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Product Approval
File C/ om, MIAMI•DADE �� 6 r� �i3 MIAMI-DADE COUNTY ® E1/ft D 4(�PRODUCT CONTROL SECTION R 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOZ 'AN C E Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSIO -�® � da �s p pro-fy86)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE O �r �s 1 41 www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid,after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is 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 Hung-Window—N.I: 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. MISSILE 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 MIAMI•DADE COUNTY Expiration Date: August 23,2023 Approval Date: July 30,2020 Page 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 44-1��g 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 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 6t'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 Dowsil 791 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, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6"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 SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC 6'Edition(2017)and FBC 7' 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 Approval Date: July 30,2020 E-4 SERIES SH7600A NON-IMPACT RESISTANT SINGLE HUNG WINDOW 17-13/16"MAX.O.0 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF 18-3/8MAX. THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY 17-3/4"MAX. 17-3/4" APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE (17-1/4"BUCK) MAX 9-1/2"MAX. SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN,KSI PER g SEE _ _ O.C. (9"MAX.BUCK) D,SEE ANCHOR TYPE: SHEETS 8&9 SHEET 1C 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X A,SEE -� C,SEE WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS SHEETS 8&9 SHEET 1C DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1XAND 2X BUCKS(WHEN USED)SHALL BE ' f DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD EQUALLY 1 BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR SPACED ARCHITECT OF RECORD,(AOR). ANCHORS PER TABLES 6&7 I ' / 17-3/16"MAX.O.C. 5)ANCHOR EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR O I 84" STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. ' M INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING%FLASHING STRATEGY FOR TIP WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE , 12A116"MAX.O.C. TO SCOPE OF THESE INSTRUCTIONS. X ' 14 TIP EQUALLY SPACED I / HEIGHT 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS ANCHORS PER ' I 13-5116"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 —"-- -� O.C. 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 WIDTHT- 8) 1"WEEP NOTCH 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 ELF 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 18-7835.1 &18-1835.2;ELCO ULTRACON NOA; Glass Description (Listed from Exterior to Interior) OP DEWALT/ELCO CREfEFLEX 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 13/16" IG: 1/8"Annealed Cap, Airspace, 1/8"Annealed 3 3 3/16"Annealed 3 4 13/16" IG: 3116" Annealed Cap, Airspace, 3/16"Annealed 4 FIGURE A:ALLOWABLE SASH CONFIGURATIONS AND SHAPES 5 1/8" Tempered 5 -� WIDTH WIDTH WIDTH 13/16" IG: 1/8" Tempered Cap, Airspace, 1/8" Tempered 5 4 A ,. T ii f 7 3/16" Tempered 5 A AA/A-ll 1�. A!A/NI n/A/Nl T-.--__--J r TABLE 2: Bottom Sash Design Pressure(Ibsife)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 -127.1 +80.0 -113.8 +80.0 -103.1 +80.0 1 -93.9 Equal-lite 15.964 +80.0 -130.0 +80.0 -130.0 +80.0 -104.0 +80.0 -95.5 +80.0 -69.1 +80.0 -84.2 +80.0 -81.4 +74.8 -74.8 31" Standard Provfew 12.994-15.953 +80.0 -130.0 +80.0 -127.0 +80.0 -86.9 +76.0 -75.0 +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 -130.0 +80.0 -124.0 +80.0 -84.0 +73.8 -73.8 +63.2 -63.2 +57.2 -57.2 +52.4 -62.4 +49.1 -49.1 Standard Proview 15.944-19.651 +80.0 -130.0 +80.0 1 -110.0 +80.0 1 -80.6 +70.3 1 -70.3 +60.2 1 -60.2 +52.2 1 -52.2 +46,8 -46.8 +41.0 41.0 38-3/6' Custom Size 15.131-15.943 +80.0 -130.0 +80.0 -102.0 +78.2 -78.2 +68.7 -68.7 +59.3 -59.3 +51.7 -51.7 +46.2 -46.2 +40.0 -40.0 C Custom Size 14.131-15.130 +60.0 -124.0 +80.0 -98.6 +77.1 -77.1 +67.4 -67.4 +58.9 -58.9 +51.5 -51.5 +46.1 -46.1 +39.9 1 -39.9 Shortest 12,464-14.130 +80.0 -118.0 +80.0 -95.2 +75.4 -75.4 +66.1 -66.1 +58.5 -58.5 +51.3 -51.3 +46.1 46.1 +40.0 -40,0 EXTERK 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 20.1.31-22.983 +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 Standard Proview 18.594-20.130 +80.0 -118.0 +80.0 -95.2 +75.4 -75.4 +66.1 -66.1 +58.5 -58.5 +51.3 -51.3 +46.1 -46.1 +40.0 -40.0 46' Custom Size 16.131-18.593 +80.0 -102.0 +60.0 -85.0 +69.9 -69.9 +62.1 -62.1 +55.7 -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 +49.7 -49.7 +44.8 -44.8 1 +39.9 -39.9 Custom Size 14.131-15.130 +80.0 -95.6 +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 +74.6 -74.6 +62.1 -62.1 +56.3 -56.3 +51.1 -51,1 +46.7 -46.7 +42.7 -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 +59.3 -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 -92.0 +73.5 -73.5 +64,8 1 -64.8 +67.9 -57.9 +51.0 1 -51.0 +46.0 -46.0 +40.0 -40.0 Standard ProHew 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 -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 +59.2 -59.2 +53.6 -53.6 +48.7 -48.7 +44.3 -44.3 1 +39.7 -39.7 a !- Custom Size 16.131-18.130 +80.0 -89.4 +74.6 -74.6 +62.1 -62.1 +56.3 -56.3 +51.1 -51.1 +46.7 -46.7 +42.7 -42.7 +38.6 -38.6 0 c. Custom Size 14,131-16.130 +80.0 -84.6 +69.5 -69.5 +59.2 -59.2 +53.7 -53.7 +48.8 -48.8 +44.8 -44.8 +40.9 -40.9 +37.6 -37.6 F- Shortest 12.464-14.130 +80.0 -81.9 +64.0 -64.0 +56.4 -66.4 +51.0 -51.0 +46.6 -46.6 +42.3 -42.3 +39.4 -39A +36.0 -36.0 Equal-Ifte 25.777 +80.0 -124.0 +80.0 -98.5 +77.1 -77.1 +67.4 1 -67.4 +58.9 -58.9 +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 +64.8 -64.8. +57.9 -57.9 +51.0 -51.0 +46.0 1 -46.0 +39.9 -39.9 50-5/8" Standard ProVew 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 +57.7 -57.7 +52.3 -52.3 +47.7 1 -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 A8.8 +44.8 -44.8 +40.9 -40.9 +37.6 -37.6 Shortest 13.089*-16.130 +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 Equal-lite 31.964 +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 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 +44.8 -44.8 +40.9 -40.9 +37.6 -37.6 Standard Proriew 25.794-28.130 +80.0 -80.6 +61.7 -61.7 +55.1 -55:1 +4918 -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 +45.5 -45.5 +41.3 -41.3 +38.6 -38.6 +35.1 ,35.1 Equal-lite 34.904 +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 -57.0 +52.1 -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 -49.8 +45.6 -45.5 +41.3 -41.3 +38.6 -38.6 +35.1 -35.1 Equal-lite 36.964 +60.0 -83.1 +66.7 -66.7 +57.8 -57.8 +52.1 -52.1 +47.6 -47.6 +43.5 -43.5 +40.1 40.1 +36.8 36.8 73" Custom Size 36.131-36.963 +80.0 -81.9 +64.0 -64.0 +56.4 -56.4 1 +51.0 1 -51.0 +46.6 -46.6 +42.3 -42.3 +39.4 -39.4 Shortest 35.049*-36.130 +80.0 -80.6 +61.7 -61.7 +55:1 -65.1 +49.8 -49.8 +45.5 -45.5 +41.3 -41.3 76" Tallest 1 38.464" 1 +80.0 •80.6 +61,7 -61.7 +55.1 -55.1 +49.8 -49.8 +45.5 A. +41.3 �L1.3 +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-37.961 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-36.961 TABLE 3: Bottom Sash Sash Height Design Pressure(lbs1fe)for Glass Types 2&3 Description Range(in) Tip to Tip Width for Given Range j 18" 25" 33" 37" 41" 45" 49" 53-1/9' 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 -124.8 AIR 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 Proview 15.944-19.651 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -125.0 +80.0 -108.4 +80.0 -94.0 +80.0 -B4.2 +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 1 -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 Shortest 12.464-14.130 +80.0 -130.0 +80.0 -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 OR 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 -107.0 +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 +60.0 -99.1 +80.0 -87.5 +79.2 -79.2 +72.0 -72.0 +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 Proview 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 1 -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 -58.7 Shortest 12.464-14.130 +80.0 -130.0 +80.0 -112.0 +80.0 -89.1 +80.0 �82.3 +76.9 1 -76.9 +70.5 1 -70.5 +64.2 -64.2 +57.6 -57.6 Equal-Iite 25.777 +80.0 -130.0 +80.0 -130.0 +80.0 -129.0 +80.0 -110.0 +80.0 -97.2 +60.0 -84.9 +75.4 -75.4 +67.5 -67.5 = 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 -73,8 +66.0 -66.0 a ~ Standard Prmhew 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 EXTEM aa Custom Size 20.131-20.843 +80.0 -130.0 +80.0 -130.0 +80.0 -105..0 +80.0 -94.5 +80.6 -8&5 +76.8 -76.8 +69.7 -69.7 +60.6 -60.6 i= 50 518" Custom Size 18.131-20.130 +,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 +69.6 -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 Prmhew 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 1 -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 +65.4 -55.4 Custom Size 20.131-22.130 +80.0 -100.0 +80.0 -93.4 +76.8 -76.8 +72.9 -72.9 +68.2 -682 +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 1 +69.5 -69.5 1 +65.1 -65.1 +61.1 -61.1 +57.3 -57.3 +52.1 -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 -5B.9 +55.7 -55.7 +50.8 -50.8 Shortest 13.194'-16.130 +80.0 -125.5 +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-lite 38.464 +80.0 -130.0 +80.0 -108.0 +80:0 -86.4 +80.0 -80.6 +75.8 -75.8 +69.3 -69.3 +60.7 -60.7 +53.2 -53.2 Custom Size 36.131-38.463 +80.0 -139.0 +80.0 1 -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 +80.0 -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 -51.4 r+.,,.a,....c:-,e )a 474 nn 4on 11 -an n 1 407 a �an n _01 n I s r_7 a A7 a aan n _an n �a4 n _aa n i97 0 _F,7 0 �ra A I _J;A A lKn 4 _Fn 4 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" 33" 37' 41" 1 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 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 Equal-lite 15.964 +80.0 -130.0 +80.0 -13.0.0 +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 AIF 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 Standard ProA.ew 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 -122.0 +80.0 -112.0 38-3/8" 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 -130.0 +80.0 -130.0 Custom Size 14.131-15.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -129.6 0 0R( 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 -130.0 +80.0 -124.0 EXTERN 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 +00.0 -117.7 E 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 +80.0 -125.3 +80.0 -112.5 a 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 +80.0 -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 -130.0 +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 +60.0 -130.0 +80.0 -130.0 +80.0 -118.7 +80.0 -106.3 Standard ProHew 20.194-22.130 +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 -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 +80.0 421.9 +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 Shortest 12.464-14,130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 1 +80.0 -130.0 +80.0 -130.0 +80.0 -126.9 +80.0 -116.6 +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 +60.0 -118.1 +80.0 -105.7 a 0 Standard Prodew 20.844-24.130 +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 -116.7 +80.0 -104.3 n Custom Size 20.131-.20.643 +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 -107A t= 50-5/8" 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 -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 -115.6 +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 -31.963 480.0 -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 -121.8 +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 -139.0 +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 +80.0 -130.0 +80.0 -130.0 +80.0 -125.1 +80.0 -117.2 +80.0 -110.0 +80.0 -103.1 +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 1 +80.0 -100.3 +80.0 -91.4 Shortest 13.194'-16.130 +80.0 -130.0 1 +80.0 -130.0 1 +80.0 -114.7 +80.0 -110.0 +80.0 -106.0 +80.0 -100,6 +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 1 -130.0 +80.0 -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 PrWew 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 7Z..;7_-.,comae na ia� an can man n _ian n on n van n man n .4��n won n .1e�� ,.an n .-jan F on n 4nA'7 a on n no- �7n A on a TABLE 5: Bottom sash Sash Height Design Pressure(Ibs/fe)for Glass Types 5-8 Description Range(in) Tip to Tip Width for Given Range 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 -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 Pro%iew 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 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 Equal4ite 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 -130.0 +80.0 -130.0 +80.0 -122.0 +80.0 -112.0 38-3/8" 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 -130.0 +80.0 -130.0 Custom Size 14.131-15.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0' +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -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 +60.0 -130.0 +80.0 -130.0 +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 +80.0 -130.0. +80.0 -130.0 +80.0 .