Loading...
HomeMy WebLinkAboutAPPROVED Atlantis 708A Product Approval Roodbeen Window MIAMI•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 611 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 '�4"UIO Manuel Perez,P.E. Product Control Ex finer NOA No.20-0 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. Manuel Perez,P.E. Product Control Ex finer NOA No.20-0 06.0 Expiration Date: August 23, 3 Approval Date:August 27,2020 E-2 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 6` 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. Manuel PSin Product Control NOA No.2Expiration Date: Augus Approval Date:August 27,2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6t'Edition (2017) and the FBC 7t'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 DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF FOR ANCHOR VARIES PER GLASS TYPE, NOT RATED FOR THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). QUANTITIES, 23" O C. g° SEE TABLES 2-10 IMPACT RESISTANCE SEE TABLES 11-14 B � 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. O.C. USER INSTRUCTIONS: 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY i 1)DETERMINE THE SITE SPECIFIC,WINDOW APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE — OPENING'S DESIGN PRESSURE REQUIREMENT SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER FROM ASCE 7. ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X 76' A A 2)KNOWING YOUR GLAZING OPTION(TABLE 1), WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS OVERALL WINDOW CONFIGURATION AND SIZE,DETERMINE DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE HEIGHT 69" / XE / YOUR WINDOWS DESIGN PRESSURE FROM TABLES DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK SASH (� FIXED IT MUST EQUAL OR EXCEED THE DESIGN PRE DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT 75" VISIBLE —(/ VISIBLE PRESSURE REQUIREMENT FOR THE BUCK LIGHT / LIGHT , 22-1/2" WINDOW OPENING OBTAINED IN STEP 1. OF RECORD, (AOR). HEIGHT O.C. A) UPDATED TO FBC 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 34-3/8" 3)DETERMINE THE ANCHOR QUANTITY FROM 2020, REVISED ANCHOR USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.SILL SASH 34-3/8"FIXED TABLES 11-17. .N TYPE TABLE. ANCHORS MUST BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER VISIBLE VISIBLE LIGHT s RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF LIGHT 4)INSTALL PER SHEET FOR FLANGE THESE INSTRUCTIONS. INSTALLATIOO N,SHEET 12 FOR EQUAL LEG INSTALLATION OR SHEET 13 FOR INTEGRAL FIN JR-03/11/20 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT INSTALLATION. 9"MAX. Y FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. B � Q SEE WEEPHOLE (8-1/2" NOTE:DESIGN PRESSURE RATING DETERMINATION w O U) 7)DESIGN PRESSURES: NOTES THIS SHEET 75"BUCK WIDTH MAX. IS THE SAME PROCESS FOR ALL FRAME TYPES A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. 76"OVERALL WIDTH BUCK) (FLANGE,INTEGRAL FIN OR EQUAL LEG/BOX). 0 0 U) naa B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND TYP FLANGE. XO ELEVATION (OX SIM.) WEEPHOLE NOTES: >- h a}op Q GLASS PER ASTM El300. O N 1) 1-5/8"X.300"WITH PLASTIC BAFFLE. O C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. MAX. DIMENSIONS ALLOWED SHOWN O U) 2) 1 WEEPHOLE LOCATED AT 4"FROM EACH END. J M Z FOR ANCHOR 3) 1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. O —j O = W 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS QUANTITIES, Z u- rip Z CD CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE SEE TABLES 15-17 12" = W —, ,fe ti HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT,THE 1.6 LOAD DURATION FACTOR 22-1/2" O.C. 12"O.C. Imo— SEE SHEET 13 FOR U U_ q J umwo WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO O.C. I I B INTEGRAL FIN N Z dam- < 9Mp CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE '---�� i -- r� i ---- �� ANCHORAGE TYPE o j to Z FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. &SPACING r0 Z O Z Of Q LO 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER LLI CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING O W LL O JURISDICTION. r C 56" 56" C (0 0Y W 10 REFERENCES:TEST REPORTS FTL 18-7891 &18-7891.01;ELCO ULTRACON NOA; SASH FIXED ® rn °n DEWALT/ELCO CRETEFLEX NOA;DEWALT ULTRACON+NOA;NATIONAL DESIGN SPECIFICATION 63 VISIBLE VISIBLE N N w FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL OVERALL LIGHT / LIGHT / / Z 0O }aa4S HEIGHT 22-1/2" O = O 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 62 O.C. ¢ Z Q BUCK 34" 55-3/8"FIXED Q HEIGHT VISIBLE ASH VISIBLE LIGHT I z W uj LIGHT J W 2 TABLE 1: 9 Q O DP Table # Anchor Table # al}l 'osap sauas Glass 13 SEE WEEPHOLE / Description (Listed from Exterior to Interior) XO OX XOXI L XO/OX XOX NOTES THIS SHEET Type STD HD STD STD HD STD 119"BUCK WIDTH \\ate `r' tlt' 1 1/8"AN 2 - 11 _ _ 120"OVERALL WIDTH \a` �' l 2 1/8" TP 3 - 10 12 - 17 TYP. FLANGE XOX ELEVATION 3 3/16"AN 4 5 8 11 13 15 4 3/16"TP 3 6 10 12 14 17 MAX.DIMENSIONS ALLOWED SHOWN No. 58705 5 13/16" IG 1/8"AN CAP, AIRSPACE, 1/8"AN 4 - 8 11 - 15 GENERAL NOTES..................................1 —_ CODES/STANDARDS USED: ELEVATIONS..........................................1 — 6 13/16" IG: 1/8"TP CAP, AIRSPACE, 1/8"TP 3 - 10 12 - 17 a 2020 FLORIDA BUILDING CODE(FBC),7TH EDITION GLASS TYPES TABLE...........................1 � —°• d 7 13/16" IG: 3/16"AN CAP, AIRSPACE, 3/16"AN 3 7 1 9 12 14 16 • 2017 FLORIDA BUILDING CODE(FBC),6TH EDITION DESIGN PRESSURES...........................2-6 O ' T, TE F 8 13/16" IG: 3/16"TP CAP, AIRSPACE, 3/16"TP 3 1 6 10 12 1 4 17 • ASTM E1300-09 ANCHOR QUANTITIES....................-....7-10 F' ® ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION AN=ANNEALED INSTALLATION/ANCHOR SPECS.......11-13 HS=HEAT-STRENGTHENED • ALUMINUM DESIGN MANUAL,ADM-2015 EXTRUSION PROFILES........................ 14 `>� NAL TP=TEMPERED • AISI S100-16 CORNER ASSEMBLY............................15 }/1 1 1 1 1 1 t 0� • AISC 360-16 PARTS LIST............................................15 A.LYNN MILLER,P.E. P.E.#58705 TABLE 2: NOTES: Overall Design Pressure (Ibs/ft)for XO & OX Windows Glass Types: 0 1)OVERALL(TIP TO TIP) Meeting Rail: Standard 1/8"AN DIMENSIONS SHOWN.FOR Width t. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 'GLASS INTEGRAL FIN AND EQUAL-LEG 21-1/8" Overall Hgt. 9 9 g 9 WINDOWS,SUBTRACT 1"FROM 20" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -119.5 +65.0 -102.8 30 THE TIP TO TIP DIMENSION IN THE 22 TABLE TO DETERMINE THE 25" +65.0 -130.0 +65.0 -130.0 +65.0 -110.9 +65.0 -97.0 +65.0 -83.2 1/2"NOW WINDOW SIZE. GLASS BITE 37" +65.0 -130.0 +65.0 -78.4 +57.9 -57.9 +53.5 -53.5 +50.1 -50.1 EXTERIOR 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. ILL 49" +65.0 -118.0 +65.0 -71.0 +47.6 -47.6 +40.0 -40.0 +33.2 -33.2 74 61" +65.0 -88.3 +62.0 -62.0 +46.1 -46.1 +39.9 -39.9 +32.9 -32.9 32 67" +65.0 -79.0 +57.9 -57.9 +43.7 -43.7 +38.6 -38.6 +32.6 -32.6 GLASS TYPE 1 74" +65.0 -68.4 +52.0 -52.0 +40.1 -40.1 +36.0 -36.0 +30.9 -30.9 A) NO CHANGES THIS c SHEET. 0 1/8"TP 3/16"TP 1--GLASS GLASS JR- 03/11/20 30 -t 22 30 22 1/2"NOM. 1/2"NOM. W Y Q TABLE 3: GLASS BITE GLASS BITE W o > EXTERIOR EXTERIOR > M > nab{ Glass Types: 2, 4, 6, 7, 8 co O Overall Design Pressure (Ibs/ft2) for XO & OX Windows a a �, O U Width Meeting Rail: Standard 74 74 N Q 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 32 GLASS TYPE 2 32 GLASS TYPE 4 O M z z0 20" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 I` 13/16"NOM. Z L 0 W 13/16"NOM. IT GLASS STACK = LU � Z � Cp 25" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 GLASS STACK U C) o Mo Q 37" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 AIRSPACE 3/16"AN OR N Z CC) Q °N AIRSPACE W HMO /8"TP GLASS TP GLASS Otz- > �- 49" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -126.7 +65.0 -106.5 31 CGLASS 31 74 Z Z 61" +65.0 -130.0 +65.0 -130.0 +65.0 -129.0 +65.0 -109.2 +65.0 -90.6 W W 67" +65.0 -130.0 +65.0 -130.0 +65.0 -122.9 +65.0 -103.2 +65.0 -85.1 1�OR 1 B OR 1 B 1/2"NOM. J m GLASS BITE O 74" +65.0 -130.0 +65.0 -130.0 +65.0 -117.6 +65.0 -97.9 +65.0 -80.0 ExTERIOR EXTERIOR ( WNNU)70-73 0 O= W 33 OR 33B GLASS TYPE 6 33 OR 336 ¢ GLASS TYPE 7 (ANNEALED) Z) °- o GLASS TYPE 8 (TEMPERED) a z z coo w ' W = TABLE 4: Q cl Glass Types: 3, 5 13/16"NOM. a�;l °sap sauaS Overall Design Pressure (Ibs/ft2) for XO & OX Windows GLASS STACK Meeting Rail: Standard Width LN 3/16"AN AIRSPACE Yv, i 21-1/8 Overall Hgt. 37 Overall Hgt. 49 Overall Hgt. 55 Overall Hgt. 63 Overall Hgt. GLASS /8' AN GLASS 1�� C� ..