a C d ^ C �1 C(y G C0�1 O yy� O C 5�7 .Nq G F$5f �-.+ p q y IT, .... 'II �,� ^L 'L 9 W U 61 ( Q� = fA V y a - r7: �'G &- mG Qrtc a !2c 2' ¢7X, fG1 '�'G 42 in 170.0 620 170.0 436 170,q 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 i70.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 17 48in 170,0 708 170,0 624 170.0 B50 170.0 584 170.0 992 i7Q.0 63D 170,0 1133 170.0 681 170.0 1275 170.0 677 170,0 1417 170.0 680 163,7 1637 170.D 680 140.3 1E jfnn 0.0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 T23 170.0 1345 170.0 747 170.0 1494 170.0 750 14-7.1 1552 170.0 755 126.1 1: 0.0 797 170.0 612. 170.0 95S 170.0 e91 170.0 1116 17D.0 754 170.0 1275 170,0 803 170,0 1434 170,0 837 1552 1455 17Q 0 85B 129.3 1455 170.014% 110.8 14 0.0 885 170.0 701 170.0 1063 170.0 797 176.0 1240 170.0 878 167.1 1309 170.0 044 139.7 1309 170.0 996 125.1 1309 163.6 994 104.6 1309 157.1 59.8 11 0.0 930 170.0 745 170.0 1116 170.0 860 '162.9 1247 170.Q 940 142.6 1247 164.5 983 126.7 1247 152.8 965 114.0 1247 144.3 952 95,0 1247 138 2B1.4 1T 66 in 170,0 974 170.0 760 170.0 1169 170.0 903 148.4 1190 163.7 965 129.9 1190 147,9 945 115.4 1190 136.6 928 103.9 1190 126.4 914 Be,s 1190 119.6742 11 C72In 161.6 1010 169.8 877 134.7 1010 144.6 859 '115.4 1010 127.2 842• 101,0 1010 114.7 828 89.8 iQ10 105.E 817 80,8 101q 98.8 807 67.3 1010 90.8 67.7 1n: 761n 137.4 906 143.6 792 114.5 906 122.0 775 98.1 906 107.1 761 85.9 966 96.2 749 76.3 900 88.2 738 88.7 906 82.3 729 573 9D6 74.7 49.1 91 `o 78 in 127.1 861 182.E 754 105.9 881 112.5 738 90-8 881 0.8 725 79.4 mi 88.5 713 70,6 am 81.0 703 63.6 831 75A 694 53.0 861 68.1 45A 81 90in 82.7 646 85.4 574 68,9 646 72.1 564 69.1 846 62.9 664 51.7 646 56.1 545 46,0 646 50.9 537 41.4 846 47.0 530 34.5 646 41.5 29.5 6 96 in 66.2 568 70.1 5D8 56.6 568 59.1 499 48.7 505 51.4 491 44.6 $68 45.8 483 37.9 568 41 A 476 34.1 568 Al 470 28.4 568 33.4 24.3 0 103In 47.9 449 48.9 405 39.9 449 412 399 342 449 35.7 393 29.9 449 31.7 357 26.6 A49 28.0 882 23.9 449 26.1 377 20.0 449 22.7 17.1 4Ill In 44.1 425 46.0 386 36A 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 367 24.6 425 26.2 3e2 22,1 425 24,Q 358 18A 425 20.7 15.6 4: 120In 34.9 364 35.5 331 29. - 304 29.8 326 24.9 364 25.6 321 21.8 364 22.8 317 19.4 364 20.5 313 17.6 364 18.7 309 1441n 20.2 253 2D.4 233 10.8 253 17.1 230 TABLE 1613 Anchor Cape i Table tbs substrate: 2.7k Concrete 3.5k Cone. Hollow CMU Fllled CMU PT Wood t 114"SS Elc Anchor Type: 3/16'Etea Ultracon 114"Elea Ullman 5116"Eloo 3/16"Eloo Ultracon 1/4"Elea Ultmoon o 5116"Elea 1/4"SS Elco #10 Steel #12 Steel #t: Anchor Clip Patterns Ultracon AggreGator Ultracon AggreGator Screw(G5) Screw(G5) Sot Edge Distance on). 