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 46' 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 -130.0 +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 +80.0 -130.0 +80.0 -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 -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 -1300 +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 �D Standard ProNew 20.194-22.130 +80.0 -130.0 +80.0 -130.0 +89.0 -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 EX'T`EF Custom Size 16.1.31-18.130 +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 -123,5 +80.0 -110.3 G 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 1 -130.0 +80.0 -125.8 +80.0 -112,1 Shortest 12.464-14.130 +80.0 A30.0 +80.0 -130.0 +60.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 1 -130.0 +80.0 -129.2 +80,0 -114.9 '� 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 35 C = a 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 0 Standard Proview 20,844-24,130 +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 -116.7 +80.0 -104.3 a 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 i= 50-5/8" 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 -130.0 +80.0 -130.0 +80.0 -136.0 +80.0 -130.0 +80.0 -127.8 +80.0 -113.4 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 1 .430.0 +80.0 -130.0 +80.0 -119.8 +80.0 -104.6. +75.2 -92.6 EXT Custom Size 24.131-25.793 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.6 -130.0 +80.0 -121.8 +80.0 A06.3 +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 -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 1 -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 1 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -129.2 +80.0 1 -118.8 +60.0 -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 +80.0 -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 �.. . e:- no 4a4 an 4an on n 4an n -an n 4on n .ion n 4on n -an n 4on n ,on n _4an n won n qqg o ion n _an a -7n A as a TABLE 6: Anchor Quantities Required for Tip to Tip Width "Through-Frame"Installation 18° 25" 33" I 3T' 1 41" 1 45" 49" 53-1/&' -usina Glass Ty es 14 Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb rr c> a� o: iG rx d: iu ro rr it. rr Bottom Sash 2 g N v M M v g 2 v a M v g v Description Sash Height 3 �, ,�, m d °� ar m Range(in) o .o x > x > x > _ x >o o x > S o x for Gi%en Range o ar $ 6 ar d a a) .0 a� a� .o m TABLE 6b: ¢ m ¢ m ¢ m ¢ m ¢ m ¢ m ¢ m ¢ m Glass Descri tior 24" Equai-life 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 p 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 1"` 110"Annealed 31" Standard Pro%iew 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 2 13/16"IG: 1/8"Ar 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 Equal-lite 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 *TIP TO TIP SIZE FOP Standard Proview 15.944-19.651 2121 1 1 212 1 1 21 21 21 2 2121 2 2121 212121 21212 2 21 21 LIMITED TO 63-1/8"X 71 38-3/8" Custom Size 15.131-15.943 2 21 1 1 2 2 1 1 2 2 21 2 2 1 21 2 21 21 2 2 2 2 2 2 2 2 2 Custom Size 14.131-15.130 2 21 1 1 2 2 1 2 2 2 2 2 2 2 2 21 2 2 2 2 2 2 2 2 2 Shortest 12,464-14.130 2 2 1 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 21 2 2 2 2 2 2 212 1 21 2 1 2 2 2 1 21 2 46' Custom Size 16.131-18.593 2 2 1 2 2 1 1 2 2 1 1 2 1 21 2 2 2 2 2 2 21 2 2 21 2 2 2 Custom Size 15,131-16.130 2 2 1 2 2 1 1 2 2 1 1 21 21 2 21 21 21 2 2 21 2 21 21 2 2 2 Custom Size 14.131-15.130 2 21 1 2 2 1 2 2 1 1 2 21 21 2 2 2 2 2 .21 2 2 2 2 2 2 Shortest 12-464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2121 3 2 2 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 21 2 2 2 2 2 2 Custom Size 22.131-24.963 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 21 2 Standard PrQ%iew 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 21 2 1 2 2 1 2 2 2 2 2 2 2 2 21 2 2 21 2 2 2 Custom Size 16.131-18.130 3 .21 1 3 2 1 13 1 2 1 1 3 2 1 21 31 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 1 3 21 21 3 2 21 3 2 2 3 2 2 3 2 2 ` r Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 1 3 21 21 3 2 2 3 2 2 3 2 2 3 2 2 Equal4ite 25.777 2 2 1 1 2 2 1 2 2 21 2 21 21 2 2 2 2 2 2 21 2 2 2 1 21 2 x a Custom Size 24.131-25.776 2 2 1 2 2 1 2 2 2 2 2 121 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard ProNew 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 0 }OL 50-5/8" Custom Size 20.131-20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 18.131-20.130 3 1 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 16.131-18.130 3 2 1 3 2 1 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 21 3 2 2 3 2 2 3 1 2 1 2 Shortest 12A64-14,130 3 2. 1 3 2 1 3 2 1 3 2 1 21 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 21 2 3 2 2 3 1 21 2 1 3 21 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 21 3 3 2 MINIMUM SASH HEIGHT FOR.FLANGED WINDOWS IS:TIP TOTIP HEI Standard Prmiew 25.794-28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDC Custom Size 24.131-25.793 3 2 1 3 12 1 1 31 21 1 3 2 2 3 2121 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 2 312 121 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIL Custom Size 20.131-22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 'GLASS TYPE 2&3: Custom Size 18.131-20,130 3 2 1 3 2 1 3 2 1 3 1 2 1 2 3 2 2 3 121 21 3 2 2 3 2 2 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEI Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 21 3 2 2 3 2 2 3 2 2 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDC 3 2 2 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,RADIL Equal-lite 1 38.464 1 3 1 3 1 113 1 3 1 3 3 1 3 3 2 3 3m9d, 3 3 2 3 3 2 3 3 2 Custom Size 36.131-38.46313 3 1 3 3 1 3 3 1 3 3 2 3 3 3 3 2 3 3 2 31 ,3121 l: e4nm Ci>c Rd 141-qR 1qn R R 1 R A 1 q R 1 :� 1 7 :a AA R 7 A R 7 .'i R 91 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 Ty 4-8 Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb w Z M= iu o iu w Iu M a a m rr Z5 Bottom Sash g v v v g v g v a g v g g Sash Height > Description g �. � > 3 = > o y > o = o = o _ > _ > = o _ for Given Range Range in a0i $ � � a) .o a) � Q � a3 � � a N TABLE 7b: m ¢ m m ¢ m ¢ m ¢ m ¢ m ¢ m M' Equal-lite 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 Descriptl Equal-lite 15:964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 1 21 1 2 2 4 13/16"IG;3/16 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 13/16"IG: 1/8" Equal-lite 19.652 2 2 1 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 21 2 3 2 2 3 2 7 3/16"Temper@( Standard ProVew 15.944-19.651 2 21 1 1 2 2 1 1 21 21 21 2 1 21 2 2 2 2 2 2 2 2 2 2 2 2 21 8 13/16"IG:3/16 38-3/8" Custom Size 15.131-15.543 2 21 1 1 2 2 1 2 2 21 2 2 2 2 2 21 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 12.464-14.130 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 21 2 3 1 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 21 2 3 2 2 3 2 Standard Pro%iew 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 21 3 1 3 46' Custom Size 16.131-18.593 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 21 2 2 3 21 2 1 3 Custom Size 15.131-16.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2.1 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 21 3 2 3 3 2 3 Shortest 12.464-14.130 3 2 1 1 3 2 1 3 2 21 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 21 2 3 2 2 3 2 2 3 2 2 3 1 21 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 r 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 1 3 1 21 2 3 2 2 3 2 21 3 1 2 a P Standard Prouiew 20.844-24.130 2 2 1 2 2 1 2 2 2 2 2 2 2 3 21 2 3 2 2 3 2 2 3 2 a a Custom Size 20.131-20.8431 2 21 1 2 1 2 1 2 2 2 2 2 21 2 2 2 21 31 21 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 31 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 21 31 3 2 3 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 21 3 1 2 2 3 2 2 3 2 3 3 2 31 3 2 3 Equal-lite 31.964 2 3 1 2 3 1 2 3 21 2 3 2 2 3 21 2 3 2 2 3 21 2 3 2 Custom Size 28.131-31.963 3 3 1 3 3 1 3 3 21 3 3 2 -3 3 2 3 3 2 3 3 2 3 3 2 Standard ProAew 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 1 3 1 31 3 1 3 3 3 3 .3 63" Custom Size 22.131-24.130 3 2 1 3 2 1 1 1 3 2 2 3 2 2 3 3 2 3 3 31 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 31 3 3 3 3 2 1 3 Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 2 3 2 2 4 2 2 4 2 3 4 21 31 3 2 3 Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 21 4 2 1 21 4 2 2 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 crva W 1R9-9R 14l1 R q � 4 R It q 9 FT A 1 9 a s a 1 911 A q 9 1 a 1 A 1 9 INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 I INSTALLATION ANCHOREDTHROUGH FRAME AN( ' OPTION 'I. EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. Bi ANCHORED THROUGH f EMBEDMENT FRAME INTO 2X WOOD 1/4"MAX SHIM FRAME OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. I EMBED- I _T- 4 SASH VISIBLE _ MENT EDGE y•a •;':m LIGHTWIDTH DISTANCE •• 1 1/4"MAX SHIM 19 26 FIXED VISIBLE LIGHT WIDTH 1 SEE TABLE •` a•< a NOTE B,,FOR 18 HEAD TYPE 30 ..° TYP.ANCHOR TYPE, '" '• FIXED EMBEDMENT AND VISIBLE EDGE DISTANCE PER LIGHT SUBSTRATE,SEE HEIGHT TABLE 8. 31 5 OR 56 32 TIP TO TIP WIDTH TYP.ANCHOR TYPE, EXT oR HORIZONTAL SECTION A-A 45 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 14 SEE TABLE 8. � � 1!4"MAX.SHIM 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 @ MIDSPAOR 2 INSTALLATION BOTTOMBOTTOM LOCKS SASH OPTION 4 VISIBLE ANCHORED THROUGH LIGHT FRAME INTO METAL HEIGHT TABLE 8• EXTERIOR Anchor Substrate Min. Edge Min. Distance Embedment 33 P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" NOTES: 15 10 #12 Steel, Aluminum,6063-T5 min. 3/8" 0.063" 18-8 or 410 1)USE( OPTIONAL HI-RISE SS Screw A36 Steel 3/8" 0.063" TABLE( SILL SHOWN.SEE Steel Stud, Gr. 33 min. 3/8" 0.045"(18 Ga) INSTALL 1"WEEP 42 SHEET 10 FOR Concrete(min.3.35 ksi) ill 1-3/4" THE Wit INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION ANCHORED THROUGH FRAME AN OPTION 1 EDGE DISTANCEr- --I- DIRECTLY INTO CONCRETE/CMU. E --- -.------r----� ANCHORED THROUGH EMBEDMENT FRAME:INTO 2X WOOD FRAME OR BUCKSTRIP. 1/4"MAX SHIM SEE NOTE 2,THIS SHEET. n EMBED- I SASH VISIBLE MENT LIGHT WIDTH EDGE a '• ,,'. DISTANCE 1/4"MAX SHIM 9 26 FIXED VISIBLE I--- — —_-- L--J :` LIGHTWIDTH SEE TABLE �. 3 NOTE B,FOR "• '.'. a 30 18 HEAD TYPE TYP.ANCHOR TYPE, FIXED EMBEDMENT AND VISIBLELIGHT EDGE DISTANCE PER ° HEIGHT SUBSTRATE,SEE +� 31 5 OR 5B TABLE 8. t� BUCK WIDTH 32 TYP.ANCHOR TYPE, EXTERIOR HORIZONTAL SECTION A-j 45 EMBEDMENT AND EDGE LL DISTANCE PER SUBSTRATE, 14 SEE TABLE 8. 1/4"MAX.SHIM 46 55 43 BUCK 13 DADE APPROVED MULLION,FBC 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 T BLE 8: a - Anchor Substrate Min. Edge Min. 33 Distance Embedment NOTES 15 12 P.T. Southern Pine(SG=0.55) 9/16" 1-3/8" #12 Steel, Aluminum,_6063-T5 min. 318" 0.063" 1)USE OPTIONAL HI-RISE 18-8 or410 A36 Steel 3/8" 0.063" TABLE 42 SILL SHOWN.SEE SS Screw Steel Stud, Gr.33 min. 3/8 0.045" (18 Ga) THE WINSTAL 1WEEP SHEET 10 FOR INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE DISTANCE ��- EMBEDMENT 1 O EDGE DISTANCE 1/4"MAX SHIM 5 SASH VISIBLE LIGHT WIDTH 19 26 1/41,MAX. EMBEDMENT FIXED VISIBLE 2 SHIM LIGHT WIDTH 30 18 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE FIXED DISTANCE PER SUBSTRATE, VISIBLE LIGHT SEE TABLE 9. HEIGHT 31 5 OR 56 1� BUCK WIDTH 32 HORIZONTAL SECTION C-C 45 DADE APPROVED MULLION,FBC 14 . COMPLIANT ALUMINUM/STEEL FRAMING 1/4"MAX.SHIM � OR STEEL STUD.MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 9. 43 BUCK 13 HEIGHT 63 USE EITHER 1 SWEEP LATCH @ E OR S MIDSPAN OR 2 46 55 SELF-DRILLING STEEL L BOTTOM LOCKS SMS(G5),SEE TABLE 9. SASH VISIBLE LIGHT INSTALLATION HEIGHT OPTION 7 ANCHORED THROUGH INTEGRAL FIN INTO METAL 16 STANDARD SILL EXTERIOR SHOWN.SEE 33 SHEET 9 FOR 42 8 OPTIONAL HI-RISE 1"WEEP SILL. NOTCH AT—, TABLE 9: EACH END Min. Edge Min. 1/4"MAX Anchor Substrate —_,.,-, Distance Embedment 2.560" 3.1 2.848" r- 2.848" F-�-- .062" 1.125" 2.848" � .062" 2.724'� .062" - 2.112" 1.489" rls .062" -�� .062" .062" .987" LE O FLANGE FRAME HEAD O HEAD INTEGRAL FIN FRAME O EQUAL LEG FRAME HEAD O FLANGE FRAME JAMB O TI 2.798" � 2: I 2.798" 2.798" IN 2.798" -� 2.841" 3.466" 2.g41 3.508" .062" .062" .062" 062" 1.125" 1.125" O7 FLANGE FRAME SILL O EQUAL LEG FRAME SILL FLA H RISEE FRAME SILL _ O INTEGRAL FIN s FRAME SILL INTEGI 11 2.273" -►� SILL-I -►-{ 1.300." 2.273" --► .120" STRUCTURAL POLYISOBUTYLENE .1701 2.772 WITH 2.211" 2.105" DESICCANT 2.150'! .062" .062" EXT.GLASS L P,-- R I� I I E --- 11 s-ar-jr- .062" -- - --►� 1.300" �- --� 1:300" I-�- 70 KODISPA 13 SASH TOP RAIL 14 FIXED MEETING RAIL CIS) 5 SASSHGBOTTOM RAIL- 16 SASH BOTTOM RAIL TABLE 11: ., ItemFPGT Part# Description Material# 51 1 642001 Head, Flange Alum. 6063-T6 2 642017 Head, Integral Fin Alum. 6063-% 3 624028 Head, Equal-leg Alum. 6063-T6 a 4 624004. Jamb, Flange Alum. 6063:M 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-T6 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:M JAMB 16 624068 Sash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 606&:% 18 624051 Head Anchor Cover Alum. 6063-T6 19 624015 Sash Stop Alum. 6063-T6 25A 624009 IG Bead Alum. 606313 25B 624011 IG Snap Bead Alum. 6063-T5 26 624023/24 1/8" & 3116' Bead Alum. 6063-7ffl 30 6TP247 Glazing Bead, Bulb Vinyl for#624023 Vinyl 31 61P248 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 S I D 34 Setting Block (1/8"X 1/2"X4") Neoprene RAC 35A IG Setting Block (1/8"X 3/4"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 0 43 Weatherstrip, .270"X.187", Fin Seal (@ MR) 44 V67S16G Weatherstrip, .170"X.270", Fin Seal (@ Sash Side Rail)5 Weatherstrip, .170"X.187", Fin Seal (@ Top Sash Rail) 46varies Balance with Cover&Trim Rioid Vinyl MIAMI•DADE ' Al File co-p`.. ,� MUMI-DADE COUNTY {� PRODUCT CONTROL SECTION l I-t52�• ?j 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,FL 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION REVIEWED F O RT(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NWT,D E COMPLIANCE www.miamidade.goy/economy PGT Industries,Inc. �.