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HomeMy WebLinkAboutNOA - HORIZONTAL ROLLER WINDOWMIAMI•DADE MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building 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 "HR7610A" Aluminum Horizontal Roller Window - N.I. APPROVAL DOCUMENT: Drawing No. 7610NOA-1, titled "Aluminum Horiz. Roller Install (NI)", sheets 1 through 15 of 15, dated 06/30/18, with revision A dated 03/11/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 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 No. 18-0627.02 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 20-0406.05 MIAMI•DADE COUNTY Expiration Date: August 23, 2023 Approval Date: August 27, 2020 8/19/20 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. 18-0627.02) 2. Drawing No. 7610NOA-1, titled "Aluminum Horiz. Roller Install (NI), sheets 1 through 15 of 15, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0627.02) 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 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 18-0627.02) 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 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 18-0627.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6` Edition (2017), dated 06/18/18 and updated on 07/25/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0627.02) 2. Glazing complies with ASTM E1300-09 Manuel Perez, P.E. Product Control Ex finer NOA No. 2040 06.0 Expiration Date: August 23, 3 Approval Date: August 27, 2020 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) 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 6' Edition (2017), dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0627.02) 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0627.02) 3. Proposal No.18-0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez, RE (Submitted under NOA No. 18-0627.02) G. OTHERS 1. None. E-2 Manuel Perez, P.E. Product Control Ex finer NOA No. 20-0 06.0 Expiration Date: August 23, 3 Approval Date: August 27, 2020 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 7610NOA-1, titled "Aluminum Horiz. Roller Install (NI), sheets 1 through 15 of 15, dated 06/30/18, 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, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), prepared by manufacturer, dated 06/18/18, revised on 07/25/18 and updated to the FBC 7tn Edition (2020) on 04/02/20, 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. E-3 Manuel Perez, P.E. Product Control Exappfffi7r NOA No. 20-0 06.0 Expiration Date: August 23, 3 Approval Date: August 27, 2020 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6" Edition (2017) and the 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. 18-0627.02, issued to PGT Industries, Inc. for their Series "HR7610A" Aluminum Horizontal Roller Window - N.I. approved on 08/23/18 and expiring on 08/23/23. Manuel Perez, P.E. Product Control Ex finer NOA No. 20- 06.0 Expiration Date: August 23, 3 Approval Date: August 27, 2020 E - 4 SERIES HR7610A NON -IMPACT RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF 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 APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SILL ANCHORS MUST BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO 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. 10) REFERENCES: TEST REPORTS FTL 18-7891 & 18-7891.01; ELCO ULTRACON NOA; DEWALT/ELCO CRETEFLEX NOA; DEWALT ULTRACON+ NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. TART F 1 FOR ANCHOR QUANTITIES, SEE TABLES 11-14 2.C. O.C. 1 A 76" OVERALL HEIGHT 75" BUCK HEIGHT LL SEE WEEPHOLE NOTES THIS SHEET 12" O.C. 91 B' 69" SASH VISIBLE LIGHT / / 34-3/8" SASH VISIBLE LIGHT —(/ 69" / FIXED VISIBLE LIGHT 34-3/8" FIXED VISIBLE LIGHT 11 22-1/2" O.C. DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, SEE TABLES 2-10 NOT RATED FOR IMPACT RESISTANCE 9" MAX. B (8-1/2" - 75" BUCK WIDTH MAX. 76" OVERALL WIDTH BUCK) TYP FLANGE. XO ELEVATION (OX SIM MAX. DIMENSIONS ALLOWED SHOWN FOR ANCHOR QUANTITIES, SEE TABLES 15-17 12' Glass Type Description (Listed from Exterior to Interior) DP Table # Anchor Table # XO / OX XOX XO / OX XOX STD HD STD STD HD STD 1 1/8" AN 2 - 11 - - 2 1/8" TP 3 - 10 12 - 17 3 3/16" AN 4 5 8 11 13 15 4 3/ 16" TP 3 6 10 12 14 17 5 13/16" IG: 1/8" AN CAP, AIRSPACE, 1/8" AN 4 - 8 11 - 15 6 13/16" IG: 1/8" TP CAP, AIRSPACE, 1/8" TP 3 - 10 12 - 17 7 13/16" IG: 3/16" AN CAP, AIRSPACE, 3/16" AN 3 1 7 9 12 14 16 8 13/16" IG: 3/16" TP CAP, AIRSPACE, 3/16" TP 3 6 10 12 14 17 AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED OV H HE USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-10. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 11-17. 4) INSTALL AS PER SHEET 11 FOR FLANGE INSTALLATION, SHEET 12 FOR EQUAL LEG INSTALLATION OR SHEET 13 FOR INTEGRAL FIN INSTALLATION. NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). WEEPHOLE NOTES: 1) 1-5/8" X .300" WITH PLASTIC BAFFLE. 2) 1 WEEPHOLE LOCATED AT 4" FROM EACH END. 3) 1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. 22-1/2" O.C. 12' O.C. O.C. -- B C 63" 56" / SASH 56" / FIXED VISIBLE / 1 C ERALL VISIBLE / / / LIGHT LIGHT TYP. FLANGE XOX ELEVATION MAX. DIMENSIONS ALLOWED SHOWN CODES / STANDARDS USED: • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION . ASTM E 1300-09 ® ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI S100-16 • AISC 360-16 SEE SHEET 13 FOR INTEGRAL FIN ANCHORAGE TYPE & SPACING ;EE WEEPHOLE TOTES THIS SHEET GENERAL NOTES..... ........................ .... 1 ELEVATIONS... ....................................... 