1" 2-1/2" 1" 2-1/2" 3-118" Klbs -1/2" 1" 2.1/2" 2" 3-118" 2" 0,48" 0.54" 0 Embedment(fn): 1-3/4" 1-314" 1-3/4" 1314" 2" -114" 1-1/4" 1-1/4" 1-114" 1414" 2" 1-318" 1 3I6" ti 2 Anchors @ 5"Akin.0.0,1(2)2x5 Angle Clips/(FIg.1): 390 Ids 390 Ibs 450 Ibs 890 Ibs 1700 ins0 Ibs 354 bs 7401bs 374 lbs 720 Ibs 946 Ibs 341 Ibs4 Anchors @ 3.5"Min.O.C,1(2)2x5 Angie Clips I(FIg.2): 760 Ibs 780 Ibs 790 Ibs 1670 Ibs 25251bs0 lbs N/6 Anchors @ 2.71"Min.O.C.1(2)2x5 Angte Ceps I(Fig.3): 11201bs 11201bs 958 Ibs 2246 lbs 2264Ibs0 Ibs iV1A 1059 ibs NIA 13201bs NIA 1022 Ibs 132T Ihs 1E FIGURE 1: TABLE NOTES: o e 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL,LENGTHS AND/OR OPENING WIDTHS 13 ALLOWABLE. I�1.000"•-I -� 1.000" --� 1.000" 1.000" -�j 1.00w .125" .125" t El L 2.750" 2.750" .125" 3,125" .125" 125" 2.000" 2.000" --- .i25" '377]'5 .3'7[5" --- -.500° 1 T T 1"X 2"X.125"MULLION 1"X 2"X.375"MULLION 1"X 2.75"X.376"MULLION 1"X 2.75"X.650"MULLION 1"X 3.125"X.5"MULLION 6063-T6 ALUM, 6063-T6 ALUM. 6063-TG ALUM. 6063-T6 ALUM, 8063-T6 ALUM. X-SECTION X-SECTION XSECTION XSECTION X SECTION II 2X5 ANGLE CLI PSTANDARD CLIP 6063-T6 ALUM. 6063-T6 ALUM. 0002.000„ X-SECTION 2.125„ 2. X-SECTION U-CLIP 6063-T6 ALUM. .125" 125" X-SECTION .125"� .740" h�- 5.600" „ „ CUT HERETO .375" 5.000 375"-P��3.126 -"-� CREATE F-CLIP,SEE MIN. 376"MIN. �- MIN. DETAIL F,SHEEf 4 -T- 338"MIN. r--------i I r------ -I A A I U CLIP A r-----------------------i L- ------ L-------J 6063-T6ALUM. `- ------------------ 2?c TOPVIEW 6 L- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE 6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 6-18 FOR THE CENTER OF ANCHOR HOLE MUST LIE TOPMEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY,SEE HOLE MUST LIE HOLE DIAMETER;ANCHOR DIAMETER+1/16". SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SI=E DIAMETER:ANCHOR DIAMETER+1/16". SHEETS 5-17 FOR THE ANCHOR O.C. TABLE B DISTANCE MAXIMUM PGT Part ANCHOR HOLE Mull Dimension (sheet#1) 5.500" 375" DIAMETER:ANCHOR Mullion Std, Clip Offset Clip V-Clip A .375" MIN. DIAMETER+1/161, MIN, 1"XZ'X.125"(5) 66605 666113M 6661118M 666243M i ------- I_----------_� 1"X2"X.375" (6) 666006 665114M 6661119M 668244M 1"X 2.75"X.375"(7) 66607 666115M 6661120M 666245M -�1 1,000" 1.062"-�� .74a' 063" .386" .062" r .062" ,438" It 4.000" ip 5" STANDARD CLIF 4.000" 4.000" 2.625" 2.000" 6063-T6 ALUM. 2.126"X-SECTION U-GI 125" I 6063-T6 .126" X-SEC .126" 125" -_-- .031" CENTER OF ANCHC ,125" " DASHED BOUNDAR 375" 155 .375" ANCHOR 0.0, HOLE DIAMETE 1"X 4"X.12611' 1"X 4"X.375" 1"X 4"X.375" 615000 - MULLION MULLION "T"-MULLION CUT HERE TO 6063-T6 ALUM. 6063-T6 ALUM. 6063 T6 ALUM. 375" 3.125"----w j CREATE F-CLIP,SEE '375" X-SECTION X-SECTION X-SECTION MIN DETAIL F.SHEET 4 ONLY ON 1.594" IoN 1,250"� 375" R 154 