�,� � ��� COUNTY 1070 Technology Drive North Venice,FL 34275 B®CC (1(3d12_1 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"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision D dated 06/26/2020, 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 and renews NOA# 17-0630.01 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 Sifang Zhao,P.E. NOA No.20-0406.03 /,MIAMI DADE COUNTY Expiration Date: May 26,2026 ; E,ll 08/20/2020 Approval Date: August 20,2020 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, 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 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 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 61 Edition (2017), prepared by manufacturer, dated 08/29/17, 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. F. STATEMENTS 1. Statement letter of conformance to FBC-51h Edition (2014) and FBC-6'b Edition (2017), 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/-2/17, issued by manufacturer, signed and sealed bYAnthonyY�Anthon L Miller P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I., approved on 04/14/16 and expiring on 05/26/21. Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.03 Expiration Date: May 26,2026 Approval Date: August 20,2020 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision D dated 06/26/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017) and with FBC 7" Edition (2020), prepared by manufacturer, dated 04/01/2020, 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. F. STATEMENTS 1. Statement letter of conformance to FBC-61' Edition (2017) and FBC-7o` Edition (2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.01,issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I., approved on 11/09/17 and expiring on 05/26/21. Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.03 Expiration Date: May 26,2026 Approval Date: August 20,2020 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TC FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SI' EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OF MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OT FIGURE 1: MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMAN MULLIONS / - SEE DETAILS INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND.DO NOT NEED TO BE DIRECTLY ATTACHE]A-D,G,H; RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP.SHEETS 2-4 SHAPE F7 _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAI DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.TH IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EV. ii 4)PROPER SEALING OF ENTIRE ASSEMBLY 1S THE RESPONSIBILITY OF OTHERS AND IS E INSTRUCTIONS. SEE DETAILS A THRU G; i i 1I I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRC SHEETS 2-4 -- I SEE DETAILS - I - __- ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET _ A THRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCH SHEETS OPENING PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. VERT. HEIGHT MULL FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT LENGTH HORIZONTAL SEE DETAIL E, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ST(SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTE, REACTIONS. FENESTRATION 8) REFERENCE:TEST REPORTS: FTL-6443; ELCO ULTRACON, DEWALT/ELCO AGGRE-GAT( PRODUCTS MAY BE OF ANY TYPE. g)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIF MUST MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS AF BY CGI• FENESTRATION PRODUCTS. I 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 PROVIDES MULL SHEETS 2-4 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF l LENGTH -~ HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FTz)FOR THE OPENINC MULL OPENING WIDTH- �- --HORIZ.MULL LENGTH-1 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PF 'I LENGTH �~ 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR" OPENING SIN 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT2)FROM TABLES 1A TF OPENING MULL FOR THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THI HEIGHT LENGTH y° MULL MART• MULLION CAPACITY(LBS/F F)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRE LENGTH 5) FROM THE SAME TABLE USED IN STEP 4)ABOVE, FIND THE VALUE IN THE NEXT DETAIL A: DETAIL B: MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO IX OR WOOD FRAMING � WOOD BUCK AND MASONRY (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) I 1 I I MULLION � I 1 1 I 1 i e'a e d I SEE SHEETS 1 EITHER THE ° I I I 21-23 FOR HOLE d STANDARD OR a I" LOCATIONS OFFSET MULL a EDGE e ° CLIP MAYBE I ° DISTANCE �/ m INSTALLED BY I (I FOR WOOD THIS METHOD. d °e SCREWS 1 ° L.259'MAX FOR ° °d ° 1 ° ALL MULLIONS d•: ° a ° d ° d °.a ° . d EXTERIOR a ° 4 EDGE ° ° a DISTANCE 4' °FOR ° ° MASONRY ° ,• THE OFFSET CLIP IS ANCHORS RECOMMENDED FOR EXTERIOR e ° FIN-FRAMED ° 4 WINDOWS,BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 16-168 SEE TABLES 18-168 DISTANCE SEE TABLES EMBEDMENT BUCKSTRIP 1B-13B T AND EMBEDMENT' ` . - ATTACHMENT I :s. ' •' BY OTHERS, . .•d.y 11—!" — . p SEE NOTE 1, Ia, SHEET 1. .. SIDE VIEW FRONT VIEW DETAIL C: --�f--.125"MIN. MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) VARIES BUCKSTRIP I NOTCHED TO i PROVIDE CLEARANCE BUCKSTRIP I FOR MULL I AND. TOP VIEW CLIP. I ATTACHMENT I BY OTHERS, I SEE NOTE 1, VARIES I SHEET 1. I I I MULLION I I I I TYP.ANCHOR EITHER THE d �° Id I i PER SUBSTRATE THE OFFSET CLIP IS `T STANDARD OR I v I I' I I SEE TABLES 1 ,B-13B RECOMMENDED FOR OFFSET MULL a d I d I I i I FIN-FRAMED INTERS CLIP MAY BE p I." 1 WINDOWS,BUT MAY INSTALLED BY °. o I °I I a EDGE DISTANCE ALSO BE USED FOR U-CLIP I I I THIS METHOD, d I I FOR MASONRY OTHER FRAME TYPES. ° d I' ANCHORS � I EXTERIOR °a 4 d 1 FRONT VIEW EDGE DISTANCE ° ° FOR MASONRY ° d ANCHORS d , a ° a • 4 a a TYP.ANCHOR MULLK TYP.ANCHOR PER SUBSTRATE, ` PER SUBSTRATE, SEE TABLES 1B-13B STAND SEE TABLES 18-13B BUCKSTRIP STRUCTURE AND ATTACHMENT CA= TYP.ANC a:• BY OTHERS, --- PER SUB SEE TAB' EMBEDAREIVT' ° �;a SEE NOTE 1,•. "a SHEET I. !e. p. EDGE f. DISTANCE MIN 2.7 KSI CONCRETE OR CMU SEE TABLES MIN 2.7 KSI CONCRETE OR CMU 113-1313 FRONT VIEW SIDE VIEW ` INRTAI I ATInN NnTFC- 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 O O O O O O O O SIDE VIEW SHOWN WITH 1"X 4"X.125" I TOP VIEW MULLION I I EXTERIOR I 1 ch I STANDARD MULLION CLIP TYP.ANCHOR I I PER SUBSTRATE, CONDITIONS. \ MODIFIED FIT FIELD I SEE TABLES 1B-14B Q \ I MULLION I I � I 1 2"X5"X.125" I I I I ANGLE CLIP, 1 I I I 2 PER MULLION END, \ I I I I MUST BE INSTALLED INSIDE OF MULL. I I I I I �TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-13B /✓' INTO WOOF +--" STEEL,ALUI INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR O E PER ANCHOR O I O INTO WOOD,STEEL, ® ® ALUM,CMU OR MASONRY O EDGE H DISTANCE PER TABLE 1A Mullion Capacity Table Ibs/ftZ Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-sparring mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in Rectangular Trap/Tdang. Rectangular Trapfrriang. Rectangular Trep/Triang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectani 1 x 2 X.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadii Alum.Tube � _ _51 w ca UMJlltOn �CdCl7 NU 0NaU V{p Un a � � n.. ..y. cma.p0 •a. m COmGe Alc n a y ro U U ro U U .0 V V m em m e U m�U •Vaaloc0 Nnm ro UUro U -p UG C c � � �g � c o o UN1aroo{7 _ 0 ov o rr n V o oW o 0 :3u y ol i �c o C �+ �Q aw � `a ao �� as 421n 111.9 408 129.5 332 93.2 408 1 115.5 325 79.9 408 107.8 321 69.9, 408 104.4 319 62.1 408 104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 39.9 48 in 74.9 312 83.8 268 62.4 312 73.4 252 53.5 312 67.0 248 46.8 312 63.2 246 41.6 312 61.3 244 37.5 312 61.0 244 31.2 312 61.0 244 26.8 50,625In 63.9 281 70.6 .234 53.2 281 61.5 228 45.6 281 55.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 54 in 52.6 247 57.5 207 43.9 247 49.8 202 37.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 m 60 in 38,4 1 200 41.2 1 170 32,0 1 200 1 35.4 166 27.4 200 31.5 163 24.0 200 28.9 160 21.3 200 2711 159 19.2 200 25.9 157 16.0 200 25.0 156 63In 33.1 181 35.3 155 27:6 1 181 1 30.3 152 23,7 181 26.9 149 20.7 181 24.5 146 18.4 181 22.8 144 16.6 181 21.7 143 3 _ M 66 in 28.6 165 30.6 142 24.0 165 26.1 139 20.6 165 23.1 136 18.0 165 21.0 134 72 in 22.2 139 23.3 120 18.5 139 19.9 118 15,9 139 17.5 116 76In is.9 125 19,7 109 15.7 125 16.8 107 78 in 1.7.5 118 18.2 104 TABLE1B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Type: 3116"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt 5/16"Elco 3/16"Elco 1/4"Elco 3116"DeWalt 114'DeWalt Anchor Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2' 1" 2-1/2" 1" 2-1/2" 1" 2-112" 3.1/8" 1`' 2-112' 1" 2-1/2" 1" 2-1/2" 1" 2-11: Embedment(n): 1-3/4" 1-3/4" 1-34' 1-3/4" 1-3/4" 1-34' 1-3/4" 1-314" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1P 2 Anchors @ 4.76'Min.O.C./Standard or Offset Clip(Fig.1): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 1 310lbs 630 Ibs 220 Ibs 870 Ibs 1644 Ibs [540 Ibs 280 Ibs 354 lbs 740 Ibs 230 Ibs 370 Ibs 320 Ibs 580 II 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 480 Ibs 700 Ibs NIA WA 3201bs 1260 Ibs 370 Ibs N/A WA A 380 lbs N/A NIA N/A 740 Ibs N/A NIA 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.$): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 620 Ibs 1250 Ibs 440lbs 1740 Ibs 1896lbs Ibs 560Ibs WA 760Ibs 460Ibs 740Ibs 640Ibs 1160 2 Anchors @ 0.45"Min.O.C.I U-Clip,Into.125"Alum_(Fig.4): N/A N/A NIA WA NIA NIA NIA NIA NIA A WA NIA WA NIA NIA N/A N/A 1 Anchar1 F-Clip{Fig.$): 195 ibs 195 Ibs 225 Ibs 445lbs 155.lbs 315 Ibs 110 Ibs 435 Ibs 822 Ibs 1bs j140 Ibs 1771bs 370Ibs 115Ibs 185Ibs2 Anchors @ 1ATMin.O.C./F-Clip(Fig.G): 240 Ibs 350Ibs N/A NIA 160Ibs 630Ibs 185Ibs NIA WA A 90 Ibs N/A N/A N1A 370 Ibs NIA NIA 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOW, FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR,EXACT DIMENSIONS,SE ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS.SHOWN ON TABLE 2A Mullion Ca ac Table Ibslt' Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 In Rectangular Trap/Triang. Rectangular Traprrriang. Rectangular Trap/Triang. Rectangular Trapliriang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular TraplTriang. Recta 1 x 2 x.375 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loa Alum.Tube 2_ Z' 2_ Z, Z, �_ � � Al � � 4 Al � ;r � Mullion Ua n.tea `� ii.a ii ii. `$ h�. ii.'$ m m m m m m �' m r. a 'o n v y m "" m a n `� a a a a a n�' i;° n�' ski m a n a B m n �i° 0. a n U Sp G U U G {p {p G m m G cc �p G ry G N f0 G �p G �p {0 G {p G W l0 G w v o � 'o o ov o ov c� � � v � a cS ov `up `cgs o � � � _ r5 � 0 Q -a 0 c� � �° 13 a _ O C O O O C (N�j O C O G C O C L 7 O L O C L L 7 G C L C L 7 O C L 7 i� L 2 L 2 C .0 5 2 �Ly l�� � ,(�O� t ��yOJ L � 2 tcr G U d U GU U ; U _ U U ; UG _ (al L '2 G �L G �L v R' �' G U 7 421n 170.0 620 170.0 435 151.3 662 170.0 478 129.7 662 170.0 506 113.5 662 169.5 518 100.9 662 168.9 517 90.8 662 168.9 517 75.7 662 168.9 517 64.9 48 in 121.6 507 136.0 419 101.4 507 119.2 410 86.9 507 108.7 403 76.0 507 102.6 399 67.6 507 99.6 397 60.8 507 99.0 396 50.7' 507 99.0 396 43.4 50.625 in 103.7 456 114.6 379 86.4 456 99.9 371 74.1 456 90.5 364 64.8 456 84.6 360 57.6 456 81.3 357 51.8 456 80.0 356 43.2 456 80.0 356 37.0 54 in 85.4 400 93.3 336 71.2 400 80.9 328 61.0 400 72.7 322 63.4 400 67.3 318 47.5 400 64.0 315 42.7 400 62.3 314 35.6 400 61.8 313 30.5 -C 60 in 62.3 324 66.9 276 51.9 324 57.5 270 44.5 324 51.2 264 38.9 324 46.9 260 34.6 324 43.9 257 31.1 324 42.0 255 26.0 1 324 40.5 253 22.2 m63 in 53.8 294 57.4 252 44.8 294 49.2 246 38.4 294 43.6 241 33.8 294 39.8 237 29,9 294 1 37.1 234 26.9 294 35.2 232 22.4. 294 1 33.5 230 19.2 J 66 in 46.8 268 49.6 230 39.0 268 42.4 225 33.4 268 37.5 221 29.2 268 34.1 218 26.0 268 1 31.6 215 23.4 268 29.B 212 19.5 26B 28.0 210 16.7 72 in 36.0 225 37.9 196 30.0 225 32.2 191 25.7 225 28.4 188 22:5 225 25.6 185 20.0 225 23.5 182 18.0 225 22.1 180 15.0 225 20.3 177 12.9 76 in 30.6 202 32.0 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 165 15.3 202 18.4 163 12.8 202 16.7 160 10.9 78 in 28.3 192 20.6 168 23.6 192 25.1 165 20.2 192 22.0 162 17.7 192 19.7 159 15.7 192 10.1 157 14.2 192 16.8 155 11.8 192 15.2 152 10.1 90in 18.5 144 19.0 128 15.4 144 16.1 126 96 in 15.2 127 15.6 113 TABLE 213 _ Substrate: 27k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor 3/16'Elco 114"Elco 3116'DeWalt 114"DeWalt 5/16"Elco 3116"Eico 114"Elco TIT DeWalt 1/4"DeWai Capacity Anchor Type: ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ullracon+ (lbs) EdgeDistance(In): 1" 2-1/2' 1" 2-1/2' 1" 2-1/2" 1" 21/2" 34/8" 1" 2417' 1" 2-1/2' 1" 24/2' 1" 2- Embedment(in): 1.314" 1-3/4, 1.3/4" 13/4" 1-3/4" 1-3/4" 1-314' 1-W, 2' 1-1/4" 1-1/4" 1-1/4" 1414' 1-114" 14/4" 1-114" 1-- 2 Anchors @ 4.75"MIn.O.C./Standard or Offset Clip(Fig.1): 390 lbs 3901bs 450 lbs 890lbs 310 lbs 630 lbs 220 lbs 8701bs 1644 Ibs 270lbs 280 ibs 3541bs 740 Ibs 2301bs 370 lbs. 3201bs 56( 4Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 480 lbs 700 lbs N/A NIA 320 lbs 1260 lbs. 370 lbs NIA NIA N/A 380 lbs NIA NIA N/A 740 lbs NIA N 4 Anchors @ 3"Min.O.C_/(2)2x5 Angle Clips/(Fig.3): 780 lbs 780 lbs 680 lbs; 1560 lbs 620 Ibs 1260 lbs 440 lbs 1740 lbs 1896 lbs 540 ibs 560 lbs N/A 760 lbs 4601bs 740 Ibs 640 lbs 116 2 Anchors @ 0.45"Min O.C.111-Cllp,Into.128'Alum.