1 GLASS TYPES TABLE ...........................1 DESIGN PRESSURES ........ ................ _ 2-6 ANCHOR QUANTITIES .................... -.... 7-10 INSTALLATION / ANCHOR SPECS ....... 11-13 EXTRUSION PROFILES ........................ 14 CORNER ASSEMBLY ............................ 15 PARTS LIST............................................15 A) UPDATED TO FBC 2020, REVISED ANCHOR TYPE TABLE. 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P.E.# 58705 rAMI G'3- Overall Width Design Pressure (Ibs/ft) for XO & OX Windows Glass Types: 0 Meeting Rail: Standard 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -119.5 +65.0 -102.8 25" +65.0 -130.0 +65.0 -130.0 +65.0 -110.9 +65.0 -97.0 +65.0 -83.2 37" +65.0 -130.0 +65.0 -78.4 +57.9 -57.9 +53.5 -53.5 +50.1 -50.1 49" +65.0 -118.0 +65.0 -71.0 +47.6 -47.6 +40.0 -40.0 +33.2 -33.2 61" +65.0 -88.3 +62.0 -62.0 +46.1 -46.1 +39.9 -39.9 +32.9 -32.9 67" +65.0 -79.0 +57.9 -57.9 +43.7 -43.7 +38.6 -38.6 +32.6 -32.6 74" +65.0 1 -68.4 +52.0 1 -52.0 +40.1 -40.1 +36.0 -36.0 +30.9 -30.9 rAMI C R- Overall Width Glass Types: 2, 4, 6, 7, 8 Design Pressure (Ibs/ft2) for XO & OX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 25" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 37" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 49" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -126.7 +65.0 -106.5 61" +65.0 -130.0 +65.0 -130.0 +65.0 -129.0 +65.0 -109.2 +65.0 -90.6 67" +65.0 -130.0 +65.0 -130.0 +65.0 -122.9 +65.0 -103.2 +65.0 -85.1 74" +65.0 -130.0 +65.0 -130.0 +65.0 -117.6 +65.0 -97.9 +65.0 -80.0 k11r111T1.nW.z Overall Width Design Pressure (Ibs/ft2) for XO & OX Windows Glass Types: 3, 5 Meeting Rail: Standard 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 25" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 37" +65.0 -130.0 +65.0 -130.0 +65.0 -104.2 +65.0 -96.3 +65.0 -90.2 49" +65.0 -130.0 +65.0 -119.0 +65.0 -82.6 +65.0 -72.0 +59.8 -59.8 61" +65.0 -130.0 +65.0 -99.3 +65.0 -72.7 +61.5 -61.5 +51.9 -51.9 67" +65.0 -130.0 +65.0 -93.4 +65.0 -69.5 +59.6 -59.6 +49.9 -49.9 74" +65.0 -123.1 +65.0 -83.4 +65.0 -66.1 1 +57.6 -57.6 +48.6 11 48.6 EXTERIOR a EXTERIOR a 1 /8" AN GLASS i 1/2" NOW GLASS BITE or GLASS TYPE 1 1 /8" TP GLASS i 1/2" NOM. GLASS BITE GLASS TYPE 2` AIRSPACE 1GOR .2C1 EXTERIOR a 33 OR( EXTERIOR a 13/16" NOM. GLASS STACK r_-_,1/8" TP GLASS ol 1/2" NOM. GLASS BITE 70-73 GLASS TYPE 6 _3/16" AN GLASS 1/2" NOM. GLASS BITE GLASS TYPE 3 EXTERIOR a NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3/16" TP GLASS 1/2" NOM. GLASS BITE V_:�j 32 GLASS TYPE 4 NOM. GLASS -III IT GLASS STACK AIRSPACE-$�:,3/l6" AN OR TP GLASS L 9UN - 1 is 1/2" NOM. \J GLASS BITE EXTERIOR a 70-73 33 OR 33B GLASS TYPE 7 (ANNEALED) GLASS TYPE 8 (TEMPERED) AIRSPACE EXTERIOR a 33 OR( 13/16" NOM. GLASS STACK P--::-1/8" AN GLASS ' 1/2" NOM. GLASS BITE / 70- GLASS TYPE 5 A) NO CHANGES THIS c SHEET. 0 JR - 03/11/20 ao Y ¢ W O (>n Wla co m > O LO 004 D' ¢ O M Z O zo 0-1- o � Z w -� �- co =� LLI J t- tg UMo.Jp00 WU F- Z o N O j � HMO tz-o Z Z tY J J W O O W N ZO 0 U) C/) laa4S W o of°- C) v, q z z (Uj co I w = ¢ o al;�l osap sauaS LYNiv GE No.58705 Oy 5 A u�~ ,ONAL �1//111;91��1 A. LYNN MILLER, P.E. P.E.# 58705 TABLE 5: 3/16" AN GLASS 30 22 1/2" NOM. EXTERIOR GLASS BITE a 74 32 GLASS TYPE 3 TABLE 6: 13/16" NOM. GLASS STACK AIRSPACE 3/16" TP GLASS 3/16" TP GLASS 30 � 31 74 22 --;)OR 1 B 1/2" NOM. 1/2" NOM. GLASS BITE GLASS BITE EXTERIOR EXTERIOR a a � 74 70-73 32 33 OR 336 GLASS TYPE 4 GLASS TYPE 8 TABLE 7: 13/16" NOM. GLASS STACK AIRSPACE 3l16" AN GLASS 31 74 21 OR 1B 1/2" NOM. GLASS BITE EXTERIOR a 70-73 33 OR 33B 11 GLASS TYPE 7 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. Overall Width 2 Glass Types: 3 Design Pressure (Ibs/ft) for XO & OX Windows Meeting Rail: Heavy -Duty 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. 20" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 25" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -114.6 37" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -117.2 +65.0 -99.5 +65.0 -79.9 49" +65.0 -130.0 +65.0 -119.0 +65.0 -82.6 +65.0 -76.0 +65.0 -69.0 +61.4 -61.4 61" +65.0 -130.0 +65.0 -99.3 +65.0 -72.7 +61.5 -61.5 +51.9 -51.9 +42.1 -42.1 67" +65.0 -130.0 +65.0 -93.4 +65.0 -69.5 +59.6 -59.6 +49.9 -49.9 +39.2 -39.2 76" +65.0 -130.0 +65.0 -81.7 +64.9 -64.9 +57.0 -57.0 +48.4 -48.4 +37.8 -37.8 Overall Width 2 Glass Types: 4, 8 Design Pressure (Ibs/ft) for XO & OX Windows Meeting Rail: Heavy -Duty 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. 20" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 25" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 37" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 49" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -111.6 61" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -119.7 +65.0 -93.8 67" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -112.4 +65.0 -87.4 76" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -127.7 +65.0 -104.0 +65.0 -80.0 Overall Width Glass Types: 7 Design Pressure (Ibs/ft2) for XO & OX Windows Meeting Rail: Heavy -Duty 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. 20" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 25" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 37" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 49" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -124.2 +65.0 -110.5 61" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -110.7 +65.0 -93.4 +65.0 -75.8 67" +65.0 -130.0 +65.0 -130.0 +65.0 -125.4 +65.0 -107.3 +65.0 -89.8 +65.0 -70.6 76" +65.0 -130.0 +65.0 -130.0 +65.0 -116.8 +65.0 -102.6 +65.0 -87.1 +65.0 -68.0 A) NO CHANGES THIS 0 SHEET. J R - 03/11 /20 ao Y Q � O M naa ❑ O O o s- OM Z O J O z L'- = z .