i-------iCENT I - i ANC- MVuuE RS i I I I I MUST THE I I ! I I I BOLIN i I I I F SHEE 2.875" i - - I T I - I FOR l ANCF .100' 3.94" i 1 I I I F DISTP 3,250" 100° 1 1 I I MAXIP 3.250" j j I I I # ANCF 100" L _------� I L- j-------• DIAMI ANCF b1AMl 100" .624„ 820" sea" 624" ri STANDARD CLIP U-CLIP h�1.250' - �' CENTER OF ANCHOR HOLE:MUST LIE 6063-T6 ALUM. 6063-T6 ALUM. 1.260" .820" I._ TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE 1.25"X 3.25"X.100" 126"X 3.25"X,624" SHEETS 10-17 FOR THE ANCHOR Q.C. TABLE C MULLION MULLION 1.29"X MULLION X,624" DISTANCE.MAXIMUM ANCHOR HOLE 6005-T5ALUM. 6005-TSALUM, MULLION Dimension Val�6 X-SECTION X-SECTION 6006-T6 ALUM, DIAMETER;ANCHOR DIAMETER+1/16°. F 3.fa X-SECTION G 10, 5.500" H 23 3.469" 1 3.01 /"� " " F 3.1 1" .125" 1.877" .125 MIN. .375 G 0.7, 1.377" I H 2.4: F 23 125" I 1 1 I I G 0.71 .125" 4,5" 2.250" I i I i I T H 1.51 1 3.2, TARI F I) v, I TABLE E Mull Dimension PGT Part# (sheet#) Mullion Std. Clip U-Clip Angle Clip 2"X 4"X.25" (16) 66602 666261 M 666271 M 6665112M 2"X 6"X,25" (17) 66604 666262M I 666272M 6665113M I STANDARD CLIP I U-CLIP 2.000" 6063T6 ALUM. 2125° 6063-T6 ALUM. X-SECTION X-SECTION NOTES: 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I 125" I 125" DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2)-SEE-SHEETS 16-v FOI2-SUGGESTED,APPROXIMATE ( -- HOLE LOCATIONS. F---1,490"� ��1,490"=►�- 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5,500" CUT HERETO 3.500" CREATE F-CLIP, 2.000" .375" r-_SEE DETAIL F, 375" 375° MIN, SHEET4 MIN. ---------- -- --- --------- -- - _I I I 4.000" I I I( I I - - - - `- 3.438" + 3.438" .250"' 2"X 4"X.25' MULLION 6063-T6 ALUM. X-SECTION I �- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. UR 2"X 6'MUL ALUM. .260" WITHIN THE DASHED BOUNDARY.SEE TOPVIEW SED FOR 2"X 4"MULLION,SHEET 16 SHEETS 16-17 FORTHE ANCHOR O.C. TOPVIEW DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DIAMETER:ANCHOR DIAMETER+1/16", WITHIN THE VA$HED BOUNDARY,SEE SHEETS 16-17 FOR THE ANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER+1/16". 2.000"- „ 3.500" CREATE.F-CLIP, r`- �� 375 SEE DETAIL F, 375' MIN. r-SHEET4 MIN. i .375" I I I I I I I I I I I f I I I f I I I I I 1 250° _ 6.000" -i - —~r-- - - 4.688" 250'fl I 5.438" EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAP I _ 1 I PW PW PW -J/ I i I M Fx" I SH/DH i SHllDH SH/DH SH/DH I I I I I ------------ I LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I I ' 1 SOD I PW I I LOADING OF HORIZONTAL MULLION LOADIN, 1 PW I PW PW I l i PW SH/DH SH/DH SH/QH SH/DH I I LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION i I I PW PW I I LOADING OF(2)HORIZONTAL MULLIONS LOADI( I P HINGED DOOR PW PW 1 1 I t / ! ' / / lolo� I fP-/