(Fig.4): NIA NIA NIA NIA N/A NIA N/A N/A N/A N/A NIA NIA NIA N/A N/A NIA N 1 Anchor/F-Clip(Fig.5): 195lbs 195lbs 225 lbs 445 lbs 155 lbs 315 lbs 110 lbs 435lbs 822 lbs 1351bs 140 lbs 177 its 370 lbs 115lbs 185 lbs 160 lbs 29C 2 Anchors @ 1.15"Min.O.CJ F-Clip(Fig.6): 240 lbs 350 lbs N/A N/A 160 lbs 630 lbs 185 lbs NIA N/A N/A 190 lbs NIA WA NIA 370 lbs NIA N 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWF FIGURE 3: TABLE 3A Mullion Capacity Table(ibs/@Z) Opening Width(for vertically-spanning mullions)or Opening Height(for holizontally-spanNhg mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 1 x 2.75 x Rectangular TraplTdang. Rectangular TraplTdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Recta Loading Loading Loading Loading Loading Loading Loading Loading Lo ading Loading Loading Loading Loading Loading Loa, .375 Alum. Tube it w i^ v `o o n o .. o 'b.. `o b "v S ((pp 10 N (p l0 N (0 l0 N (p 10 N R! 1p .. O. a Q d O. N l0 l0 N 10 t0 N (0 {Qa,yq 10 tC N Epp,N �07 y N �p (O N 10 Mullion (0 IO (O 10 C f0 O G 100 N G W N G N W C m iD G N N G W (0 G N f0 C !a0 �y 10 ry d CL .15 7 C R t 4' O g O ` O` OC O O f: Upp �_ C N s�_ C p d C ((11�� V O C N V G(N� () C ry U d C d C N N U O' O Cr V O V 7 .0 7 O = O O L 7 O C t O,i" L.= O C .= O¢ O.� O O �2 C Q Q Q.` "� C 41 7 A C N 7 C Gl 7 C �j 7 a (? y 7 5O y 7 C y 7 C 7 N U O' U O' N V O' U O' N QO` � c Q �c Q tr �c Q � �c Q � �c ¢� gc Qa c Qd: Q� �c Q GKI � c QtC �c Q � 42in 170.0 620 170.0�5241 5 170.0 744 170.0 478 170.0 868 170.0 506 170.b 992 170.0 519 170.0 1116 170.0 521 170,0 1240 170.0 521 148,7 1301 170.0 521 127.5� 48 in 170:0 708 170.0 i70.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 677 136.E 1139 170.0 680 113.9 1139 170.0 680 97.6 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 167.8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 83.9 64in 170.0 797 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 101.5 907 149.0 714 96;8 907 141.1 710 80.6 907 140.0 709 69.1 60in 141.1 735 151.5 625 117.6 735 130.3 till 100.8 735 116.0 599 88.2 735 106,2 590 78.4 735 99.5 583 70.5 735 95.1 578 58.8 735 91.8 574 50.4 63in 121.9 666 130.6. 570 101.6 666 111.6 557 87.0 666 98.9 547 76.2 666 90.1 538 67.7 666 63.9 531 60.9 866 79,8 526 50.8 666 75.8 521 43.5 66in 106.0 607 112.4 522 88.3 607 96.1 511 75.7 607 85.0 501 66.2 607 77.1 493 58.9 607 71.5 486 53.0 607 67.6 481 44.2 607 63.4 476 37.9 J4in64.2 6 510 85.8 443 68.0 510 73.0 434 58.3 510 64.3 426 51.9 510 57.9 419 45.4 510 53.3 413 40.8 510 50.0 408 34.0 510 45.9 402 29.2 4 458 72.6 400 57.8 458 61.7 392 49.6 458 54.1 385 43.4 458 48.6 378 38.6 458 44,6 373 34.7 458 41.6 368 28,9 458 37.7 362 24.8 435 67.0 381 53.5 435 56.8 373 45.9 435 49.6 366 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 26.8 435 34.4 344 22.9 90in 41.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 96in 34.4 287 35.4 257 128.7 287 29.9 252 24.6 287 26.0 248 21.5 287 23.1 244 19,1 287 20.9 240 17.2 287 19.3 237 14.4 287 16.9 232 108in 24.2 227H194 206 20.2 227 20.8 201 17.3 227 18.0 198 15.1 227 16.0 195 111 in 22.3 215 18.6 215 19.1 i91 15,9 215 1fi.6 188 120 in 17.6 1 184 17.9 167 TABLE 3B Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Anchor AnchorT 3116"Elea 1/4"Elco 3/16"DeWait 114"DeWait 5/16'Elea 3/16'Elea 1/4"Elea 3/16"DeWait 1/4"DeWall Capacity yam' Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2=Il2" 1" 2-1/2" 3 1/8" 1" 2-1l2" 1" 2-1l2" 4" 2-1/2" 1" 2-1, Embedment(In); 1-3l4" 1-3/4" 13/4" 1-3/4" 1-3K' 13/4" 1-3/4" 1.3/4" 2" 1-1/4" 1-1/4" 1=1/4" 1-114" 1-1/4" 1-114" 1-114" 1-11 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 310 Ibs 630 Ibs 220 Ibs 870 Ibs 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 230 Ibs 370 Ibs 320 Ibs 580 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 480 Ibs 700 ibs N/A N/A 320 Ibs 1260 Ibs 370 Ibs NIA N/A NIA 380 Ibs WA N/A N/A 740 Ibs N/A Nl. 4 Anchors @ 3"Min.O.C./(2)W Angle Clips/(Fig.3): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 620 Ibs 1260.lbs 440 Ibs 1740 Ibs 1896 Ibs 540 ibs 560 Ibs N/A 760 Ibs 460 Ibs 740 Ibs 640 Ibs 1160 2 Anchors @ 0.45"Min.O.C./U-Clip,into.125"Alum.(Fig.4): NIA WA NIA N/A WA N/A N/A NIA N/A NIA N/A N/A N/A N/A NIA NIA N1, 1 Anchor/F-Clip(Fig.5): 195 Ibs 195 Ibs 225 Ibs 445lbs 155 31 Ibs 5 Ibs 110 Ibs 435 lbs 822 Ibs 135 Ibs 140 Ibs 177 Ibs 370 Ibs 115 Ibs 185 Ibs 160 Ibs 290 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.6):l 240 Ibs 350 Ibs NIA N/A 160 Ibs 630 ibs 185 Ibs NIA N/A WA 190 Ibs NIA N/A N/A 370 Ibs N/A Nl, 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 SHE FIGURE 1: FIGURE 2: ® TABLE NOTES: 1)SEE SHEET 1 FOR.INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORM, TABLE 4A Mullion Capacity Table(lbsfie Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning rrlullions) 50 in 60 in 70 in 80 in 90 in 100 In 120 in 1 X 2.75 x Rectangular Trap/Thang, Rectangular TraplTriang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular TrapfThang. Rectangular TrapiTriang. Rectangular Trap/Tdang. Rectant Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loads .660 Alum. Tube a_ �_ _ � Z, Z' Z" � � �_ � � �_ � 4T 2^ Z' c� c� c� c� ci c� u o o ci o c� t� t� u i; o 'n c� •C2 '6 •u ci c� ca •� Mullion 2' a ig a Co.s a a-A ' a� a a.o m m m m N m m m m m m w m m y a n a o..n n a av- n as a o a a a as a n.n m e m �.. m mom- m m e m m e m m e m m� m CU m mom. m m e m m e m 0. m m e m m e m U U U U U U U U -O U UO U U-p U U'O U U v U U •O U UO U U v U U U U'O U U v U O C t O O O O O N O m C N o`,��- C o C li d C O C N C(V -_2 c C t c (� 9 C m C N u Q _ cr .�fC L 7 L 7 t 7 t 7 C L 7 O C L 7 O L._ O _•� C 0.� t•� C .00.- O .G GG m 7-O u N 7 d u N 7 u Q' 7 a C d 7 N C d 7 u IT u O' U O' N f7 C - O '- N u O' Vl 0 O' - N U � = N c m c Ol � '$ 44 ar S � c m � s c m �a c m � aa Q2 �2c QQ' �c Qd' � c Qe= 42in 170.0 620 r170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 170.6 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 i 50.825in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 162.6 1286 170.0 747 146.3 1286 170.0 756 121.9 1286 170.0 756 104.5 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 856 100.5 1130 170.0 861 86.1 60in 170.0 885 170.0 701 146.5 915 162.3 761 125.5 915 144.5 746 109.9 916 132.3 735 97.6 915 1 123.9 726 87.9 1 915 1 118.5 720 73.2 916 114.4 715 62.8 63in 151.8 830 161.9 710 126.5 830 1 138.9 694 108.5 830 123.2 681 94.9 830 112.2 .670 84.4 830 1 104.6 662 75.9 430 99.4 656 63.3 830 94.5 649 54.2 s I 66in 132.1 757 140.0 650 110.0 757 119.8 636 94.3 757 105.9 624 82.5 757 96.1 614 73.4 757 89.1 606 66.0 757 84.2 600 55.0 757 79.0 593 47.2 J 72 in 101.7 636 106.8 552 84.8 636 91.0 540 72.7 636 80.1 530 63.6 636 72.2 521 56.5 636 66.5 514 50.9 636 62.3 508 42.4 636 57.2 500 36.3 761n 86.5 571 90.4 498 72.1 571 76.8 488 6 tr 571 67.4 479 54.1 571 60.6 471 48.0 571 55.5 464 43.2 571 51.8 459 36.0 571 47.0 451 30.9 781n 80.0 542 83.4 474 66.7 542 70.8 465 57.1 542 62.1 456 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28.6 90 in 52.1 407 53.7 361 43.4 407 45.4 355 37.2 407 39.6 349 32.5 407 35.3 343 28.9 407 32.1 338 26.0 407 29.6 334 21.7 407 26,1 327 18.6 96in 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 21.5 358 24.0 296 17.9 358 21.0 269 15.3 108in 30.1 1 283 1 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 283 19.9 244 16.7 283 16.0 240 15.1 283 16.5 237 111in 27.8 267 28.3 242 23.1 267 23.8 238 19.8 267 20.6 235 17.3 267 18.3 231 15.4 267 16.5 228 120in 22.0 229 22.3 209 18.3 229 18.8 205 15.7 229 1 16.2 1 202 TABLE 4B Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Anchor Anchor Type: 3116"Elco 1/4"Elco 3116"DeWalt 1/4"DeWalt 5/16"Elco 3116"Elco 1/4"Elco 3/16"DeWalt 114"DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 1 2-1/2"' 1" 1 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/: Embedment(n): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-314" 1-3/4" 2" 1-1/4" 1 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/1 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1):1 390 Ibs 390 Ibs 450 Ibs 890 Ibs 310 Ibs 630 Ibs 220 Ibs 870 Ibs 1644lbs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 230 Ibs 370 Ibs 320 Ibs 58011 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2):1 480 Ibs 700 Ibs NIA N/A 320 Ibs 1260 Ibs 370 Ibs NA NA NIA 380 Ibs NA NA NIA 740 Ibs N/A N/A 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 620 Ibs 1260 Ibs 440 Ibs 1740 lbs 1896lbs 540 Ibs 560 Ibs NIA 760 Ibs 460 Ibs 740 Ibs 640 Ibs 11601 2 Anchors @ 0.45"Min.O.C./U-Clip,into.125"Alum.(Fig.4): N/A N/A NIA N/A N/A NIA N/A NA NA NIA NIA NIA N/A N/A NIA N/A NIA 1 Anchor F-Clip(Fig.5): 195lbs 195 Ibs 225 Ibs 4451bs 155lbs 3151bs 110 Ibs 435 Ibs 822lbs 135lbs 140 Ibs 177 Ibs 370(bs 115 Ibs 185 Ibs 160 Ibs 29011 2Anchors @ 1.15"Min.O.C,/F-Clip(Fig.6): 240 lbs 350 Ibs NIA NA 1601bs 630 Ibs 1851bs N/A N/A NA 190 Ibs NIA NA N/A 370 Ibs N/A NIA 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 SI FIGURE 1: FIGURE 2: TABLE NOTES: • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIO. .1-T SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 5A Mullion Capac' y Table Ibs1W Opening Width(for vertically-spanning mdliohs)or Opening Height(for horizontally-sparring mullio(1s) 50 in 60 in 70 In 80 In 90In 11 100 in 120 in Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Traprrdang. Rectangular Trap/Tdang. Rectan( 1"x 3.125"X Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadmg Loading Loading Loading Loadii .500"Alum _ it Z. Z_ � � Z' � � a Tube Mull R y s a V a s C y ro m m m rn co m m m m m m m m ca m iv m m m r��i c yo n n yn n a a`� n o a n� a a�' a o.o a a� n p 1y� n Q yO y fO IO v [9 l9.G (Q v W W b M l0 C la f0 G M f0 G �p l9 G N (n0 v (QO N. N N G Q ta0 G c0 �G N f0 G c0 U Ua U U p U_ U-p U v U p U U p U _ U -o U Uti U_ L) U Uv U Ua U _ Ua U 0-0 U _ Uv U _ U -p U 0 iC O C(V o C O�_ C(y O�_ C .� C(�J � G� C .y.. C N 11_ C ry. C ,� C(� t L t 7 L .0 7 IC L 7 L 7 C L L 7 t V 0.`' L 7 _C L C .0 ,C'7 L 7 ¢ GUG rr y V CT - y C7 Q - y V CT U - V - tJ Q - UG O' g ¢ � � c Qtr � o Qtr CU, 0 =.� C m =� G m � .ya CVC�O m � .n c a�i 5.n c m �� c m �� CC.,� m 7� c a> >� Q�' E G Q 2' `R G Q� .d G Q R- is G Q(L' '2 G Q tL'- G Q(Y G Q<L' ^2 G Q d' G 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 157.7 1677 170.0 680 135.1 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 756 121.5 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 856 124.6 1401 170.0 861 106.8 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 158.5 1156 170.0 878 138.7 1156 167.0 928 123.3 1156 156.5 917 111.0 1156 149.7 910 92.5 11% 144.5 903 79.3 63in 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 860 119.8 1049 141.7 846 106.5 1049 132.0 836 95.9 1049 125.5 828 79.9 1049 119.3 820 68.5 s c 66in 166.8 955 170.0 789 139.0 955. 151.3 804 119.1 955 133.7 788 104.2 955 121.4 775 92.6 955 112.6 765 83.4 955 106.4 757 69.5 955 99.8 749 59.6 J 72 in 128.5 803 134.9 697 107.0 803 1.14.9 662 91.8 803 101.1 670 80.3 803 91.2 659 71.4 803 83.9 649 64.2 803 78.6 642 53.5 803 72.2 632 45.9 76in 109.2 721 114.1 629 91.0 721 97.0 616 78.0 721 85.1 605 68.3 721 76.5 595 60.7 721 70.1 586 54.6 721 65.4 579 45.5 721 59.4 569 39.0 78 in 101.0 684 105.4 599 84.2 684 89.4 587 72.2 684 78.4 576 63.1 684 70.4 567 56.1 684 64.4 $58 50.5 684 59.9 551 42.1 684 54.1 541 36.1 90in 65.8 514 67.9 456 54.8 514 57.3 446 47.0 514 50.0 440 41.1 514 44.6 433 36.5 514 40.6 427 32.9 514 37.3 421 27.4 514 33.0 412 23.5 96in 54.2 452 55.7 404 45.2 452 47.0 396 38.7 452 40.9 390 33.9 452 36.4 384 30.1 452 32.9 378 27.1 452 30.3 373 22.6 452 26.6 365 19.4 108in 38.1 357 38.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 22.7 303 19.0 357 20.8 299 15.9 357 16.0 293 13.6 111 in 35.1 338 35.8 306 29.2 338 30.1 301 25.0 338 26.1 296 21.9 338 23.1 292 19.5 338 20.8 288 17.5 338 19.0 284 14.6 338 16.5 278 12.5 120in 27.7 289 28.2 263 23.1 289 23.7 259 19.8 289 20.5 256 17.3 289 18.1 252 15.4 289 16.3 249 13.9 289 14.9 246 11.6 289 12.8 240 9.8 TABLE 5B Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Anchor Anchor T 3/16"Elco 1/4"Elco 3116"DeWalt 1/4"DeWalt 6116"Elco 3/16"Elco 114"Elco 3/16"DeWalt 114"DeWalt Capacity Type: Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracdn+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2' 1" 2-1/: Embedment(in): 1-314" 1-3/4" 1-3/4" 1-314, 1-3/4" 1-314" 1-3/4" 1-3/4" 2" 1-1/4" 1-114" 1-114, 1-1/4" 1-114" 14/4" 1-1/4" 1-1/' 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1): 390 Ibs 390 lbs 450 Ibs 890 Ibs 3101bs 630 ibs I 22016s 870 Ibs 1644 lbs 270 lbs 280 Ibs 354 Ibs 740 Ibs 230 Ibs 370 Ibs 320 lbs 5801, 4 Anchors @ 1.15"Mfn.O.C.I Standard(or Offset)Clip(Fig:2): 480 Ibs 700 Ibs N/A N/A 1 320 Ibs 1260 ibs 370 Ibs NIA WA N/A 380 Ibs N/A WA NIA 740 Ibs N/A NIP 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 780 Ibs 780 Ibs 680 Ibs 1560 lbs-[-620 Ibs 1260 Ibs 440 Ibs 1740 Ibs 1896 lbs 540 Ibs 560 Ibs WA 760 Ibs 460 Ibs 740 Ibs 640 Ibs 1160 3 Anchors @ 0.45"Min.O.C./U-Clip.Into.125"Alum.