� O � = LLi � J ti �e uM DJQ WU � z O N o� ~o U) JMa z °' z W 0 w J LO � LL O O W c,) ® rn N N N O ;aa4S 0 W o _z z m w ' J W = Q ❑ al}il •�sa4 sauas lii �1,9t?Ii1Jfl1! 3 r No.53705 0 . STATE OF � Ord/At. A.OLyNN MILLER` P.E. P.E.# 58705 TABLE 8: 3/16" AN GLASS EXTE t I a SS TYPE 3 13/16" GLASSSTACK GLASS STACK AIRSPACE /8" AN GLASS 31 1�OR 1 B CGLA�E EXTERIOR a 33 OR 3B GLASS TYPE 5 ** MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 57.924 2 ** MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. Overall Width Sash Configuration Width Range (in) Glass Types: 0 Design Pressure (Ibs/ft2) for XOX Windows Meeting Rail: Standard 21-1/8 Overall Hgt. 29 Overall Hgt. 37 Overall Hgt. 49 Overall Hgt. 55 Overall Hgt. 63 Overall Hgt. /4-1/2-�4 12.038 - 12.052 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -91.4 +65.0 -81.7 +65.0 -73.8 44 1/3-1/3-1/3 12.053 - 15.008 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -91.4 +65.0 -81.7 +65.0 -71.9 1/4_1/2_ �4 12.038 - 13.302 +65.0 -130.0 +65.0 -130.0 +65.0 -115.0 +65.0 -80.5 +65.0 -71.8 +58.1 -58.1 49„ 1/3-1/3-1/3 13.303 - 16.675 +65.0 -130.0 +65.0 -130.0 +65.0 -123.0 +65.0 -86.2 +65.0 -72.7 +61.7 -61.7 1/4_1/2_1/4 12.038 - 14.333 +65.0 -130.0 +65.0 -130.0 +65.0 -102.0 +65.0 -73.9 +62.5 -62.5 +53.3 -53.3 53-1 /8" 1/3-1/3 1/3 14.334 - 18.050 +65.0 -130.0 +65.0 -130.0 +65.0 -115.0 +65.0 -80.5 +65.0 -71.8 +58.1 -58.1 1/4_1/2-1/4 12.038 - 16.302 +65.0 -127.8 +65.0 -100.0 +65.0 -83.4 +65.0 -66.1 +57.6 -57.6 +48.6 -48.6 61" 1/3-1/3-1/3 16.303 - 20.675 +65.0 -130.0 +65.0 -130.0 +65.0 -102.0 +65.0 -73.9 +62.5 -62.5 +53.3 -53.3 1/a._1/2_1/a 12.038 - 20.052 +65.0 -96.3 +65.0 -68.9 +59.1 -59.1 +51.4 -51.4 +46.6 -46.6 +41.2 -41.2 76" custom 20.053 - 22.185 +65.0 -130.0 +65.0 -103.0 +65.0 -86.1 +65.0 -66.8 +58.2 -58.2 +48.9 -48.9 1/3-1/3-1/3 22.186 - 25.675 +65.0 -130.0 +65.0 -120.0 +65.0 -95.2 +65.0 -69.5 +58.9 -58.9 +49.0 -49.0 1/a_1/2_�4 ** - 24.082 +65.0 -91.4 +61.3 -61.3 +51.2 -51.2 +47.1 -47.1 +42.5 -42.5 +36.9 -36.9 92-1/8" custom 24.083 - 26.185 +65.0 -107.6 +65.0 -82.1 +65.0 -72.1 +59.2 -59.2 +53.0 -53.0 +44.1 -44.1 1/3-1/3-1/3 26.186 - 31.038 +65.0 -116.8 +65.0 -92.1 +65.0 -78.6 +62.5 -62.5 +52.4 -52.4 +42.8 -42.8 �4_1/2_1/a ** - 25.302 +65.0 -91.4 +61.3 -61.3 +51.2 -51.2 +47.1 -47.1 +42.5 �2.5 +36.9 -36.9 97" custom 25.303 - 27.185 +65.0 -103.0 +65.0 -76.8 +65.0 -66.8 +56.5 -56.5 +50.8 -50.8 +43.0 -43.0 custom 27.186 - 31.038 +65.0 -109.3 +65.0 -84.0 +65.0 -73.9 +60.0 -60.0 +51.7 -51.7 +42.0 -42.0 1/4_1/2_1 /4 ** - 28.302 +65.0 -91.4 +61.3 -61.3 +51.2 -51.2 +47.1 -47.1 +42.5 -42.5 +36.9 -36.9 109" custom/ 28.303 - 29.185 +65.0 -95.2 +65.0 -67.3 +57.8 -57.8 +50.7 -50.7 +45.9 -45.9 +40.3 -40.3 custom 29.186 - 31.038 +65.0 -97.6 +65.0 -70.3 +60.5 -60.5 +52.2 -52.2 +47.5 -47.5 +40.6 -40.6 120" 1/4-1/ -1/4 ** - 31.038 +65.0 -91.4 +61.3 -61.3 +51.2 -51.2 +47.1 -47.1 +42.5 -42.5 +36.9 -36.9 A) NO CHANGES THIS SHEET. JR - 03/11/20 00 Y Q W O nab O O (A T (D CV U JO co Oro Z W ZZ u Z (D U U O J F_ Z d QON O W F_HMO � U) z r O Z P J O O Of W IT ® rn N ry U O= (n }aa4S ZO U) W ~ �W O Z) a- T u~i Z Z coo w U J W = Q 0 ai • ao sauas VA�\llIIIIIr//// �0�`{ LY/,r® No- 58705 ATE OF (�1: h AL j1/,lJJ1j0 \% A. LYNN MILLER, P.E. P.E.# 58705 TABLE 9: 1 /16"GLASS GLASS STACK STACK AIRSPACE 3/16" AN GLASS 31 74 1�OR 1B 1/2"NOM. GLASS BITE EXTERIOR a 70-73 33 R 33B GLASS TYPE 7 -- MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 *' MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. Overall Width Sash Configuration Sash Width Range (in) Glass Type: 7 Design Pressure (Ibs/ft2) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 1/4-1/2-1/4 12.038 - 12.052 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 1/3-1/3-1/3 12.053 - 15.008 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 49" 1/4_1/ _1/4 12.038 - 13.302 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -129.6 +65.0 -114.8 1/3-1/3-1/3 13.303 - 16.675 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 53-1 /8" 1/4_1� _1/4 12.038 - 14.333 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -112.5 +65.0 -95.9 1/3-1/3-1/3 14.334 - 18.050 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -129.6 +65.0 -114.8 61" 1/4_1/_1/4 12.038 - 16.302 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -119.0 +65.0 -103.7 +65.0 -87.5 1/3-1/3-1/3 -- 16.303 - 20.675 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -112.5 +65.0 -95.9 1/4_1� _1/4 12.038 - 20.052 +65.0 -130.0 +65.0 -124.0 +65.0 -106.4 +65.0 -92.5 +65.0 -85.5 +65.0 -74.9 76" custom 20.053 - 22.185 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -120.2 +65.0 -104.8 +65.0 -88.0 1/3-1/3-1/3 22.186 - 25.675 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -126.9 +65.0 -108.2 +65.0 -90.5 1/4_1�_1/4 ** - 24.082 +65.0 -130.0 +65.0 -109.3 +65.0 -90.7 +65.0 -83.2 +65.0 -76.0 +65.0 -68.6 92-1/8" custom 24.083 - 26.185 +65.0 -130.0 +65.0 -130.0 +65.0 -129.8 +65.0 -106.6 +65.0 -95.4 +65.0 -83.3 1/3-1/3-1/3 26.186 - 31.048 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -112.5 +65.0 -100.6 +65.0 -86.4 1/4_1/ _1/4 ** - 25.302 +65.0 -130.0 +65.0 -109.3 +65.0 -90.7 +65.0 -83.2 +65.0 -76.0 +65.0 -68.6 97" custom 25.303 - 27.185 +65.0 -130.0 +65.0 -130.0 +65.0 -120.2 +65.0 -101.7 +65.0 -91.4 +65.0 -80.6 1/3-1/3-1/3 27.186 - 32.675 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -108.0 +65.0 -97.2 +65.0 -84.2 