••••.: f, 20" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 `cEv 30 31 74 � •' f 25" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 22 No. 58705 1/2"NOM. �OR 1B 1/2"NOM. CA 37" +65.0 -130.0 +65.0 -130.0 +65.0 -104.2 +65.0 -96.3 +65.0 -90.2 GLASS BITE GLASS BITE _-O EXTERIOR EXTERIOR 0 :49" +65.0 -130.0 +65.0 -119.0 +65.0 -82.6 +65.0 -72.0 +59.8 -59.8 ' OrF. <t/ ' 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 32 GLASS TYPE 3 33 OR 33B GLASS TYPE 5 70 73 Ar''f;�/ONAL 74" +65.0 -123.1 +65.0 -83.4 +65.0 -66.1 +57.6 -57.6 +48.6 48.6 /Y 11 ° ' °t e l A.LYNN MILLER,P.E. P.E.#58705 TABLE 5: Glass Types: 3 Overall Design Pressure (Ibs/ft )2 for XO & OX Windows Meeting Rail: Heavy-Duty Width 3/16"AN 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. GLAss 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 30 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 22 1/2"NOM. 37" EXTERIOR+65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -117.2 +65.0 -99.5 +65.0 -79.9 GLASS BITE 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 a 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 74 32 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 GLASS TYPE 3 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 A) NO CHANGES THIS 0 SHEET. TABLE 6: 13/16"NOM. '� JR - 03/11/20 Overall 2 Glass Types: 4, 8 GLASS STACK Design Pressure (Ibs/ft ) for XO & OX Windows Meeting Rail: Heavy-Duty AIRSPACE 00 - Width 3/16"TP 3/16"TP GLASS Y Q 21-1/8 Overall Hgt. 37 Overall Hgt. 49 Overall Hgt. 55 Overall Hgt. 63 Overall Hgt. 76 Overall Hgt. GLASS o 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 30 31 74 0 o 0 naa 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 22 >- ti aloe O Q 1/2"NOM. 1 OR 1 B 1/2"NOM. CON 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 GLASS BITE GLASS BITE O M U) O EXTERIOR EXTERIOR O J O c W o 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 a a z "- (0 z -� c0 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 74 70-73 W v � JMDJa o Z �t N 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 32 33 OR 336 ~o W 0MG GLASS TYPE 4 GLASS TYPE 8 ~o > z 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 � z °' - WLO W J � 0LL O TABLE 7: (o cM 2 Glass Types: 7 (-®-- 13/16"NOM. ® N W GLASS STACK N N Overall Design Pressure (Ibs/ft )for XO & OX Windows z o U) laa4s Width Meeting Rail: Heavy-Duty O = 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. AIRSPACE r> Of ¢o 3/16"AN GLASS 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 U) z z (`00 31 74 a CO , 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 w J W = 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 1GOR 1B 1/2"NOM. Q ❑ GLASS BITE al}il •�sa4 sauas 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 EXTERIOR 6111 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -110.7 +65.0 -93.4 +65.0 -75.8 70-73 �� d '.L ° ,,1.'�`�i�i 67 +65.0 -130.0 +65.0 -130.0 +65.0 -125.1 +65.0 -107.3 +65.0 -89.8 +65.0 -70.6 33 OR 33Bt�` 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 GLASS TYPE 7 No. 53705 NOTES: 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND 0 STATE OF ll! EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. d0rilli`. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. ��!! i }1 A.LYNN MILLER,P.E. P.E.#58705 TABLE 8: Glass Types: 0 Overall Sash Width Design Pressure (Ibs/ft2)for XOX Windows Meeting Rail: Standard 3/16"AN Width Configuration Range (in) 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. GLASS Ot 44" /4-1/2-y4 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 22 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 49" 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 EXTERIOR 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-�/412.038 - 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 32YPE 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 A) NO CHANGES THIS 1/4 61" -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 SHEET. 