(Fig.4): NIA AM WA NIA N/A N/A N/A NIA NIA WA N/A WA N/A N/A N/A NIP 1 Anchor/F-Clip(Fig.5): 195 Ibs 445 lbs 155 Ibs 315 Ibs 110 Ibs 435 ibs 822 Ibs 135 Ibs 140 Ibs 177 Ibs 370 Ibs 115 Ibs 185 Ibs 160 Ibs 290 II 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.6): 240 Ibs WA 1601bs 630 Ibs 185 Ibs N/A WA N!A 190 Ibs N/A N/A N/A 370 Ibs NIA N/A 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 INFORMAT SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS TABLE 6A Mullion Capacity Table(lbstfe) Opening Width(for vertically-spanning mullions)orOpening Height(for horizontally-spanning mullions) 50 in 60 in 70 In 80 in 90 in 100 in 120 in Rectangular Trap/Triang. Rectangular Traprrriang. Rectangular Trapllliang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Traprrriang. Rectangular hap/Tdang. Re 1 x 4 x.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading I Alum.Tube Uc UU' Mullionm UU¢.0iG ^ �0N iac •D(c.7'�Nc jc ' v '� •� oU + •hU •v oU,'''QQQ5.U� .�Pl0 [�lj .U�m U�Al r ��m c3 i .a m Umc �'aNm m mCc.-gNom. UgSm mi ry as a.c C ELM a m m _vta`r Um ym M G m m m p m .4. . a p m m m m m mC U .0 U C Q .2ts U o L 9 t cQ Q Q Q Q Q t U O m 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 14t 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 1 170.0 630 170.0 1133 170.0 661 170.0 1275 '170.0 677 156.3 1303 170.0 680 130.3 1303 170.0 680 11• 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 101 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 803 137.2 1150 170.0 837 123.5 1158 170.0 856 102.9 1158 170.0 861 88 60in 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 146.7 815 111.2 1042 136.8 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71 63In 170.0 930 170.0 745 151.2 992 163.6 818 129.6 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 768 90.7 992 114.8 758 75.6 992 108.4 745 64 r.3 66in 165.4 947 170.0 789 137.8 947 148.0 786 118.1 947 130,3 768 103.4 947 117.7 752 91.9 947 108.7 738 82.7 947 102.2 727 68.9 947 95.1 713 59 En 72 in 135.9 849 142.7 737 113,2 849 121.6 722 97.0 849 106.9 708 84.9 849 96.4 696 75.5 849 68.7 686 67.9 849 82.7 675 56.6 849 75.3 659 48 J 76in 115.5 762 120.7 665 96.3 762 102.6 652 82.5 762 90.0 646 72.2 762 80.9 629 64.2 762 74.2 620 57.8 762 69.2 613 48.1 762 62.8 602 41 78 in 106.9 724 111.4 634 89.0 724 94.6 621 76.3 724 82.9 609 66.8 724 74.4 599 59.4 724 68.1 591 53.4 724 63.4 583 44.5 724 57.3 573 38 90 in 69.6 543 71.8 483 58.0 543 60.7 474 49.7 543 52.9 466 43.5 543 47.1 458 38.6 543 42.8 452 34.8 543 $9.5 446 29.0 543 34.9 436 24 961n 57.3 478 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 478 38.5 406 31.8 478 34.8 400 28,7 478 32.0 395 23.9 478 28.1 386 20 108in 40.3 377 41.1 341 33.5 377 34.6 335 28.8 377 30.0 330 25.2 377 26.6 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14 Ill 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 18.5 357 20.1 301 15.4 357 17.4 294 120 in 29.3 306 29.8 279 24.5 306 25.1 274 21.0 306 21.7 270 18.3 306 19.2 267 16.3 306 17.3 263 144in 17.0 .212 17.2 196 TABLE 6B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3116"Etc- 114"Elco 3/16"DeWalt 1/4"DeWalt 5116"Elco 3/16"Elco 1/4"Elco 3/16"DeWalt 114"De Capacity Yam' Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ullrac( (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" M30 1" 2-1/2" 3.1/8" 1" 2-1/7' 1" 2.1/2" 1" 2-1/2" 1" Embedment(in): 1-3/4" 13/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" Z. 1-1/4" 1-114" 1-1/4" 1-1/4" 1-114" 1-114' 1-1/4" 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1&2): 390 Ibs 390 IN, 450 Ibs 890 Ibs 310 Ibs220 Ibs 870 Ibs 1644 Ibs 270 Ibs 1 280 Ibs 354 Ibs 740 Ibs 230 Ibs 370 Ibs 320 Ibs 4 Anchors @ 2.25"Min.O.C./Standard(or Offset)Clip(Fig.3): 700 Ibs 700 Ibs 580 Ibs 1410 Ibs 620 Ibs 1260 Ibs 420 Ibs 1720 Ibs 952 Ibs WA 560 Ibs NIA 630 Ibs 390 Ibs 740 Ibs 510 Ibs 8 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.4): 960lbs 1400lbs N/A NIA 640 Ibs 2520 Ibs 740lbs NIA NIA N/A 760 Ibs WA WA NIA 1480lbs N/A 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.5): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 620 Ibs 1260 Ibs 440 Ibs 1740 Ibs 1896 Ibs 540 Ibs 560 Ibs WA 760 Ibs 460 Ibs 740 Ibs 640 Ibs 6 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.6): 1170 Ibs 1170 Ibs 1020 Ibs 2340 Ibs 930 Ibs 1890 Ibs 660 Ibs 2610 Ibs 2844 Ibs 810 Ibs 840 Ibs WA 'l140Ibs 690 Ibs 1110 Ibs 960 Ibs 4 Anchors @ 0.45"Min.O.C./U-Clip,into.125"Alum.(Fig.7): WA N/A N/A WA WA WA N/A WA WA WA N/A WA N/A NIA NIA N/A 2 Anchors @ 2.25"Min.O.C./F-Clip(Fig.8): 350 Ibs 350 Ibs 1 290 Ibs 705 Ibs 310 Ibs 630 Ibs 210 Ibs 860 Ibs 476 Ibs WA 280 Ibs WA 315 Ibs 195 Ibs 370 Ibs 255 Ibs 4 Anchors @ 1.15"Min.O.C./F-Clip(Fig.9): 480lbs 700 Ibs N/A WA 320lbs 1260lbs 370lbs NIA WA WA 380 Ibs NIA NIA N/A 740 lbs NIA 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: rir,l IRF at• Frr_I IRF o• TABLE 7A Mullion Capacity Table(lbstle) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 1 x 4 x.375 Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular TrapMang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectal Alum.Tube Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loac "T" r 2 Z� Z, a, Z� Z21 Z, -a� Z� Z� z;` it 'S � .., o o .-, v co r o �,-. 'n o .•, c> 'n .-. . •�W W W W N W W N W ({� N C W N W W W N W W N W W N (p W N W W N W W N W W N W W N W Mullion a a_ a n a a a s a a n n n c b° 0. a a c a a s a o.a a a a a n a� a o a n� a v c`S a t`3 (`3 C`3_ u`� t`g _ c�v t`3 c`� v c`3 _ o t`3 `cg t`� _ c`Y v _ c`� (`3 ci t`3 }N+ m (� C 4 t '7 L O ,C r 7 .29 L 7 ONN .0 W C xyy O O ,N b O,f/� O O 0 O 7��g C O �¢' G o G , O. p Cl Cl' U CT a CT �� C Cr 7 � = W � D � �• � .O C N � ,G C � 7 A C W � � �G � � � C W �� C '+� � .NO U d � � C � �¢ rrc � tr 40'' �c Q � � c � � � c Q � � c QfY ,mac Q� �c at>± Plc Q� �c ¢ tr � c � � � c Q � gc 42 in 170,0 620 170.0 435 170.0 744 170.0 478 170.0 868 170. 5506 170.0 992 170.0 519 170.0 1116 170.0 521 176.0 1240 170.0 521 170.0 1488 170,0 521 170.0 48 in 170.0 708 170.0 524 170.0 850 170.0 584 '170.0 992 170.0 630 170.0 1133 170.0 661 170.0. 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 60.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 156.0 54in 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 1594 170.0 856 159.9 1799 170.0 861 137.1 60in 170.0 885 170.0 701 170.0 1063 170..01 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 1 170.0 1302. 170.0 940 1 170.0 1468 1 170.0 1015 156.71 1542 170.0 1076. 141.0 1542 170.0 1122 117.51 1542 1 166.5 1156 1 1003 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 '160.6 1472 170.0 1086 142.8 1472 168.8 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1108 91.8 co 72 in 170.0 1063 170.0 878 170.0 1275 170.0 1009 150.8 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105,E 1320 128.E 1049 88,0 1320 117.0 1024 75.4 J 76 in 170.0 1122 170.0 937 149.6 1184 159.4 1013 128,2 1184 139.9 994 112.2 1184 125.7 978 99.7 1184 115.3 964 89.8 1184 107.5 952 74.8 1184 97.6 935 64.1 a 78 in 166.1 1124 170.0 967 138.4 1124 147.0 965 118.6 1124 1 128.8 947 103.8 1124 115.6 931 92.3 1124 105.8 918 83.0 1124 98.5 906 69.2 1124 89.0 890 59.3 90in 108.1 844 111.5 750 90.1 844 94.3 736 77.2 844 82.1 724 67.6 844 73.3 712 60.1 844 66.5 702 54A 844 61.4 693 45.0 844 64.2 678 38.6 96 in 89.1 742 91.5 663 74.2 742 77.2 652 63.6 742 $7.2 641 55.7 742 69.8 631 49.5 742 54.1 622 44.5 742 49:8 614 37.1 742 43.6 600 31.8 108 in 62,6 586 63.9 130 52.1 586 53.8 521 44.7 586 46.6 513 39.1 586 41.4 505 34.8 586 37.3 498 31.3 586 34.2 492 26.1 586 29.6 461 22.3 Ill in 57.6 555 58.8 03 48.0 555 49.5 495 41.2 555 42.9 487 36.0 555 38.0 460 32.0 555 34.2 473 28.8 555 31.3 467 24.0 555 27.1 457 20.6 120in 45.6 475 46.4 433 38.0 475 39.0 426 32.6 475 33.7 420 28,5 475 29,8 414 25.3 475 26.8 409 22.8 475 24.5 404 19.0 475 21.1 395 16.3 144 in 26.4 330 26.7 305 22.0 330 22.4 301 18.9 330 19.3 297 16.5 330 17.0 293 TABLE 7B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3116"Elco 1/4"Elco 3/16"DeWait 1/4"DeWait 5/16"Elco 3116"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-11T 1" 2-1/. Embedment(in): 1-3/4" 1-3/4" 1-314" 1-314' 1-3/4" 1-3/4" 1.3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1l4" 1-1/4" 14/4" 1-1/4" 1-1/ 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.182): 390 lbs 390 lbs 450 lbs 890 lbs 310 lbs 630 lbs 220 Ibs 870 Ibs 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740 lbs; 230 Ibs 370 lbs 320 lbs 5801 4 Anchors @ 2.25"Min.O.C./Standard(or Offset)Clip(Fig.3): 700 lbs 700 lbs 580 lbs 1410 lbs 620 lbs 1260 lbs 420 lbs 1720 lbs 952 lbs WA 560 lbs- WA 630 lbs 390 lbs 740 lbs 510 lbs 1060 8 Anchors @ 1.15"Min,O.C./Standard(or Offset)Clip(Fig.4): 960 Ibs 1400 lbs N/A N/A 640 lbs 2520 lbs 740 lbs N/A WA WA 760 lbs NIA N/A N/A 1480 lbs NIA NU 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.5): 780 lbs 780 lbs 680 lbs 1560 lbs 620 lbs 1260 lbs 440 lbs 17401bs 18961bs 540 lbs 560 lbs WA 760 Ibs 460 lbs 740 lbs 640 lbs 1160 6 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.6): 1170 Ibs 1170 lbs 1020 lbs 2340 lbs 930 lbs 1890 lbs; 660 lbs; 2610lbs 2844 lbs 810 lbs 840 lbs WA 1140 lbs 690 lbs 1110 lbs 960 lbs 1740 4 Anchors @ 0AY'Min.O.C./U-Clip,into,125'Alum.(Fig.7): NIA WA WA NIA NIA NIA WA N/A WA WA WA N/A WA NIA N/A WA W/ 2 Anchors @ 2.26'Min.O.C./F-Clip(Fig.8): 350 lbs 350 lbs 290 Ibs 705 Ibs 310 lbs 630 lbs 210 Ibs 8601bs 476 Ibs WA 28D Ibs WA 315lbs 195 lbs 370 lbs 255 lbs 5301 4 Anchors @ 1AY Min.O.C./F-Clip(Fig.9):1 4801tu -700 lbs NIA I N/A 1 320lbs 1260 lbs 370 lbs N/A N/A I WA 380 lbs N/A N/A N/A 740 lbs WA Nl/ NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FI('I1RF 1• FIC,IIRF J• FIC�lI IRF R• Firl rRF A• crr±i roc o. cin,rnr 1)SEE SHEET 1 FOR INSTRUCTIONS ON I IF;INr,THE TAR[FC ntJr)cNr=r=T 7r;=no 'kit TABLE 8A Mullion Capacity Table(lbse) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 In 120 in 1.25"x Rectangular Trap/Tdbng. Rectangular Trap/Triang, Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rect. 3.188"x Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Lae 265"Alum _ a A� _ 2� Z' Z-1 2: _ _ _ _ Tube Mull n_yn n n� a n�,' n as o � a� c c `_b Nn 0. a M o S � n na a cN_ U c U o ( (� (� (� v U (_� Uv (� (�lv U _u ( (�_ Uv U _ U p U _ co U (� � 8 8v U _ 813 a Uv O_ O CC ` O O ,��• 1C O �' CO O CO O` C p `_�" C (V �S A., C � �� C � � Jam- C, CC,, L t 7 L t L 7 ._ N .0 Q7' .� t •_- - L L 7 C L 7p' L 7 2 L 7p L 7 5V C Ol C a GCU, t 7 .2 U Ol 7 C W 7 C 6C1 7 C N ,vlp C N •Ulp C N C N N V d N '-1 G Q G Q.a is G Q G �L G Q rr G a A Q G Q (Y rL G Q IY G Q a: 2d G Q e: 2 G a 12 'L G 42I 170.0 620 170.0 435 170.0 744 170.0 478 11 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 48 in 170.0 708 170.0 624 170.0 850 170.0 584 170.0 992 1 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132.7 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 1.70.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 1.70.0 747 167.0 1468 170.0 756 139.2 1468 170.0 756 119.3 54in 170.0 797 170.0 6121 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 856 122.3 1376 170.0 861 104.8 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 678 139.0 1159 167.4 930 123.6 1158 166.8 919 111.2 1158 150,0 912 92.7 1158 144.8 905 79.4 63in 170.0 930 170.0 7451 160.1 1051 170.0 850 137.2 1061 155:9 862 120.1 1051 142.0 848 106.7 1051 132.3 837 96.1 1051 125.7 830 80.9 1051 119.5 822 68.6 66 in 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 69.6 957 100.0 750 59.7 72 in 128.7 804 135.2 698 107.3 804 [97.2 115.2 684 91.9 804 101.3 671 80.4 804 91.4 660 71.5 804 84.1 650 64.4 804 78.8 643 53.6 804 72.3 633 46.0 J 76 in 109.4 722 114.4 630 91.2 722 610 76.2 722 85.3 1 606 1 68.4 722 76.7 596 60.8 722 70.3 588 54.7 722 65.5 580 45.6 722 59.5 570 39.1 78 in 101.2 685 105.6 600 84.4 685 89.6 588 72.3 685 78.5 577 63.3 685 70.6 .568 56.2 685 64.5 560 50.6 685 60.1 553 42.2 686 54.3 543 36.2 90in 65.9 515 68.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 615 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 96In 54.3 453 55.8 404 1 45.3 453 47.1 397 38.8 453 41.0 391 33.9 453 36.4 385 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 19.4 108 in 38.1 358 39.0 323 31.6 358 32.8 318 27.2 358 28.4 313 23.8 358 25.2 308 21.2 358 22.7 304 19.1 358 20.8 300 15.9 358 18.0 293 1111n 35.1 338 35.8 306 29.3 338 30.1 301 25.1 338 26.1 297 22.0 338 23.2 293 19.5 338 20.9 289 17.6 338 19.1 285 120 in 27.8 290 28.3 264 23.2 290 23.8 260 19.9 290 20.6 256 17.4 290 18.2 253 15.4 290 16.4 249 144 in 16.1 201 16.3 186 TABLE 8B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3116"Elco 1/4"Elco 3116"DeWalt 1/4"DeWalt 5116"Elco 3/16"Eloo 1/4"Elco 3/16"DeWalt 1/4"DeWalt Capacity yam' Ultracon Ultracon Ultmcon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2"' 1" 1 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 1 2-1/ Embedment(in): 1-3/4" 141/4" 1-314" 1-314" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-114" 1-114" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-1/ 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1):E780lbs 390 Ibs 460 Ibs 890 Ibs 310 Ibs 630 Ibs 220 Ibs 870 Ibs 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 230 Ibs 370 Ibs 320 lbs 6801 4 Anchors @ 1.15"Min:O.C./Standard(or Offset)Clip(Fig.2): 700 Ibs N/A WA 320 Ibs 1260 Ibs 370 Ibs N/An822lbs WA 380 Ibs NIA NIA NIA 740 Ibs N/A Nh 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 7801bs 680 Ibs 1660 Ibs 620 Ibs 1260 Ibs 440 Ibs 1740 Ibs540 Ibs 660 Ibs WA 760 Ibs 460 Ibs 740 Ibs 640 Ibs 1160 4 Anchors @ 0.45"Min.O.C./U-Clip,into.125"Alum.