1/4_1� _1/4 ** - 28.302 +65.0 -130.0 +65.0 -109.3 +65.0 -90.7 +65.0 -83.2 +65.0 -76.0 +65.0 -68.6 109" custom 28.303 - 30.185 +65.0 -130.0 +65.0 -121.1 +65.0 -104.0 +65.0 -91.3 +65.0 -84.1 +65.0 -73.8 1/3-1/3-1/3 30.186 - 36.675 +65.0 -130.0 +65.0 -130.0 +65.0 -113.6 +65.0 -97.7 +65.0 -88.9 +65.0 -78.7 1/4_1�_1/4 ** - 29.463 +65.0 -130.0 +65.0 -109.3 +65.0 -90.7 +65.0 -83.2 +65.0 -76.0 +65.0 -68.6 113-5/8" custom 29.464 - 33.185 +65.0 -130.0 +65.0 -115.2 +65.0 -99.0 +65.0 -88.7 +65.0 -81.2 +65.0 -72.0 1/3-1/3-1/3 33.186 - 38.222 +65.0 -130.0 +65.0 -130.0 +65.0 -116.8 +65.0 -99.5 +65.0 -90.2 +65.0 -79.9 1/4_1/2_1/4 ** - 31.052 +65.0 -130.0 +65.0 -109.3 +65.0 -90.7 +65.0 -83.2 +65.0 -76.0 +65.0 -68.6 120" custom 31.053 - 33.185 +65.0 -130.0 +65.0 -110.3 +65.0 -92.2 +65.0 -84.8 +65.0 -77.2 +65.0 -69.3 custom 33.186 - 38.222 +65.0 -130.0 +65.0 -118.3 +65.0 -101.5 +65.0 -90.0 +65.0 -82.6 +65.0 -72.9 A) NO CHANGES THIS SHEET. JR - 03/11/20 00 Y Q j o •nab{ M co O U N Q a}op OM Z O Z 0 J O z LL CD _. Z W O W r ti ,fg WU 0 J UMo�p o N I- Z d O > FF_ HMO '� d U) z 0zrn J W � � J O F¢ O W L0 rn tV W (A }aa4S O O W d O U) Z_ Z g w W ' J = Q o al}rl rosap sauas �111i1lIlit!! GEN No. 58705 _ S A •E NAL A. LYNN MILLER, P.E. P.E.# 58705 TART F in - Overall Width Sash Configuration Sash Width Range (in) Design Pressure (lbs/ft2) for XOX Windows Glass Types: 2, 4, 6, 8 Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" 1/4-1/2-1/4 12.038 - 12.052 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 1/3-1/3-1/3 12.053 - 15.008 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 49" 1/4-1/2-1/4 12.038 - 13.302 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -129.2 1/3-1/3-1/3 13.303 - 16.675 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 53-1 /8" 1/4-1/2-1/4 12.038 - 14.333 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 1/3-1/3-1/3 14.334 - 18.050 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -129.2 61" 1/4_1/2_1/4 12.038 - 16.302 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -114.7 1/3-1/3-1/3 16.303 - 20.675 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -116.9 1/4_1/2_1/4 12.038 - 20.052 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -116.8 +65.0 -103.6 +65.0 -91.6 76" custom 20.053 - 22.185 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -126.7 +65.0 -104.8 1/3_1/3-1/3 22.186 - 25.675 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -125.1 +65.0 -104.0 1/4-1/2-1/4 ** - 24.082 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -104.0 +65.0 -92.8 +65.0 -80.8 92-1/8" custom 24.083 - 26.185 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -114.9 +65.0 -93.6 1/3_1/3-1/3 26.186 - 31.048 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -111.2 +65.0 -90.9 1/4_1/2_1/4 ** - 25.302 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -104.0 +65.0 -92.8 +65.0 -80.8 97" custom 25.303 - 27.185 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -128.4 +65.0 -112.8 +65.0 -91.3 1/3-1/3-1/3 27.186 - 32.675 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -108.2 +65.0 -87.9 1/4_1/2_1/4 ** - 28.302 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -104.0 +65.0 -92.8 +65.0 -80.8 109" custom 28.303 - 30.185 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -115.2 +65.0 -102.0 +65.0 -86.5 1/3-1/3-1/3 30.186 - 36.675 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -123.2 +65.0 -103.2 +65.0 -82.6 1/4_1/2_1/4 ** - 29.463 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -104.0 +65.0 -92.8 +65.0 -80.8 113-5/8" custom 29.464 - 33.185 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -111.2 +65.0 -98.8 +65.0 -83.6 1/3 1/3_1/3 33.186 - 38.222 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -125.2 +65.0 -102.4 +65.0 -82.1 1/4_1/2_1/4 ** - 31.052 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -104.0 +65.0 -92.8 +65.0 -80.8 120" custom 31.053 - 33.185 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -105.6 +65.0 -94.4 +65.0 -82.0 custom 33.186 - 38.222 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -113.2 +65.0 -100.4 +65.0 -80.5 - MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 * MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. EXTERIOR a EXTERIOR a 1 /8" TP GLASS -i 1/2" NOW GLASS BITE GLASS TYPE 2 3116" TP GLASS 1/2" NOM. GLASS BITE GLASS TYPE 4 13/16" NOM. GLASS STACK AIRSPACE 18" TP GLASS Ft �: EXTERIOR 1 -!I AIRSPACE 1GOR 1 B EXTERIOR a 13/16" NOM. GLASS STACK 6" TP GLASS ' 1/2" NOM. GLASS BITE GLASS TYPE 8 70-73 A) NO CHANGES THIS 0 SHEET. JR - 03/11/20 w Q j o naa th U) 0 0 o (} N O cn O co _! O ._. W z o Z u Z -� co LU V C) o " J A8 uM°ia z Q °" o W � JMa I, U) z oz rn LU W'n J T_ -' < O �0 w N w �' U W U) }aayS ZO 0 U) w 5 W o Z) D- c~n Z Z coo W J W = Q o al}rl •°saa sauas �4t�lttfYN ll3���,f _ No. 58705 = 0 11�~ VTE OF d111111111i A. LYNN MILLER, P.E. P.E.