13/16"NOM. m 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 GLASS STACK c2 JR-03/11/20 1/4-1/2-1/4 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 AIRSPACE /8"AN GLASS 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 31 74 00 Y Q 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 > M 3: ^a� 21 OR 1 B 1/2"NOM. 1/4-1/2-y4 ** - 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 EXTERIOR GLASS BITE o U) 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 /t-, � N 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 _ z o 70-73 O p Z W Y4-1/2-1/4 ** -25.302 +65.0 -91.4 +61.3 -61.3 +51.2 -51.2 +47.1 -47.1 +42.5 -42.5 +36.9 -36.9 33 OR 3B GLASS TYPE 5 = L C, �- J �e ti 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 W Z v Q ""°'° ON 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 o W �M° z z 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 z °' W LO 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 W m LL J O 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 O ry 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 ® N IV (n )-is **MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-57.924 ZO O W _ ~ p **MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)- OVERALL WIDTH-56.924 2 D- r cn Z Z coo w U J W = Q awl Asa° ELLS �����11iIlt},rlf�J 0 V`{ LY[viv ��r® Nc. 53705 NOTES. TE OF CC/ 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND c : EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION INS`'. THE TABLE TO DETERMINE THE WINDOW SIZE. s�� fe\lAIs � �`� 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P.E. P.E.#58705 TABLE 9: Overall Sash Glass Type: 7 Sash Design Pressure (Ibslft2)for XOX Windows Width Meeting Rail: Standard 13/16"NOM. Width Configuration GLASS STACK Range (in) 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 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 AIRSPACE � 1/4-1/2-1/4 3/16"AN GLASS 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 31 74 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 49" (BOR 1B 1/2"NOM. 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 GLASS BITE EXTERIOR 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 53-1/8" 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 70-73 A) NO CHANGES THIS 1 1 1 33 SHEET.R 33B /4_ _/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 G LASS TYPE 7 ° 61 -- L 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 JR-03/11/20 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 co Y Q r 1/3-1/3-1/3 22.186 -25.675 +65.0 1 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -126.9 +65.0 -108.2 +65.0 -90.5 > M nab{ 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 0 o OU 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 (9 N W <t O 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 J o W o z '� CDCD 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 = L r Z (ati J 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 W Z 000 Q UMOJ° 'ON It JM° 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 > Z 0 0 _ 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 z W W LO W _j 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 _j in0 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 F- LO � m W 1/4_12_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 () }aayS 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 0 Oz W � � Q 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 a o 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 w 0 m 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 � W = Q 0 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 awl •asa° sauas MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.5562 ��� �f� ®� *'MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)= 2 OVERALL WIDTH-57.556 \a,. GEN i</ No. 58705 NOTES: 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND `.�, SAE F �® EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN ; ' . C'f i .•' o THE TABLE TO DETERMINE THE WINDOW SIZE. N'tt"tt i"i p� 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 1 1 0 9 1 1 1 0 0\, A.LYNN MILLER,P.E. P.E.#58705 TABLE 10: Sash 2 Glass Types: 2, 4, 6, 8 --GLASS Width Configuration Overall Sash Width Design Pressure (lbs/ft )for XOX Windows Meeting Rail: Standard 30 Range (in) 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 22 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 1/2" 44" 1/4 1/2 1/4 EXTERIOR GLASSS BITE 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 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 74 49" 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 32 GLASS TYPE 2 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 LA 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 G TP -GLASS A) NO CHANGES THIS 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 30 o SHEET. 