(Fig.4): WA NIA WA WA WA N/A WAWA NIA WA WA N/A N/A N/A NII 1 Anchor/F-Clip(Fig.5): 195 Ibs 225 Ibs 4451bs 1551bs 315 Ibs 110 Ibs 435 Ibs135 Ibs 140 Ibs 177 Ibs 370 Ibs 115 ibs 185 Ibs 160 Ibs 2901 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.6): 240 Ibs 350 Ibs N/A WA 160 Ibs 630 Ibs 185 Ibs WAWA 190 Ibs WA WA N/q 370 Ibs NIA N/I 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 11 nnr 1 neninr� CCG QLICCT[+n.A 1-!ln�r�.r-r•�n• ....•.-.•... .+..+..___�..___ TABLE 9A Mullion Capacity Table(Ibs/fe) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 96 in 100 in 120 in 140 Rectangular TraplTriang. Rectangular TraplTriang. Rectangular Trap/Triang. Rectangular TraplTriang. Rectangular Trap/Tdan Rectangular Tra ri'dan Rectangular Tra 1.25 x 3.25 g. g p g. g plTriang. Rectangular 11 Loading loading Loading Loading Loading Loading Loafing Loading Loading x.100 Loading Loading Loading Loading Loading Loading Alum.Tube Z:� 2 2 y Z-1S S o o o .�a 'u 373 �S a�.Mullion s r .r `p C O � � = O� � � O 1..-�• U j p `� .G.7 � �7 0 � ,7 O� �p� •� Cp � ` pC 1�. �pU C U C U C U C,�^ U C U C U 00[llT L � Y '9 O �j O l'_�.�• � •g �� t � 0 'Q+ L•� o�_ g•> O � t•� 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 1T0.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 153.3 1118 170.0 521 127.7 1118 170.0 521 109.5 1118 48 in 170.0 708 170.0 524 170.0 850 170.0 584 167.E 1 978 170.0 630 146.7 978 170.0 661 130.4 978 170.0 677 117.3 978 170.0 680 97.8 978 170.0 680 83.8 978 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 160.7 927 170.0 684 131.9 927 166.5 708 117.2 927 159.1 699 105.5 927 156.3 696 87.9 927 156.3 695 75.4 927 54in 170.0 797 170.0 612 154.5 869 170.0 691 132.5 869 153.9 683 115.9 869 141.8 669 103.0 869 134.0 660 92.7 869 129.8 654 77.3 869 128.8 652 66.2 869 60in 143.2 746 153.8 634 119.4 746 '132.3 620 102.3 746 117.8 608 89.5 746 107.8 1 599 79.6 746 1 101.0 592 1 71.6 1 746 96.6 587 59.7 1 746 93.3 583 51.2 1 746 63 in 123.7 677 132.0 579 1 103.1 677 1113.2 566 88.4 677 100.4 555 77.3 677 91.4 1 546 68.7 677 1 85.2 ]276 61.9 677 81.0 534 51.6 677 77-0 529 44.2 677 C 66 in 107.6 617 114.1 530 89.7 617 97.6 519 76.9 617 86.3 509 67.3 617 78.3 500 59.8 617 72.653.8 617 68.7 489 44.8 617 64:4 483 38.4 617 t 72 in 82.9 518 87.1 450 69.1 518 74.2 440 59.2 518 65.2 432 51.8 518 58.8 425 46.1 518 54.241.4 518 50.7 414 34.5 518 46.6 408 29.6 518 r= 0 76 in 70.5 465 73.7 406 58.7 465 62.6 398 50.3 465 54.9 390 44.1 465 49.4 .384 39.2 465 45.335.2 465 42.2 374 29.4 465 38.3 367 25.2 465 78 in 65.2 441 68.0 387 54.3 441 57.7 379 46.6 441 50.6 372 40.8 441 45.4 366 36.2 441 41.632.6 441 38.7 356 27.2 441 34.9 349 23.3 441 90 in 42.4 332 43.8 295 35.4 332 37.0 289 30.3 332 32.3 284 26.5 332 28.8 280 23.6 332 26.1 21.2 332 24.1 272 17.7 332 21.3 266 15.2 332 96 in 3.5.0 291 35.9 260 29.1 291 30.3 256 25,0 291 26.4 252 21.9 291 23.5 248 19.4 291 21.317.5 291 19.5 241 14.6 291 17.1 236 12.5 291 108 in 24.6 230 25.1 208 20.5 230 21.1 205 17.5 230 18.3 201 15.4 230 16.2 198 III in 22.6 218 23.1 197 18.9 218 19.4 194 16.2 218 16.8 191 14.1 218 14.9 188 120in 17.9 187 18.2 170 14.9 187 15.3 167 TABLE 9B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3/16"Elco 1/4"Eloo 3116"DeWalt 1/4"DeWalt 5116"Elco 3/16"Elco 1/4"Elco 3116"DeWalt IK'DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Uitracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2.1/2" 1" 2-1/2" 1" 2-1/ Embedment(in): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-314" 2" 1-14' 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-11 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1): 3901bs 2901bs 450 lbs I 890 lbs 17101bs 630 lbs 220 lbs 870 lbs 1644lbs 270 Ibs 280 lbs 3541bs 740 lbs 230 lbs; 370 lbs 320 lbs 5801 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 480 lbs 700 lbs NIA N/A 320 lbs 1260 lbs 370 lbs N/A NIA N/A 380 lbs NIA N/A N/A 740 lbs, NIA NI) 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 780 lbs 780 lbs 680 lbs 1560 lbs 1 620 lbs 1260 lbs 440 lbs 1740 lbs 1896lbs 540 lbs 560 lbs WA 760 lbs 460 lbs 740 lbs 640 lbs 1160 3 Anchors @ 0.54"Min.O.C./U-Clip,into.100"Alum.(Fig.4): NIA WA N/A N/A N/A NIA N/A N/A N/A N/A NIA N/A N/A NIA N/A NIA N// 1 Anchor/F-Clip(Fig.5): 195 lbs 195 lbs 225 lbs 445 lbs 155 lbs. 315 lbs 110 lbs 435 Ibs 822 Ibs 135 lbs 140 lbs 177lbs 370 lbs 115 lbs, . 185 lbs 160 lbs 2901 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.6): 240 Ibs 350 lbs N1A N/A 160 lbs 630 lbs 165 lbs NIA I NIA I WA 190 lbs N/A NIA NIA 370 lbs_ N/A NN 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 INFORI • ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TAB LE10A Mullion Capacity Table(IbsIKZ) Opening Width(forvedically-spanning millions)orOpening Height(for horizcn16Ify-spanning mtillions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 1.25 X 326 Rectangular Traplrriang. Rectangular Trap/rriang. Rectangular Trap/rriang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular Trapliriang. Rectangular X.624 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading. Alum.Tube A A A a ? T - A T T A T ? ? 9 } T 5 T T T T T - T - T T T T Mullion " " ., -s .. W W N W W N W W 'N W W N W W N W W N W W N W W N W W N W W N W W N W W N W W N W W H W W N d O.y p. d.0 O. d.G d d.0 C. Ga G. 6d 0 W W W W G W W G W W G W U U v U U v U U-o U U v U U v U U v U U.W U U v U V v U U v U U v U U C C o` o` ii c y.. `o .� p•y_, ti.@ a ii 2 o fL o`o o o` E O[�- o 9. o o m o o �i o.l`,y�.,, o o O ri. o o p y o�y 15.9 o 6 0 .rj C m y C y a V m CU, 0�1 7 CUB •� U O' - N 5U O• N 1=.f Q �y V O• .2 V Q - N U Q' - V Q _ U O' N Y O' N fL.l Q 2G Q d a Q G S SS Q tr S a Q K c Q tr c Q g c Q¢ `L Q tr 42in 170.0 620 170.0 435 170.0 744 170.0 476 170-0 068 1 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 48in 170.0 708 170-0 524 170.0 060 170.0 504 170.0 992 170.0 630 170.0 1133 170.0 661 170-0 1275 170.0 677 170.0 1417 170.0 660 170.0 1700 170.0 680 169.7 1979 50.625in 170.0 747 170.0 563 170.0 096 170.0 631 170.0 1046 170.0 604 170.0 1195 170.0 723 170,0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 152.5 1677 54in 170.0 797 170.0 612 170.0 956 170-0 691 170.0 1116 170.0 754 170.0 1275 170.0 B03 170.0 1434 170.0 837 170.0 1594 170.0 856 166.4 1759 170.0 B61 134.1 1759 60in 170.0 685 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 161.1 1611 170.0 996 1145.0 1 1511 170.0 1033 1 120.8 1511 1 170.0 1063 103.6 1511 63in 170.0 1 930 170.0 745 170.0 1116 170.0 850 170-0 1302 170.0 940 156.6 1370 170.0 1015 1392 1370 170.0 1076 125.3 1370 164.0 1082 104.4 1370 155.9 1072 89.5 1370 C66in 170-0 974 170.0 789 170.0 1169 170.0 903 156.6 1248 170.0 1002 136.2 124E 158.6 1013 121.1 1248 147.1 1000 108.9 1246 139.0 989 90.8 1248 130.4 978 77.8 1246 m J 72in 167.6 1049 170.0 878 139.9 1049 150.2 692 119.9 1049 132.1 875 104.9 1049 119.1 860 93.2 1049 109.7 848 83.9 1049 102-7 838 69.9 1049 94.3 B26 59.9 1049 0 76in 142.7 941 149.1 622 118.9 941 126.8 805 101.9 941 111.2 791 89.2 941 100.0 777 79.3 941 91.7 766 71.4 941 1 05.5 757 59.6 941 77.6 744 51.0 941 3 78in 132.0 894 137.6 783 110.0 894 116.9 767 94.3 894 102.4 753 82.6 894 91.9 1 740 73.3 894 84.1 730 66.0 894 78.3 721 55.0 894 70.7 707 47-1 894 90in 85.9 671 88.7 596 71.6 671 74.9 585 1 61.4 671 65.3 575 53.7 671 1 58.2 566 47.7 671 52.9 558 43'.0 671 48.8 651 35.0 6.71 43,1 539 30.7 671 96 in 70.8 590 )`2.8 527 59.0 590 61.4 618 50.6 590 53.4 509 44.3 590 47.6 502 39.3 590 43.0 494 35.4 590 39-6 48B 29.5 590 34.7 477 25.3 590 108 in 49.7 466 50.8 421 41.4 466 42.8 414 36.5 466 37.1 400 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.6 382 17.8 466 111 in 45.8 441 46-7 400 38.2 441 39.3 393 32.7 441 34.1 387 28-6 441 30.2 382 25.4 441 27.2 376 22.9 441 24.9 372 19.1 441 21.5 363 16.4 441 120 in 36.3 378 36.9 344 30.2 378 31.0 339 25.9 378 26A 334 22.7 376 23.7 329 20.1 376 21.3 325 18.1 378 19.5 1 321 15.1 1378 16.7 314 144 in 21.0 262 21.2 242 17.5 262 17.8 239 15-0 262 15.3 236 TABLE10B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3/16"Elco 14'Elco 3116"DeWalt 1/4"DeWalt 5116"Elco 3/16"Elco 1/4"Elco 3116"DeWalt 1/4"DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance(in): 1" 2=1/2" 1" 2-1/2" 1" 2-1/2" 1" 1 2-1/2 3-1/8" 1" 2-1/2" 1" 2-112" 1" 2-1/2" 1" 1 2-1! Embedment(in): 1-314" 1-314" 1-314" 1-314" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/ 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1):1 390 lbs 390 lbs 450.Ibs 890 lbs 310 Ibs 630 lbs 220 lbs 870 Ibs 1644 lbs 270 lbs 280 lbs 354 lbs 740 lbs 230 lbs 370 lbs 320 lbs 5801 4 Anchors @ 1.16"Min.O.C./Standard(or Offset)Clip(Fig.2):1 480 lbs 700 lbs WA NIA 320 lbs 1260 lbs 370 lbs N/A N/A WA 380 lbs WA WA N/A 740 lbs NIA Wi 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips I(Fig.3):1 780 lbs 780 Ibs 680lbs 1560 lbs 620 lbs 1260 lbs 440 lbs 1740 lbs 1896 lbs 540 lbs 560 lbs- NIA 760 lbs 460 lbs 740 lbs 640 lbs 1160 3 Anchors @ 0.54"Min.O.C./U-Clip,Into.100"Alum.(Fig.4): N/A WA WA N/A NIA NIA WA N/A WA NIA WA WA WA NIA N/A NIA Nh 1 Anchor/F-Clip(Fig.5):1 195lbs 195Ibs 225Ibs 445lbs 155lbs 315Ibs 110 lbs 435 lbs- 822Ibs 135 Ibs 140 lbs IT7lbs 370 lbs 115Ibs 185 lbs 160 lbs 2901 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.6):1 240Ibs 350lbs WA N/A 160lbs 630lbs 185 lbs N/A NIA WA 190 lbs WA WA N/A 370 lbs WA N/! 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 INFORMAL ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 11A Mullion Capacity Table Qbslfe) Opening Width(for vertically-spanning mullions)orOpening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 14( 125 X 3.94 Rectangular Trap/Triang. I Rectangular Trap/t-riang. Rectangular Trap/Triang. Rectangular Trap/rriang. Rectangular Traplrriang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular X.624 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum.Tube Z Z, Z, Z. �W _pW u0. 0.a0. 'U o o uN n u- u a a 'i p W N 'o o uMullion 0.a 0. 0. W W W N W W N W WW W N W W W mm 0. 0..0 0. Cm 0. n-0 0. W W G }Wo>W W G W W G W W G W W G W W G W W G U U © U U U U v U U U U U U v U U v U U -p U U v U U U U v U U v U U v U U y U U v U � .0 � � •� t 7 � r•7 = .0 7 .0 a C .0 � C � t � C� L W C .0 � C � L � C L � Q rY G V © ' C W 7 C O 7 .0 C mCoy O 0 a Co. W 7 p C O O a C O C O 0 uC� W y u © .WO C is G Q rz ...i Q tr G Q 2 G < G Q 42in T 170.0 620 170.0 436 170,0 744 170.0 478 170.0 866 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 48in 170.0 708 1 170-0 524 170.0 850 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170-0 680 170.0 1700 170-0 680 170.0 1983 50.625in 170.0 747 170.0 563 170-0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170-0 764 170-0 1275 170.0 B03 170.0 1434 170-0 837 170.0 1594 170.0 656 170,0 1913 170.0 661 170.0 2231 60in 170.0 885 170,0 701 170.0 1063 170-0 797 170.0 1240 170.0 878 170.0 1417 170-0 1 944 170-0 1594 170.0 996 170.0 1771 170.0 1033 1 170-0 2125 1 170.0 1063 148.3 2163 63in 170.0 930 170.0 745 170.0 1116 170-0 860 170.0 1302 170.0 940 1 170.0 146E 170.0 1016 170.0 1673 170.0 1076 170.0 1659 1 170.0 1122 156.9 2060 1 170.0 1169 134-5 2060 t C 66in 170.0 974 170.0 789 17D.0 1169 170-D 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 143.0 1966 170.0 1275 122-6 1966 °1 72in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 154-1 1734 170.0 1315 138.7 1734 169.8 1386 115.6 1734 155.9 1364 99,1 1734 J 0 76in 170.0 1122 170.0 937 170.0 1346 170.0 1080 168.5 1556 170-0 1209 147.4 1556 165 2 1285 131.1 1556 151.6 1266 117.9 1656 141-3 1251 98.3 1556 128.3 1229 84.2 1656 78in 170.0 1161 17D.0 967 170.0 1381 170.0 1116 155.9 1477 169.3 1245 136.4 1477 152-0 1224 1212 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 77-9 1477 so in 142.0 1110 146.5 986 118.4 1110 123.9 968 101.6 111D 107.9 951 88.6 1110 96.3 936 78.9 1110 87.5 922 71.0 1110 80.7 910 59.2 111D 71.3 891 50.7 1110 96in 117-0 975 120.3 872 97.5 976 101.6 856 83.6 975 88.3 842 73,2 975 78.5 829 65.0 976 71.2 817 58.6 975 65.4 807 48.8 975 57.4 789 41.8 975 108in 82.2 771 84-0 696 613.5 771 70.7 685 56.7 771 61.3 674 51.4 771 54.3 664 45.7 771 49.0 655 41.1 771 44.9 647 34.3 771 38.9 632 29.4 771 Ill in 75.7 730 77-3 661 63.1 730 65.0 650 11 54.1 1 730 56.3 640 47.3 730 49-9 631 42.1 730 45.0 622 37.9 730 1 41.1 614 31.5 730 35.6 1 600 27.0 730 120in 69.9 624 61.0 569 49.9 624 51.2 660 42.8 624 44.3 552 37.6 624 39.2 1 544 33-3 624 35.3 537 30.0 624 32.2 531 25.0 624 2T7 519 21.4 624 144 in 34.7 433 35A 400 28.9 433 29.4 395 24.8 1 433 25.4 390 21.7 433 22.4 385 19.3 1 433 20.0 381 17.3 433 16.2 376 TABLE 11 B Substrate: 2.7k Concrete 3k Concrete 3-5k Conc. Hollow CMU Anchor AnchorType 3116"Elco 114"Elco 3116'DeWalt 1/4"DeWalt 5/16"Elco 3116"Elco 114"Elco 3116"DeWalt 114'DeWal Capacity Ullracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance Qn): V 2-1/2' 1" 2.4/2' 1" 2-112" 1" 27112' 3-1/8" 1" 21/2' 1" 2-1/2' 1" 2-1/2' 1" 2-1 Embedment Qny 1-3(4" 1.3/4" 13/4" 1-W r 1-3/4" 1314" 1.3/4" 13/4" 2" 1-1/4" 1-114" 1-114" 1-114" 1-1/4" 1-1/4" 1-114" 1-1 2 Anchors @ 4.75"Min.O.C./Standard or Offset Cllp(Flg,1): 390 Ibs 390 It>s 450 Ibs 890 Ibs f 310 Ibs 630 Ibs 220 Ibs 870 Ibs 1644 Ibs 270 Ibs 280 lbs 354 Ibs 740 Ibs 230 Ibs 370 Ibs 32016s 580 4Anchors @ 1.15'Min.O.C./Standard(or Offset)Clip(Fig.2y 480lbs 700lbs N/A N/A 320 Ibs 1260lbs 370 Ibs NIA N/A N/A 380 Ibs N/A NIA NIA 740lbs N/A N. 4 Anchors @ 3"Min.O.C./(2)W Angle Clips/(Fig.3): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 620 Ibs 12601bs 440 Ibs 1740 Ibs 16%Ibs 540 Ibs 560 Ibs N/A 760 Ibs 460 Ibs 740 Ibs 6401bs 116( 4 Anchors @ 0.54"MIn.O.C,/U-Clip•Into-100"Alum-(FIE4): N/A N/A N/A NIA N/A NIA WA NIA N/A NIA N/A NIA NIA N/A NIA N/A K 1 Anchor!F-Cllp(Fig.5yj 1951bs 195 Ibs 225 Ibs 445lbs 155 Ibs 3151bs 110 Ibs 435 Ibs 822 Ibs 135lbs 140 Ibs 177lbs 370 Ibs 115lbs 185lbs 160lbs 290. 