# 58705 TARI F 11- TARI F 17- Glass Types: 1, 3, 5 Anchor Quantities for XO & OX Windows Meeting Rail: Standard Overall 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Width Head & Sill Head &Sill Head &Sill 1-01 Head &Silt Head &Sill -,ca � 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 6111 1 +C2+1 2 1 +C2+1 2 1 +C2+1 3 1 +C2+1 3 1 +C2+1 3 67" 2+C2+2 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 74" 2+C2+2 2 2+C2+2 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 TARI G 1q- Glass Types: 2, 4, 6, 7, 8 Anchor Quantities for XO & OX Windows Meeting Rail: Standard Overall 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Width Head & Sill E Head & Sill E Head & Sill E Head & Sill E Head & Sill E 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C3+1 3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 61" 1+C2+1 2 1+C2+1 2 1+C3+1 3 1+C3+1 3 1+C3+1 3 67" 2+C2+2 2 2+C2+2 2 2+C3+2 3 1+C3+1 3 1+C3+1 3 74" 2+C2+2 2 2+C2+2 2 2+C3+2 3 2+C3+2 3 1+C3+1 3 Glass Types: 3 Anchor Quantities for XO & OX Windows Meeting Rail: Heavy -Duty Overall 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. Width Head & Sill E Head &Sill E Head &Sill E Head &Sill E Head &Sill E Head &Sill cc 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 2511 1 +C2+ 1 2 1 +C2+1 2 1 +C2+ 1 3 1 +C2+ 1 3 1+C2+1 3 1 +C2+1 4 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 67" 2+C2+2 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 7611 2+C2+2 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 TARI F 1A- Glass Types: 4, 7, 8 Anchor Quantities for XO & OX Windows Meeting Rail: Heavy -Duty Overall 21-1/8" Overall Hgt. 37 Overall Hgt. 49 Overall Hgt. 55 Overall Hgt. 63" Overall Hgt. 76 Overall Hgt. Width Head &Sill Head &Sill Head &Sill Head &Sill Head & Sill Head &Sill ECU 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 31 1+C2+1 4 2511 1 +C2+ 1 2 1 +C2+1 2 1 +C2+1 3 1 +C2+1 3 1+C2+ 1 3 1 +C2+1 4 3711 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C3+1 4 61" 1+C2+1 2 1+C2+1 2 1+C3+1 3 1+C3+1 3 1+C3+1 3 1 1+C3+1 4 6711 2+C2+2 2 2+C2+2 2 2+C3+2 3 2+C3+2 3 2+C3+2 3 1+C3+1 4 F771- 2+C2+2 2 2+C2+2 2 2+C3+2 3 2+C3+2 3 2+C3+2 3 1+C3+1 4 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: CLUSTER OF 3 2ANCHORS ANCHORS 2 ANCHORS AT 4ANCHORS AT THE CENTERED AT THE THE FIXED LITE IN THE SASH MEETING RAIL JAMB 23" MAX. O.C. - ----� r- ----i ---- y- 771 9"MAX. 22-1/2" MAX. O.C.NG RAIL REPEAT ANCHOR PATTERN AT SILL 12" MAX. O.C. 2-ANCHOR CLUSTER DETAIL 6" MAX. O.C. —►� I - 3-ANCHOR CLUSTER DETAIL NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. A) NO CHANGES THIS 0 SHEET. JR - 03/11/20 00 Y Q j o o U' N O 0 Q a}op jM Z O Zo -I O W Z U_ ((0 Z ` -) �- co = LL1 T 00 J g E1 UM f _ F_ Z Q IN W .. F- 9Ma � z z Z J W m ►o U_ ° O Fa- co ® rn N N Z }aays 0 =O Q O o Z O LU U Z = as --c sauas t�litlijlj/t ,\a91 ,........ ; Na. 58705 = CA VTMO /Js{� `� ° .L 1,111,1100 A. LYNN MILLER, P.E. P.E.# 58705 TABLE 15: Overall Width Sash Configuration Sash Width Range (in) Glass Types: 3, 5 Anchor Quantities for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head & Sill - m Head & Sill Q m Head & Sill .O E Head & Sill n E Head & Sill .Q E Head & Sill -0 m 44" 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 �1�///4-1�2-1�4 /3-1�3-1�3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" Y4-1/2-1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y3-1�3-1�3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1 /8" 1/4-1/2_1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1�3-1/3-1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1/4 Y2 1�4 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1�3 Y3 Y3 16,303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4 y2_1/4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053 - 22.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y3-1/3-1/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %4 1/2-%4 ** - 24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/3 Y3 1/3 26.186 - 31.038 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/2 1/4 ** - 25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 custom 27.186 - 31.038 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/4_1/2_1/4 ** - 28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 109" custom 28.303 - 29.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 custom 29.186 - 31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 120" 1�4-1�2-1�4 ** - 31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 121 1+C2+3+C2+1 131 1+C2+3+C2+1 131 1+C2+3+C2+1 3 ** MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 5T924 2 * MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 2 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 1 ANCHOR AT THE SASH 22-1/2" MAX. O.C. CLUSTER OF 2 ANCHORS CENTERED AT THE MEETING RAIL 12" MAX. O.C. I � 1. 1 2-ANCHOR CLUSTER DETAIL CLUSTER OF 2 ANCHORS 3 ANCHORS AT CENTERED AT THE THE FIXED LITE MEETING RAIL 13 ANCHORS IN THE JAMB 1 ANCHOR AT 9" MAX. I _� 12" MAX�O.C�- , THE SASH � I r r/1 9" MAX. / O X MEETING RAIL REPEAT ANCHOR PATTERN AT SILL A) NO CHANGES THIS SHEET. 0 .N J R - 03/11 /20 O Y Q W o cn naa CM co O O W LO � Q 0 N OJ co O -j p Z w zz L- z m LL U ti /a U HZ J Q00 UMDJQ 'ON O j r JMQ r z W Z o z W J W _I Q Ln T_ LL O O h co �- O O N N ~ rn O }aa4S O = Z) d o cn z p (0 :� U W W � J z 2 Q Q alpi I •osaa sauaS 11 rp/Ft No.58705 = 0�'' ST TE OF A. LYNN MILLER, P.E. P.E.# 58705 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. TABLE 16- Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: 7 Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 1 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head &SillIf) Head & Sill o Head &Sill Head &Sill .n Head &Sill M Head & Sill .Q E 44„ Y4-1�2_Y4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y3-Y3-Y3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 49" Y4-Y2-Y4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y3-Y3-Y3 13.303 - 16.675 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 53-1/8" ��4-Y2-Y4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y3-Y3-Y3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 61° Y4-Y2-Y4 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 Y3-y3 y3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y4-Y2-Y4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053 - 22.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 Y3-y3-1�3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 Y4_Y2-1�4 -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 Y3 1�3-Y3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1�4 Y2_Y4 `*-25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 Y3-1�3 Y3 27.186 - 32.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 Y4-Y2-Y4 '-28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 109" custom 28.303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 Y3-y3-1�3 30.186 - 36,675 2+C2+2+C2+2 2 2+C2+3+C2+2 21 2+C2+3+C2+2 2 2+C2+3+C2+2 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 Y4-Y2-Y4 **-29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 113-5/8" custom 29.464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 Y3-Y3-Y3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+2+C2+2 3 2+C3+2+C3+2 3 1+C3+2+C3+1 3 Y4_Y2-Y4 ** - 31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 120" custom 31.053 - 33.185 11+C2+3+C2+1 121 1+C2+3+C2+1 121 1+C2+3+C2+1 12, 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 custom 33.186 - 38.222 2+C2+2+C2+2 12 1 2+C2+3+C2+2 1 2 1 2+C2+3+C2+2 121 2+C2+3+C2+2 131 1+C2+3+C2+1 131 1+C3+2+C3+1 3 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 --MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 !'% I l I rl r- _rf_% USING ANCHOR f%I 1 A AITIT\/ TABLES FOR XOX WINDOWS: NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12" MAX. O.C. 6" MAX. O.C. 1 2-ANCHOR CLUSTER DETAIL 3-ANCHOR CLUSTER DETAIL CLUSTER OF 2 ANCHORS 1 ANCHOR T CENTERED AT THE THE SASH MEETING RAIL 3 ANCHORS AT THE FIXED LITE 22-1/2" MAX. O.C. 9" MAX. --- --_-- --I 12" MAY a / X / O MEETING RAI CLUSTER OF 3ANCHORS ANCHORS IN THE NTERED AT THE JAMB MEETING RAIL 1 ANCHOR AT THE SASH _ -( 9" MAX. X REPEAT ANCHOR PATTERN AT SILL A) NO CHANGES THIS SHEET. JR - 03/11/20 00 VQ j o nab! M Co O 1- o Q a}op OJ M z p J O Z � ._. Z Z O (0 = W J ti Fg U _U O J UMojp ON Z d W .-. Q N OMO O co o Z v JLL J W m �( Lo LL O O I- co IX O rn N IV 01 cli IX Z }aays z0 3 Q I' � C) Q � o _Z p � U LU J Z = Q Q al}!1 •�sa4 sauaS ENS' E No.58705 S FATE OF A. LYNN MILLER, P.E. P.E.# 58705 TART F 17- Overall Width Sash Configuration Sash Width Range (in) Glass Types: 2, 4, 6, 8 Anchor Quantities for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 1 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head &Sill -0 m Head &Sill - � Head &Sill m Head &Sill M m Head &Sill -Q u Head & Sill 'a 44" Y4 Y2 Y4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y3 y3 1�3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 49" Y4 1/-Y4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 Y31�3-Y3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 53-1 /8" ��41Y2-Y4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1�3-1�3-Y3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 61" 1�4 1�2-Y4 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1�31�3-Y3 16.303 - 20.675 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1�41�2-Y4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 76" custom 20,053 - 22.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 Y3 Y3 Y3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C3+1+C3+1 3 Y41Y21Y4 -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 Y3-1�3-Y3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1�4 1/2-%4 ** - 25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 31 1+C3+2+C3+1 3 1/3 Y3 Y3 27.186 - 32.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 Y41�2 1/4 ** -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 109" custom 28.303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/ Y3 Y3 30,186 - 36.675 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 4-Y2-1�4 ** - 29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 113-5/8" custom 29.464 - 33.185 1+C2+3+C2+1 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 Y3-1�31Y3 33.186 - 38,222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 1�41Y2-Y4 ** - 31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 120" custom 31.053 - 33.185 1+C2+3+C2+1 2 2+C2+3+C2+2 121 2+C2+4+C2+2 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 custom 133.186 - 38,222 1 2+C2+2+C2+2 2 2+C2+3+C2+2 1 21 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+3+C3+1 3 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 " MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12" MAX. O.C. -I-+-I 2-ANCHOR CLUSTER DETAIL 6" MAX. O.C. ---I 3-ANCHOR CLUSTER DETAIL 11 *1C2.4344C2H11!3 q A) NO CHANGES THIS SHEET. JR - 03/11/20 00 Q j o (hOf > > naa 0 O O } I- Q CV a}oa O M Z O zo Oro Z u- (0 Z -� (0 U U_ WZ00 0. J Q UMOja 'ON o W H CO 9Ma o Z rn Z Ir W o -I <t O 0 o rn N 61 IV I_- ZO 0 Z Q }aays ~ Vj d O c~n Z W O 0 o Fifw U ~ W J Z = Q Q awl .0-0sa. CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS y\\ \ t / } /// ANCHORS ANCHORS IN THE ti v L�`N� v fei GUIDE TO 1 ANCHOR AT CENTERED AT THE 3 ANCHORS AT CENTERED AT THE JAMB`?. °1G 't�/�l ors THE SASH MEETING RAIL MEETING RAIL USING ANCHOR THE FIXED LITE .' 22-1/2" MAX. O.C. 1 ANCHOR AT ,° No. 53705 QUANTITY 9„ MAX -.- 12" MAX. O.C. THE SASH - (Ol TABLES FOR --� -----� ---- �----- 7 XOX WINDOWS: I = C)° Tl 9" MAX. ONAL MEETING RAIL REPEAT ANCHOR PATTERN AT SILL A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE DISTANCE 1/4" MAX. SHIM OVERALL HEIGHT °e 1/4" MAX. SHIM ° EXTERIOR C] EDGE DISTANCE INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. — --=] r 1/4" MAX. SHIM EMBEDMENT �—� EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 18. 