2Anchors @ 1.15"Min.O.C-/F-Clip(Flg-6YI 240lbs 350lbs N/A N/A 160Ibs 6301bs 185Ibs NIA N/A N/A 190Ibs N/A WA N/A 370Ibs NIA N. 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 I I TABLE 12A Mullion Capacity Table(lbstle) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanl>tng mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 In Rectangular TraplTriang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Re 2 x 4 x.26 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading I Alum.Tube _ _ Z' a _ Z' � � � z^ Mullion lUO N cc V V U •C1 U U V ( V •U V (1 •U U (7 V / V V / O U V NVp V V (V V 0 G d� d O.= O. O. O. C..� G O.S7_" �, 6._NO 0. G L O. I].._NO O. d.`_O' M G.`n' a C CL a C. G c3 �� c3 c`4 � UN civ 0 0 tip a r5 0 8 .0 a 0 o 0 8 , 8 c'3 .. 8 8 -. 3 Q.. ci ,� c� c N o rr N o c� v o v n v cLi v t c'GcGi 9 o u Q �4 v GnG •v cLi Cr � c QtY �c Q � �c QD: � 'g �tX zaa Qtr �c Q � � � < 03 � c � � Sit Mc Q0: :E � I, Ec ¢W aLY � � cK 2 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 1 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 17( 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 17( 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 17( 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 17( 60in 170.01 885 170.0 701 170.0 1063 170.0 797 170.0 1240 1 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 17( 63in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 16( 66in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 '170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 151 d72in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.E 2184 170.0 1488 12d J 76in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.6 1960 170.0 1505 123.8 1960 161.6 1548 10f 7 g 78in 170.0 1151 170.0 967 170.0 1381 170.0 1116 1 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1474 137.4 1861 163.1 1500 114.5 1861 147.3 1473 98 90in 170.0 1328 170.0 1144 149.1 1398 156.0 1219 127.8 1398 136.0 1198 111.8 1398 121.3 1179 99.4 1398 110.2 1162 89.5 1398 101.6 1147 74.5 1398 89.8 1122 63 96in 147.4 1229 151.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1061 92. 1229 98.9 1044 81.9 1229 89.6 1029 73.7 11229 82.4 1016 61.4 1229 72.2 993 52 108in 103.5 971 105.8 877 86.3 971 89.0 862 74.0 971 77.2 849 64.7 971 68.4 837 57.5 971 61.8 825 51.8 971 56.5 815 43.1 971 49.0 796 37 Min 95.4 919 97.3 832 79.5 919 81.9 819 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 1201n 75.5 786 76.8 716 62.9 1 786 64.5 705 53.9 786 55.8 695 47.2 786 49.4 686 41.9. 786 44.4 677 37.7 786 40.5 668 31.5 786 34.9 653 27 144in 43.7 546 44.2 504 36.4 546 37.0 498 31.2 54631.9 491 27.3, 546 28.2 485 24.3 546 25.3 479 21.8 546 22.9 474 18.2 546 1 19.5 464 15 TABLE12B Substrate: 27k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor AnctrorType: 3116"Elco 114"Elco 3(16'DeWall 114"DeWalt 5/16"Elco 3/16"Elco 1/4"Elco 3116,DeWalt 114'De Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultras abs) Edge Distance pn): 1" 2-1/Z' 1" 2-1/2' 1" 2-1/2" 1" 2-1/2' 3-1/8" 1" Embedment(ln): 1-3/4" 1.N4" 1-314" I-W" 1-314" 1-3/4" 1.3/4" 1-314" 2" 1-1/4" 1-114" 1-1/4" 1-114" 1-114" 1-1l4" 1-114, 2 Anchors @ 4.75"Min.O.C./Standard or Olfsel Clip(Fig.1&2).l 390 Ibs 390 lbs 450 lbs 690 lbs 310 Ibs 630 lbs 2 20 Ibs 670 lbs 1644 lbs 270 Ibs 280 Ihs 354 Ibs 740 lbs 230 lbs 370 Ibs 320lbs 4 Anchors @ 2.68"Min.O.C./Standard(or Oliset)Cllp(Fig.3): 740 lbs 740 lbs 630 lbs 1485 lbs 620 lbs 1260 lbs 430 lbs 1730 lbs 1424 lbs N/A 560 lbs NIA 6951bs 425 lbs 740 Ibs 5751bs 6Anchors @ 1.71"Min.O.C./Standard(or Offset)Clip(Fig.4): 885lbs 050lb 755lbs 1946lbs 705lbs 1890lbs 608 lbs 2558 lbs NIA WA 705lbs N/A 7991bs 506lbs 1110 lbs 619lbs 4 Anchors @ 3"Mln.O.C./(2)2x5 Angle Clips/(Fig.5): 780 lbs 76 bs 680 lbs 1560 lbs 620 Ibs 12601bs 440 lbs. 1740 Ibs 1896 lbs- 540 lbs 560 lbs NIA 760lbs 460 lbs 740 Ibs 640lbs 6 Anchors @ 3"Min.O.C./(2)2(5 Angle Clips/(Fig.6): 1170 lbs 1170 Ibs 1020lbs 2340 lbs 930 lbs 1B90Ib8 660 lbs 2610 lbs 2844.lbs 81 bs 840lbs NIA 1140 Ibs 690 lbs 1110 lbs 960Ibs 3 Anchors @ 1.34"Mln.O_C./U-Clip,Inlo.125"Alum.(Fig.7): NIA NIA NIA N/A N/A NIA N/A N/A NIA WA N/A NIA WA N/A WA N/A 6 Anchors @ 0.64"Min.O.C./U-Clip,into.125"Alum.(Fig.8). N/A NIA NIA N/A I N/A N/A WA NIA N/A N/A NIA NIA WA N/A WA NIA 2Anchors @ 2.68"Min.O.C./F-Clip(Fig.9): 3-70 Ibs 370 Ibs 315 lbs 743 lbs 310 lbs 6301bs 215 lbs 865 lbs 712lbs WA 280 lbs N/A 348 Ibs 2131bs 370lbs 2881bs 3 Anchors @ 1.71"Min.O.C./F-Clip(Fig.IOYJ 443 lbs 1 525 Ibs 379 lbs 973 Ibs 353 lbs 945 Ibs 304 lbs 1279 lbs NIA NIA 353 lbs NIA 399 Ibs 1 253 lbs 555 Ibs 3091bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: CIRCLED VALUES ARE USED IN THE EXAMPLE Of o 11 FZT - � 1 0 h 11 -e-1 19 11 TABLE NOTES: TABLE 13A Mullion Capacity Table lbse Opening Width(for verticalty-spatlrting m0ions)or Opening Haight(for horimrda*sparlrling mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangtar Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Tiap/Tdang. Raclan( 2 x 6 x.26 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loads Alum.Tube Z. z. a 2. 2: a a 2� 2^ a 2� Z. r a 'Z a' 'a 'a 'a3 'g ku�. uuMullion n $ n n a n� n o � uan 'ztn:r a a8 uan � '0u6W W W W W W W W CL0 L) a c) U 0 0o v v � v L) _ c00 c� _ c>a c� _ c� a U _ L) � 0 0a 0_ 0-0 U _ Q-0 0 Q-0 0 _ 0o c) .S�N L CIA C L ? C r C L O O Y" L O L O i' ,G a Q C t O i' < V 7 O 7 u 0 7 y Q C m y O y 7 y iJ 5 C 5 y iS j y j y j 1 y j~ y j d` tr � A d` � d`� GG d`� zG a � � � �� d� � � dccc 2 <0: �� d`� z�G dcr �� �tY d d` � � do �� 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 50.625In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 54in 170.0 797 170.0 612 170.0 9% 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 60in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1 1771 170.0 1033 170.0 2125 170.0 1063 170.0 63in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 c 661n 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 m c 72in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1408 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 J 761n 170.0 1122 170.0d1232 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1829 170.0 7 781n 170.0 1151 170.0170.0 1381 170.0 1116 170.0 1611 170.0 1250r70. 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 1700 170.0 90in 170.0 1328 170.0170.0 1594 170.0 1328 170.0 1859 170.0 1498 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2656 170.0 1918 170.0 3188 170.0 2125 156.0 961n 170.0 1417 170.0170.0 1700 170.0 1434 170.0 1983 170.0 1622 2267 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 160.0 3109 170.0 2338 137.1 1081n 170.0 1594 170.0170.0 1913 170.0 1647 170.0 2231 170.0 1870 2550 170.0 2078 164.8 2781 170.0 2271 148.3 2781 161.9 2333 123.6 2781 140.4 2281 105.9 ill in 170.0 1638 170.0 1454 170.0 1966 170.0 1700 170.0 2293 170.0 1932 2621 170.0 2149 151.8 2632 162.3 2245 136.6 2632 148.4 2216 113.8 2632 128.4 2166 97.6 1201n 170.0 1771 170.0w 2125 170.0 1859 154.4 2252 159.9 1991 2252 141.4 1984 120.1 2252 127.2 1938 108.1 2252 118.1 1915 90.1 2252 99.8 1872 77.2 1441n 125.1 1564 126.6 1564 106.1 1425 89.4 1584 91.5 1407 78.2 1564 60.7 1390 69.5 1564 72.3 1373 62.6 1564 65.7 1358 52.1 1564 56.0 1330 44.7 TABLE13B SutWralo: 2.7k Concrete 3k Concrete 3.5k Cono. Hollow CMU Anchor Anchor Type: 3/16'Elco 1/4'Elco 31161 DeWalt 1/4'DeWalt 5116'Elco 3116"Elco 1/4'Elco 3/16'DeWalt 1/4'DeWalt Capacity YP I.Atracon Ultracon lltraconf Ultracon• Ultracon Ultracon Ultracon Ultracona Utlracon♦ (lbs) Edge Distance(in): 1' 2-1/2- 11 2-1rr 1. 2.1/2• 1. 2-1/r 3-1/8' 1- 2-itr 1- 2-1n• r 2-1/2' 1' 2.1/ Embedmonl(in): 1-3/4" 1.3/4' 1-314' 1.314' 1-3/4' 1-3/4" 1-3/4" 1314' 2' 1-1/4" 1-1/4" 1.114" 1-1/4' 1-1/4" 1-1/4' 1-1/4' 1-1/ 2 Anchors @ 4.7:i Mina O.C./Standard or OiSel Clip(Fig. 182): 390lbs 3901bs 450lbs 890 Ibs 310Ibs 63016s 226 Ibs e70 Ibs 1644 Ibs 270lbs 280 Ibs 354 Ibs 7401bs 2301bs 370 Ibs 320 Ibs 580 4 Anchors @ 4.6W Min.O.C./Standard(or Offset)Clip(Fig.3): 7801bs 780 lbs 900lbs 1780 Ibs 6201bs 1260 Ibs 440 Its 1740 Ibs 32321bs 540lbs 5W Ibs 708lbs 1480 Ibs 460lbs 740 Ibs 640 Ibs 1160 0 Anchors @ 1.71'Alin.O.C./Standard(or Offset)Gip(Fig.4): 1180 Ibs 1400 Ibs 1010 Ibs 2595 Ibs 940 Ibs 2520 Ibs 810 Ibs 3410 Ibs WA WA 940 Ibs WA 1065 Ibs 675 Ibs 1480 Ibs 825 Ibs 1976 4 Anchors @ 3'Min.O.C./(2)2x5 Angie Gips/(Fig.5): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 620 Ibs 1260 Ibs 440 Ibs 1740 Ibs 1896 Ibs 540 Ibs 560 Ibs WA 760 Ibs 460 Ibs 740 Ibs 640 Ibs 1160 8 Anchors @ 3'Min.O.C.I(2)2x5 Angle Clips/(Fig.6): 1560 Ibs 1560 Ibs 1360 Ibs 3120 Ibs 1240 Ibs 2520 Ibs 880 Ibs 3480 Ibs 3792 Ibs 1080 Ibs 1120 Ibs WA 1520 Ibs 920 Ibs 1480 Ibs 1280 Ibs 2320 12 Anchors @ 1.5'Min.O.C./(2)2x5 Angle Clips/(Fig.7): 1660 Ibs 2100 lbs 1440 lbs 3700 Ibs 1260 Ibs 3780 Ibs 1200Ibs 5100 Ibs WA WA 1320 lbs WA 1500 Ibs 960 Iba 2220 Ibs 1140 Ibs 2880 4 Anchors @ 1.34-Min.O.C./U-Clip,Into.125'Alum.(Fig.8): WA WA WA WA WA WA WA NIA WA WA WA WA WA N/A WA 8 Anchors @ 0.64'Min.O.C./U-Clip,Into.125'Alum.(Fig.9): N/A WA WA WA N/A WA WA WA WA WA NIA WA WA N/A WA WA W, 2 Anchors @ 4.68'Min.O.C./F-Up(Fig.10): 3901bs 3901bs 450 Ibs 89O Ibs 3101hs 6301bs �405 20 Ibs 870 Ibs 18181bs 270 tbs 280 Ibs 354 Ibs 7401bs 230 Ibs 370 lbs 320 Ibs 580 4 Anchors @ 1.71'Min.O.C./F•C11p(Fig. 11): 5901bs 7001bs SOS Ibs 1298 Its 470 Ibs 1260 Ibs Ibs 17051bs WA WA 470 Ibs WA 5331bs 3381bs 740 Ibs 4131bs 985 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: FIGURER- Flr I IRF A• Flrr 1pr= in• crrr roc i i. TABLE 14A Mullion Capacity Table Ibs/fta) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions). 50 in 60,in 70 in 80 in 90 in 100 in 120 in Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trapffnang. Rectangular Trap/7nang. ea an 1.26"X 2.11" Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Load x.125"Alum 'c3 -� o 0 �om � - gm.c �bm .zcco• P o o c n _ o�O. co a .; o m i ma aemTube MUIIa bb v 8 L) C o � =U T o a n p'' =G o a, = n Cr - o o' y c'Ci o Cry cti v c'Ci O' y chi•cr y GG 7 y q 7 n G y 7 GG j a C N ' W ,p Q � � a � lY � c �.N 421n 144.2 526 167.0 428 120.2 526 148.9 419 103.0 526 138.9 414 90.1 526 134.6 411 80.1 526 134.1 411 72.1 526 134.1 411 60.1 526 134.1 411 61.5 48 in 96.6 403 108.0 333 80.5 403 94.7 325 69.0 403 86A 320 60.4 403 81.4 317 63.7 403 79.1 315 48.3 403 78.6 314 40.3 403 78.6 314 34.5 50.625 in 62.3 362 91.0 301 68.6 362 79.3 294 56.8 362 71.9 289 51.5 362 67.2 286 45.7 362 64.6 284 41.2 362 63.6 283 34.3 362 63.5 283 29.4 w 54 in 67.8 318 74.1 267 56.5 318 64.2 261 48.5 318 57.7 256 42.4 318 53.5 253 37.7 318 50.8 250 33.9 .318 49.5 249 28.3 318 49.1 248 24.2 C 60 in 49.5 258 63.