12"LENGTH,CENTERED ABOVE SASH / ZD YP. ANCHOR TYPE, MBEDMENT AND EDGE ISTANCE PER SUBSTRATE, SEE TABLE 18 & NOTE B FOR HEAD TYPE. VISIBLE LIGHT 01. HEIGHT 4 52 EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 18. VERTICAL SECTION B-B NOTES: INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1/4" MAX. SHIM Imo— EMBEDMENT SASH VISIBLE 4 LIGHT WIDTH 12 17 EDGE DISTANCE VISIBLE FIXED ' �4 • EXTERIOR EMBEDMENT AND EDGE j ® OVERALL WIDTH — I DISTANCE PER SUBSTRATE, SEE TABLE 18 HORIZONTAL SECTION A -A & NOTE B FOR HEAD TYPE. EXTERIOR nn (SHOWN WITH I.G. GLAZING) HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 18. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 18. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. k1r.'"a »sm ' MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 18. Min. Edge Min. Anchor Substrate Distance I Embedment Southern Pine (SG=0.55) 9/16" 1-3/8" #12 Steel, 18-8 410 Aluminum, 6063-T5 min. 3/8" 0.063" or SS Screw A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) 1/4" Concrete (min. 3.35 ksi) 1" 1-3/4" 410 SS Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" CreteFlex Southern Pine (SG=0.55) 1" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-3/8" 1/4" Steel Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Ultracon Southern Pine (SG=0.55) 1" 1-3/8" Concrete (min. 3.00 ksi) 1-3/16" 1-318" Ultracon + Steel tr Ungrouted CMU, (ASTM C-90) 1-1/2" 1-1/4" Southern Pine (SG=0.55) V. 1-3/8" 1/4" MAX. SHIM INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 18. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A) REVISED ANCHOR TYPE TABLE. JR - 03/11/20 Y Q W o (>n naa M (0 > O O U) } O T_ Q' a}op M U) Z O J CD.. 11- Z W O Z D W r `J m 1­ X8 ON FW— Z d O W .� Q H 9Ma O z W LL O O O Z rn N IV m N � I L. }aays g _r O Cc VC9 �H Q Q O in z_ J 5; W J Z = Q GML 170750 sauas 0\ 4 tpl{i!`// r No. 58705 ST TE F �l/F1tiiEi\\° A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE DISTANCE 1/4" MAX. SHIM BUCK HEIGHT INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. EMBEDMENT EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 19. 12"LENGTH,CENTERED ABOVE SASH / 1/4" MAX. SHIM d `4 4 °. . TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE. VISIBLE LIGHT HEIGHT % 6 52 d d 1/4" MAX. ed d SHIM ° ° a. .. ..4 V EXTERIOR EDGE DISTANCE \."_ INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19. VERTICAL SECTION B-B EXTERIOR ID NOTES: INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1/4" MAX. SHIM I-- EMBEDMENT SASH VISIBLE 12 6 —� LIGHT WIDTH ` EDGE fm�: -35 17 DISTANCE FIXED VISIBLE LIGHT WIDTH n� EXTERIOR t� 16 14 15 BUCK WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) W MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING HORIZONTAL SECTION C-C OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 19. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 19. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. re Rl C la, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE.. Min. Edge Min, Anchor Substrate Distance Embedment Southern Pine (SG=0.55) 9/16" 1-3/8" #12 Steel, Aluminum, 6063-T5 min. 3/8" 0.063" 18-8 or 410 A36 Steel 3/8" 0.063" SS Screw Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Southern Pine (SG=0.55) 1" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-3/8" 1/4" Steel Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Ultracon Southern Pine (SG=0.55) 1" 1-3/8" Concrete (min. 3.00 ksi) 1-3/16" 1-3/8" 1/4" Steel Ultracon + Ungrouted CMU, (ASTM C-90) 1-1/2" 1-1/4" Southern Pine (SG=0.55) 1" 1-3/8" 1/4" MAX. SHIM INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. I] A) REVISED ANCHOR TYPE TABLE. JR - 03/11/20 ao Y Q j O Ch j 7 nab � O O �- N o � Q a}oG OJ M z O Z O _1 O Z u- Z V W —3 C) co = ICJ r U O� J ti UMolG _U H Z d Q -ON GMG o j U) O d �- z Z J C� J LO LL -� O j ® rn fV N OO o-qs o = F- J o � W z J W W J Ia- _ Q Z of}ll •�saG sauas ��l,tt4ltiil? Y t No. r3705 rd c JJrft9ilii`t A. LYNN MILLER, P.E. P.E.# 58705 BUCK HEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. I►t-- EMBEDMENT EDGE DISTANCE EDGE DISTANCE —+—I EMBEDMENT INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. EDGE EDGE DISTANCE �~® Imo— DISTANCE 111 ��EPO_ 1/4" MAX SHIM 0 1 EMBEDMENT 1/4" MAX. SHIM 12" LENGTH, CENTERED ABOVE SASH VISIBLE LIGHT HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 20. 1/4" MAX SHIM hsaftl M__— —E EDGE EXTERIOR ID NOTES: INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SASH VISIBLE LIGHT WIDTH EDGE DISTANCE 114" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. FIXED VISIBLE LIGHT WIDTH EXTERIOR 14 15 BUCK WIDTH _ HORIZONTAL SECTION A -A I (SHOWN WITH I.G. GLAZING) HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21, VERTICAL SECTION B-B 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 3) ANCHOR TO BE INSTALLED WITHIN 2-1/2" OF FIN CORNER. TARI G 7n- MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 20. EDGE DISTANCE EMBEDMENT 1/4" MAX. SHIM INSTALLATION OPTION 6 ANCHORED THROUGH INTEGRAL FIN INTO META TYP. ANCHOR TYPE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. Anchorj Substrate Min. Edge I Distance Max. I O.C. Min. Embedment 2-1/2" x .113" Box Nail Southern Pine (SG=0.55) 5/16" 5" 2-7116" 2-1/2" x .131" Common Nail Southern Pine (SG=0.55) 3/8" 5" 2-7/16" 2-1/2" x .145" Roofing Nail Southern Pine (SG=0.55) 3/8" 5" 2-7/16" 2-1/2" x .145" Roofing Nail Southern Pine (SG=0.55) 318" 5" 2-7/16" #10 Steel Trusshead Screw or Scrree #12 Steel, 1 or 410 SS w Southern Pine (SG=0.55) 1/2" 5" 1-3/8" 0.125" Aluminum, 6063-T5 min. 5l16" 5" 0.09" 0.050" A36 Steel 5/16" 5" 0.050" 0.045" (18 Ga) Steel Stud, Gr. 33 min. 5/16" 5" 0.045" 1) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. A) NO CHANGES THIS SHEET. 0 JR - 03/11/20 00 Y Q j o naa M 0 o } r- UN 0 Q a;p4 OM Z O z _I O ._. W O Z u- ((00 Z -� (0 _` W —, U U_ O J r„ /g uMoJa 00 � Z � J Q 'ON O W 9M4 � > O 07 Z Z 0') r- Zjr U_ W J Q LL O O q 0')E- W W rn N Z_ Er- Oz }aays o O OF- Q O z � ~ = � Q Z awl asa4 sauas a���i1t1?ttaJft t'NA, l� f yam. �� .... .... � � L}GEr�JS� '•.��� i N0. 58705 % 0 S TE OF i 1111100 A. LYNN MILLER, P.E. P.E.# 58705 062" I-�- 2.724" 2.560" O HEAD, FLANGE FRAME I-�- 2.724" O SILL, FLANGE FRAME 2.105" �I .273" 11 SASH PULL RAIL .769" .797" 045" 2z 1/8" & 3/16" BEAD a 3.651 " 2.724" 3.184" OHEAD, INTEGRAL FIN FRAME �►- 2.724" +►� 4,276" O8 SILL, INTEGRAL FIN FRAME (-� 2A49" 17 100" El 1z SASH LOCK RAIL G 170" 1.300" �-�- 062" F, 1.136" 1.300" 51 rF1 I t SASH TOP & 13 BOTTOM RAIL TABLE 21: MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS: Material Min. Fy Min. F. Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco UltraCon® 155 ksi 177 ksi 1/4" DeWalt UltraCon+@ 148 ksi 164 ksi 410 SS DeWalt/Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi 2.724" 2.060" .062" OHEAD,EQUAL LEG FRAME 2.724" O SILL, EQUAL LEG FRAME 2.211IT 1.803" ®- 1 A88" 2.786" .062" O4 JAMB, FLANGE FRAME 10 SILL ADAPTER �+- 2.211" 1.138" 120" 1a HD MEETING RAIL 15 STD MEETING RAIL HOT -MELT ONE BUTYL �\ STRUCTURAL • POLYISO- 1/4" NOM. 3/16" NOM. BUTYLENE WITH IN STRUCTURAL DESICCANT SILICONE FOAM WITH EXT. GLASS DESICCANT EXT. GLASS INT. GLASS INT. GLASS KODISPACE SUPER SPACER® 70 4SG TPS 71 NXT TM 3.908" .360" 1.032" .045" 1s SCREEN ADAPTER .062" 2.112" 2.786" OJAMB, INTEGRAL 5 FIN FRAME 040"-E 1.513" .808" �- INSTALLATION 17 HOLE COVER 1.415" .710" .062" -►III 1s SILL TRACK ALUMINUM REINFORCEMENT BUTYL DESICCAN FOA EXT. GLASS .987" 2.786" .062" OJAMB, EQUAL LEG FRAME .062" .723" -+►I .875" 18 WINDLOAD ADAPTER 1.446" -®I .518" 040" 20 ANTI -LIFT CLIP �-{ .630" F79" .070" -�-� ODU RASEAL® 72 SPACER z1A IG BEAD G POLYISOBUTYLENE SEAL i/16" NOM. ROLL -FORMED STAINLESS STEEL EXT. GLASS GLASS .464" 798_::j .065" z16 IG SNAP BEAD XL EDGETM 73 SPACER CANT FILL -5/16" NOM. SILICONE SEAL GLASS A) UPDATED MATERIAL PROP. TABLE. 0 JR - 03/11/20 00 Y Q W (n m O 0 O N O Q a}op � O OM Z z 0 J O u .. W O z � Z c� = uj U U_ J ti he HZ d QoN O W - H-9mo dam' zO r Zrn Z �T_ LL J O � cD ® rn N N rn O }aayS z O = to Z O o Z) Z U) r 5i 0 W Q 5171 1.3sao sauas Y�LYN _��pN ...... /V � " • �IGENSF ' ��� _ No. 58705 ©� SATE F i F40Rt0N / /ONAL 1EN��``. A. LYNN MILLER, P.E. P.E.# 58705 TABLE 22: Item # Part # Description Material 1 624038 Head, Flange Frame Alum. 6063-T6 2 624039 Head, Integral Fin Frame Alum. 6063-1*6 3 624040 Head, Equal -leg Frame Alum. 6063-T6 4 624001 Jamb, Flange Frame Alum. 6063-T6 5 624017 Jamb, Integral Fin Frame Alum. 6063JB 6 624028 Jamb, Equal -leg Frame Alum. 6063-T6 7 624035 Sill, Flange Frame Alum. 6063-T6 8 624036 Sill, Integral Fin Frame Alum. 6063-T6 9 624037 Sill, Equal -leg Frame Alum. 6063-T6 10 624034 Sill Adaptor Alum. 6063-T6 11 624043 Sash Pull Rail Alum. 6063-T6 12 624006 Sash Lock Rail Alum. 6005A-T61 13 624041 Sash Top & Bottom Rail Alum. 6063-T6 14 624027 HD Meeting Rail Alum. 6063-T6 15 624005 Std. Meeting Rail Alum. 6005A-T61 16 624047 Screen Adapter Alum. 6063-T6 17 624051 Installation Hole Cover Alum. 6063-T6 18 64125M Windload Adapter Alum. 6063-TB 19 624042 Sill Track Alum. 6063-TS 20 1 624015 Anti -Lift Clip Alum. 6063-T6 21A 624009 IG Bead Alum. 6063-T5 21 B 624011 IG Snap Bead Alum. 6063-T5 22 624023 1/8" & 3/16" Bead Alum. 6063-TB 30 6TP247 Glazing Bead, Bulb Vinyl for #624013 & #624026 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #624009 & #624011 Vinyl 32 712653K Mono setting Block 3/32" X 1/4" X 1" Neoprene 33A 71715K Lami IG Setting Block 1/8" x 3/4" x 1-1/14" Neoprene 33B 624014 IG Snap Setting Block Vinyl 35 724045 Sweep Latch Cast Zinc 36 71298 Weep Hole Corer Vinyl 37 41722 Hole Plug Vinyl 38 724021 Lock Rail Cover, (LH & RH) Vinyl 39 724050 Pull Rail End Cap Vinyl 40 724048 Roller Housing & Sash Guide Vinyl 41 724052 Roller Wheels Stainless Steel 42 724064 Sash Top Rail Gasket, (LH & RH) Polyethylene 43 724055 Sash Bot Rail Gasket, (LH & RH) Polyethylene 44 724057 Frame Header Gasket, (LH & RH) Polyethylene 45 724058 Frame Sill Gasket, (LH & RH) Polyethylene 46 724063 Meeting Rail Gasket Polyethylene 50 Weatherstrip, .187" x .170", Fin Seal @ Sash 51 Weatherstrip, .187" x .270", Fin Seal @ MR 52 67070 Bulb Vinyl 60 710X38PPAX #10 X 3/8" Ph. PH SMS (Windload Adapter) Stainless Steel 61 781PQX #8 X 1" Qd. PH SMS (Frame & Sash Assembly) Stainless Steel 63 - Aluminum Screen with Fiberglass Mesh Varies 70 - Kommerling Kodispace 4SG TPS See Sheet 14 for Materials 71 - Quanex Super Spacer nXT 72 - Quanex Duraseal Spacer 73 - Cardinal XL Edge Spacer 74 - Dow 791, 899, 983 or GE 7700 Backbedding Silicone ASSEMBLY DETAILS FOR IN 1 LKIUK 61 NOTES: 1) ALL CORNERS TO USE GASKET AND/OR SEALANT. 2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. A) ADDED BACKBEDDING JR - 03/11/20 00 Y Q w o to naa M co O } � O Q a}°p O O Nr J co Z z O_jo u- w o � Z � m _ LLI Q J ti .fg UM OJQ WU � z � Q •°" � ~ HMO Iz-O z o ? J -j O F ®� fV w C) O w Z o = Z O o cn Z : 06 w J O = Q m awl rosap sauas \\�'ll11111//// ON CENSN411 Q? • F l� No.58705 P0 S E F RZOR101" ��}►IIIII�� A. LYNN MILLER, P.E. P.E.# 58705