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 258 34.9 204 24.7 258 33.4 203 20.6 258 32.2 201 17.7 a> J 63 in 42.7 234 45.6 200 35.6 234 39.1 195 r20.4 234 34.7 192 26.7 234 31.6 189 23.7 234 29.4 186 21;4 234 28.0 184 17.8 234 26,6 183 15,3 3 65 in 37.2 213 39.4 183 31.0 213 33.7 179 213 29.8 176 23.2 213 27.0 173 20.6 213 25.1 170 18.6 213 23.7 169 15.5 213 22.2 167 13.3 72 in 28.6 179 30.1 155 23.9 179 25.6 152 179 22,5 149 17.9 179 263 147 15.9 179 18.7 145 76 in 24.3 161 25.4 140 20.3 161 21.6 137 161 19.0 135 15.2 161 17.0 133 78 1n 22.5 152 23.5 133 18,8 152 19.9 131 152 17.5 126 TABLE14B Substrate: 2.7k Concrete A Concrete 3.5k Cone. Hollow CMU Anchor 3/16"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt 5/16"Elco 3/16"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt Anchor Type:Capacity Ultracon Ultracon Ultracon+ Ultra6on+ Ultracon Ultracon Ultracbn Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2-112" 4�gs 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-112' Embedment(in): 1-3/4" 13/4" 13/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1l4" 1-114' 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.1): 780 Ibs 7801bs 680 Ibs 1560lbs 620 Ibs 1260 Ibs 1 1896 Ibs 540 Ibs 560 Ibs N/A 760 Ibs 460 Ibs 740 Ibs 640lbs 116011 TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION OP SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE SHE F® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEE FIGURES SHOW SI1GC FSTFD APPRf WIMATF unl K I nr1AT1nn1e TABLE15A Mullion Capacity Table(Ibsfft2) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 In 60 in 70 in 80 In 90 in 100 in 120 in Rectangular Trap/Triang. Rectangular Trap/Triang. Illeoftrap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular TraplTdang. Rectangular Trap/Triang, Rectang, 3.26"30 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadin DEG.AL _ _ _BAY MULL m W n m m y o n o min o U v 0 8 n 2 n a s '� l0 (9 W fC N W M M M N ca M M l0 N M lV N W M N M m m m m e m cp G m m e a is m me m i i c ba n m m m m e n a c n n av cc O a� o o � � O a c�� ci v o v vG c>v V yvc`� ii `is ° t 29 2 s a o5Ut UU' O O' U iY y U Cr �j UG Q N U or N U Cr jn U Cr� �� � a ¢� �a9 2c Q � �c Qtr �c ¢� �c �tr �c tC � c � � 75 2c - 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170,0 521 170.0 1488 170.0 521 170.0 1 48 in 170.0 708 170.0 624 170.0 856 170.0 684 170.0 992 170.0 630 170.0 1133 1 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1622 170.0 680 136.5 1 50.625in 170.0 747 170.0 563 170.0 896 176.6 631 170.0 1046 170.0 684 170.0 1195 1 170.0 723 170.0 1346 170.0 747 164.2 1443 170.0 756 136.9 1443 170.0 756 117.3 1 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 1701.0 837 144.3 1353 170.0 856 120.3 1353 170.0 861 103.1 1 60in 170.0 885 170.0 701 170.0 1063 170.0 797 167.0 1218 170.0 878 146.1 1218 170.0 944 129.91 1218 159.8 936 116.9 1218 152.1 924 97.4 1218 146.1 913 83.5 1 63in 170.0 930 170.0 745 170.0 1116 170.0 850 150.2 1160 168.8 933 131.4 1150 153.0 914 116.8 1150 141.9 698 105.1 1150 134.2 885 87.6 1150 126.7 871 75.1 1 66in 170.0 974 170.0 789 152.4 1048 165.8 .881 130.6 1048 146.6 864 114.3 1048 133.1 850 101.6 1048 123,.4 839 91.4 1048 116.6 830 76.2 1048 109.4 821 65.3 1 m72in 140.8 880 147.9 764 117.4 880 126.0 748 100.6 880 110.8 734 88.0 880 100.0 722 78.2 880 92.0 712 70.4 880 86.2 703 58.7 880 79.2 693 50.3 J 76in 119.7 790 125.1 690 99.8 790 106.4 676 85.5 790 93.3 663 74.8 790 83.9 652 66.5 790 76.9 643 59.9 790 71.7 635 49.9 790 65.1 624 42.8 78 in 110.8 750 115.5 657 92.3 750 98.1 644 79.1 750 85.9 632 69.2 750 1 77.1 621 61.5 750 70.6 612 55.4 750 66.7 605 46.2 750 59.4 594 39.6 90 in 72.1 563 74.4 500 60.1 563 62.9 491 1 51.5 563 54.8 483 45.1 563 48.9 475 40.1 563 44.4 468 36.1 563 40.9 462 30.0 S63 36,2 452 25.8 96in 59.4 495 61.1 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 108in 41,7 391 42.6 353 34.8 391 35.9 348 29.8 391 31.1 342 26.1 391 27.6 337 23.2 391 24.9 333 20.9 391 22.8 328 17.4 391 19.7 321 14.9 111 in 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.8 316 19.2 370 20,9 312 16.0 370 18.1 305 120in 30.4 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 280 19.0 317 19.9 276 16.9 317 17.9 273 144 in 17,61 220 17.8 203 TABLE15B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor-Type: 3/16"Elco 1/4'Elco 3116"DeWalt 1/4"DeWalt 5/16"Elco 3116"Elco 1/4"Elco 3116"DeWalt 114"DeWalt Capacity ype: Ultracon Ultracon Ultracon+ Ultracon4 Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" Eli' 2-1/2" 1" 21/2" 3 1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-112" 1" 2-1/2'Embedment(in): 1-314" 1-314" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-114" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4' 2Anchors @ 5"Min.O.C./(2)2x5 Angle Clips'/(Fig.1): 390(bs 3901bs 450 Iba 89D ibs 31D Ibs 6301bs 220 Ibs 870 Ibs 1700 Ibs 2701bs 2801bs 354 Ibs 7401bs 230 Ibs 370 Ibs 32D Ibs 580 Ib 4 Anchors @ 3.5"Min.O.C./(2)2x5 Angle Clips/(Fig.2): 7801bs 780 Ibs 790 lbs 1670 Ibs 620 Ibs 1260 Ibs 440 Ibs 1740 Ibs 2525 Ibs 540 Ibs 560 Ibs N/A 1120lbs 460 Ibs 740 Ibs 640 Ibs 116011 6 Anchors @ 2.71"Min.O.C./(2)2x5 Angle Clips/(Fig.3):1 1120 Ibs 11120 lbs I 958 Ibs 2246 Ibs 930 Ibs 1890 Ibs 648 Ibs 2596 Ibs 2254 Ibs N/A 8401bs N/A 1059 Ibs 646 Ibs 1110 Ibs 879 Ibs 167811 FIGURE 1: TABLE NOTES: 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. TABLE 16A Mullion Capacity Table Ibstle Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 In 80 in 90 in 100 in 120 in Rectangular Trap/Tdang. Rectangular Trap/Tdang. F Rectangular. Trap/Tdang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular TraplTriang. Rectangular Trap/Triang. Rectanc 3.26"46 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadir DEG.AL G. ;a _ A� A � A. _ � Z._ BAY MULL O_NO 2 IZ ypZZ, l0 m m G d G p L n A N N cU0 N A N N W N N N N N V N N N N N N N N N N O O A ci a n c a a o c o n`>� a a �' a n o a a� a a n o MA a ff UmcV c U� U _ Uy U U U U'o U Uv U U-p Q Up U Uv U O _ O l7. O. _ _ N E C C� O O N C N (� C N CO C N m C,(}�. �_ C N L C N am. C N CC N U i? t Nt 7 _ C'' t �. O �C .' ppp O m O O �V, O ,�C U [T G ,Cm Q� Q� �c ¢ a �c Q� �c � � �c �� �c Q�C �c Q� Q� j 42 in 170.0 620 170,0 435 170.0 744 170.0 478 5076 170.0 868 170.0170.0 992 170.0 519 170,0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 481n 170.0 708 170.0 524 170.0 850 170.0 504 170.0 992 170.0 630 170.0 i133 1 170,0 661 170.0 1275 170.0 677 170.0 1417 1 170.0 680 163.7 1637 170.0 680 14U 50.625in 170.0 747 170,0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 1 170.0 756 147.1 1552 170.0 756 126.1 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 837 155.2 1455 1 170.0 856 129.3 1455 170.0 861 110.8 60 in 170.0 885 170.0 701 170.0 1063 170,0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0 996 125.7 1309 163.5 994 104.8 1309 157.1 982 89.8 63 in 170.0 930 170.0 745 170.0 11% 170.0 $50 162.9 1247 170.0 940 142.5 1247 164.5 983 126.7 1:Z47 152.6 965 114.6 1247 144.3 952 95.0 1247 136.2 936 81.4 s 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 148.4 1190 163.7 9.65 129.9 1190 147.9 945 115.4 1190 138.5 928 103.9 1190 128.4 914 86.6 1190 119.5 896 74.2 a� m 72 in 161.E 1010 169.8 877 134.7 1010 144.E 859 115.4 1010 127.2 842 101.0 1010 114.7 828 89.8 1010 105.6 817 80.8 1010 98.9 807 67.3 1010 90.8 795 57.7 J 76in 137.4 906 143.6 792 114.5 905 122.0 775 98,1 906 107.1 761 85.9 9D6 96.2 749 76.3 906 88.2 738 68.7 906 82.3 729 57.3 906 74.7 716 49.1 a 78in 127.1 861 132.5 754 105.9 861 112.5 738 90.8 861 98.6 725 79.4 861 88.5 713 70.6 861 81.0 703 63.6 861 75.4 694 53.0 861 68.1 681 45.4 90in 82.7 646 85,4 574 68.9 646 72.1 564 59.1 646 62.9 554 51.7 646 56.1 545 46.0 646 50.9 537 41.4 646 47.0 530 34.5 646 41.5 519 29.5 96in 68.2 568 70.1 508 56.8 568 59.1 499 48.7 568 51.4 491 42.6 568 1 45.8 483 37.9 568 41.4 476 34.1 568 38.1 470 28.4 568 33.4 459 24.3 108 in. 47.9 449 48.9 405 39.9 449 41.2 399 34.2 449 35.7 393 29.9 1 449 31.7 387 26.6 449 28.6 382 23.9 449 26.1 377 20.0 449 22.7 368 17.1 III in 44.1 425 45.0 385 36.8 425 37.9 379 1 31.5 425 32.8 373 1 27.6 1 425 29.1 367 24.6 425 28.2 362 22.1 425 24.0 368 '18.4 425 20.7 350 15.8 120 in 34.9 364 35.5 331 29.1 364 2.9.8 326 24.9 364 25.8 321 21.8 364 22.8 317 19.4 364 20.5 313 17.5 364 18.7 309 144in 20.2 253 20.4 233 16.8 253 1 17.1 230 TABLE16B Substrate: 2.7k Concreto 3k Concrete 3.5k Conc. Hollow CMU Anchor AnchorT 3116"Elco 1/4"Elco 3116"DeWalt 1/4"DeWalt 5/16"Elco 3/16"Elco 1!4"Elco 3/16"DeWalt 1/4"DeWalt Capacity Yam' Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 21/2" 1" 2-1/2" 1" 2-1/: Embedment(in): 1-314' 1-314" 1-3/4" 1-3/4" 1-314" 1-3/4" 1-3 " 1-3/4" 2" 1-1/4" 2 Anchors @ 5"Min_O.C./(2)2x5 Angle Clips/(Fig.1): 390!bs 390 Ibs 45D Ibs 89D Ibs 310 Ibs 63D Ibs �K�lis 870 Ibs 170 354 Ibs 740 Ibs4Anchors @ 3.5"Min.O,C./(2)2x5 Angle Clips/(Fig.2): 7801bs 780 Ibs 790 Ibs 1670 Ibs 62D Ibs 1260 Ibs s 1740 Ibs 2525{bs 5401bs 560 Ibs6 Anchors @ 2.71"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 112D Ibs 1120 Ibs 956 Ibs 2246 Ibs 930 Ibs 1890Ibs s 2598 Ibs 2254 Ibs N/A 840 Ibs N/A 1059 Ibs 648 Ibs 1110 Ibs 879 Ibs 1678 FIGURE 1: TABLE NOTES: © ° 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. i-1.000"--I --1 1.000" � -� 1.000" I--- --j 1.000" f- --1 1.000" �- .125" .125" .125" 2. of, 2.750" .125" 3.125" 2..000" 2.000" .125" Lr .375" .375" D.5010" I 1' X 2"X.125"MULLION 1"X 2"X.375"MULLION 1"X 2.75"X.375"MULLION 1"X 2.75"X.650"MULLION 1"X 3.125"X.5"MULLION 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION 125" STANDARD limSTANDARD CLIP 1 6063-T6 ALUM. LO6 LE CLIP 2.000' X-SECTION I 2.125" 6 ALUM. U-CLIP 2.000" CTION 1 6063-T6 ALUM. 125 X-SECTION .125' rL .125"j- I .740 r6 5.500" _375" CUT HERETO .375" _CREATE F-CLIP,SEE MIN. 5.000" MIN. ' DETAIL F,SHEET4 .375"MIN.- -------- - .338"MIN. L- _____J 1 L---- 1 A A I U-CLIP A H J 6063-T6ALUM. L- ----------- -----� 2> TOPVIEW 6 L_ STANDARD CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY.SEE SHEETS 5-18 FOR THE CENTER OF ANCHOR MOLE MUST LIE TOPVIEW 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.SEE DIAMETER:ANCHOR DIAMETER+1116", SHEETS 5-17 FOR THE ANCHOR O.C. TABLE B DISTANCE.MAXIMUM PGT Part It 5.500" ANCHOR HOLE .375" Mull Dimension (sheet#) .375" MIN DIAMETER:ANCHOR ;;; Std. Clip Offset Clip U-Clip A MIN. DIAMETER+1/16". 1"X 2"X.125" (5) 66605 666113M 6661118M 666243M -----``-----I--------__---; 1"X 2"X.375" (6) 666006 666114M 6661119M I 666244M --1 1.000" f-- --1 1.000" r- -1.062° .740" .063' .385" .062" I -�-{ .125" .062" I ' .438" I I 4.000" 4.000" 4•Q00" 2 625 2.000 •125" STANDARD CLIP 6063-T6 ALUM. I 2.125" 125" X-SECTION U I I 6063-TI .125"' .125" 1251' X-SE, .031"I f-- L I .125"� .125' J CENTER OF ANCH .375" 155 375„ DASHED BOUNDA ANCHOR O.0 „ „ „ J HOLE DIAMEI 1"X 4"X.125" 1 X 4' X.375 1 X 4' X.375' 500" MULLION MULLION "T"-MULLION 5. 6063-T6 ALUM. 100 6063-T6 ALUM. 6063-T6 ALUM. I IIIII 3.15" IIIICIIII UT HER-E-TO---IIIIIIIIf '375" X-SECTION X-SECTION X-SECTION 375„ CREATE F- SEE ACT " MIN DETAIL F,SHEET4 1.594" "FACTORY 1.694" 1.250 - F III .375" MULLED 1-------- r-------- CEN VERSION ANC MUS THE BOu SHE 2.875" FOR ANC 3.250" 3.94" DIS7 100 3.250" MAX ANC DIAK100" 1-------- ANC .1001, DIA4624" 80 0 6i4" . 2 " 82 " STANDARD CLIP U-CLIP 1.250- --1.250 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 6063-T6 ALUM. --1 .820' I-- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25"X 3.25"X.100" 1.25"X 3.25"X.624" MULLION MULLION 1.25"X 3.94"X.624" SHEETS 10-17 FOR THE ANCHOR O.C. TABLE C 6005-T5 ALUM. 6005-T5 ALUM. MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Valu X-SECTION X-SECTION 6005-T5 ALUM. DIAMETER:ANCHOR DIAMETER+1116". X-SECTION F 3.1 G 1.1 2.661" 3.469" 5.500" H 2.1 �� .125" .375" 1 3.1 En 1.877" MIN. 375" F 3.I I G 0.' r-------� r-------� H I 1 3.1 i i I I F 2.: .125" I I I G 0.' .125" 45' 2.250" i I I I I 1 H 1.4 I i i H i 1 3.: EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4".TH�OI r NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE V DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGEf SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375"MULLION(LENGTH=72",OPENING WIDTH=70")MEETS THE DE FENESTRATION DETAILS,PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION. APPROVAL 2-3 FROM TABLE 4A,SHEET 8,THE 1"X 2.75"X.650"MULLION(LENGTH=72",OPENING WIDTH=70")HAS A DESIGN 72" OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD Ic ANGLE,CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE SEE DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND' �- 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. _ IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/_60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERn No ANCHORS IN WINDOWSILL. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY RI 32" 32" —^I MULL WIDTH (60 PSF)X( 636 LBS \=524.9 LB5 OPENING WIDTH ` 72.7 PSF J (MAYBE,USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 413) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WIP DESIGN PRESSURE OF+50.0/-55.0 PSF. i FOR THE VERTICAL MULLION: I 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72"+1"=105"AND TH THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION TH EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE I: SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375"MULLION(LENGTH=108",OPENING WIDTH=80")MEETS THE DI MULL WIDTH--I�-- SHEETS 2 3 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(LENGTH= 108",OPENING WIDTH=80")HAS A DESIGN FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LE 32" SEE SEE FENESTRATION DETAILS, BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUST PRODUCT'S SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNP APPROVAL 24 THE 73"DIMENSION(35-1/2"+35-1/2"+2"=73"). ' ' 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCR I VERTICAL I I CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MULLION L —J L L— J USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2".GIVES AN ANC '�SEE ��SEE. LENGTH g DETAILS, DETAIL E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. OPENING SHEETS 2-4 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2•'X 4"X.250"MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZ I MULLION TYPE COULD BE CHOSEN. MUULLLLIOON 72 / 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+72"+2"=106".REFERENCING SHEET 25,THE CC USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(@ LENGTH=42",OPENING HEIGHT=120")HAS SEE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY RE( DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SL SHEETS EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF Th.A I PW PW PW I I r r SH/DH SH/DH SH/DH SHlDH 1 Q Q Q Q I 1 I. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I I I i I SGD I :4& t PW 1 LOADING OF HORIZONTAL MULLION LOADI PW �/ I I I 1 PW PW r r I 1 PW I SH/DH SH/DH I QSH/DH SH/DH I tQ Q 111 -71ZI- I LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION Q I PW PW I 1 I LOADING OF(2)HORIZONTAL MULLIONS LOAD P I HINGED I DOOR PW PW j I TT X I I I I n n / I PW