61" :N 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 22 1/2"NOM. JR -03/11/20 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 EXTERIOR GLASS BITE 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 �j 00 / `>; 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 74 > M nab ** 32 GLASS TYPE 4 p 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 0 o to �- a}o° O Q 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 0 N O 13/16"NOM. M z 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 GLASS STACK O _j o W o Z �- Z -� co 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 AIRSPACE = Lu T7 v r` /8"TP GLASS U U O J uMo 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 UJ z 00 Q ° 'ON 31 74 W °M° 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 00 > Z ** 1 OR 1 B 1/2"NOM. z - U) 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 GLASS BITE Of W LO EXTERIOR W -j 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 _j Q O 1/3 1 1 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 0 F- m -/3-/3 m W 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 33 0R 33B GLRSS TYPE 6 70-73 O U) }aays 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 CN o Oz W 1/3-1/3-/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 ~ � a 13/16" o NOM. I- ** -! � GLASS STACK cn Z Z c�O 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 C0 , w 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 AIRSPACE 3/16"TP GLASS J W = Q � 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 al}ll Asa° sauas 31 74 *"MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 * = OVERALL WIDTH MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS -57.556 OR 1 B 1/2"NOM. aj` r� �Uo�1fefs ( ) 2 EXTERIOR GLASS BITE ti ` OGEtv 6 <� allo. 58705 70-73 : -0 , NOTES: 33 OR 3B l ) 0 '. VTE OF 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND ® � ' • . EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN GLASS TYPE 8 `*�� �? THE TABLE TO DETERMINE THE WINDOW SIZE. �/i /ONAL e 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. /11 1 1 1 1 1 1 1 0 t A.LYNN MILLER,P.E. P.E4 58705 TABLE 11: TABLE 12: Anchor Quantities for XO & OX Windows Glass Types: 1, 3, 5 Anchor Quantities for XO & OX Windows Gass Types: 2, 4, 6, 7, 8 ' Meeting Rail: Standard ' Meeting Rail: Standard Overall Width 21-1/8 Overall Hgt. 37 Overall Hgt. 49 Overall Hgt. 55 Overall Hgt. 63 Overall Overall Hgt. Width 21-1/8 Overall Hgt. 37 Overall Hgt. 49 Overall Hgt. 55 Overall Hgt. 63 Overall Hgt. Head & Sill Head & Sill Head & Sill Head & Silt Head & Sill Head & Sill Head & Sill Head & Sill Head & SillCU Head & Sill 01 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 20" 1+C2+1 2 1+C2+1 2 1+C2+1 31 1+C2+1 31 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 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 3 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+C2+1 3 1+C2+1 3 49" 1 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+C2+1 3 1+C2+1 3 1+C2+1 3 61" 1+C2+1 2 1+C2+1 2 1+C3+1 3 1+C3+1 3 1+C3+1 3 A) NO CHANGES THIS 67" 2+C2+2 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 67" 2+C2+2 2 2+C2+2 2 2+C3+2 3 1+C3+1 3 1+C3+1 3 SHEET. 0 74" 2+C2+2 2 2+C2+2 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 74" 2+C2+2 2 2+C2+2 2 2+C3+2 3 2+C3+2 3 1+C3+1 3 JR - 03/11/20 TABLE 13: Glass Types: 3 GUIDE TO USING ANCHOR QUANTITY o 2Q Anchor Quantities for XO & OX Windows TABLES FOR XO/OX WINDOWS: W o Meeting Rail: Heavy-Duty > M nab Width 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. 12+C3�►21 141 0 o CO a;DG O Head & Sill Head & Sill Head & Sill Head & Sill Head & Sill Head & Sill O -� -� J coz z O _l o W o 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 CLUSTER OF 3 z LL coo Z co 2 ANCHORS ANCHORS 4 ANCHORS r LLJ T tg 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 ATTHE 2ANCHORSAT IN THE U U o -j UMDJ CENTERED AT THE THE FIXED LITE W - o J ON SASH MEETING RAIL JAMB I- Z H 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 W T F- 0mo 49" 1+C2+1 2 1 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 31 1+C2+1 4 0 z 23"MAX.O.C. �- Z `. CA Lo 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 9"MAX. W m LL 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 ---- ---� r ---� O < O 76" 2+C2+2 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 d ---- X O ---- 9,MAX. ® N N 0) 22-1/2" / - - / z O Q �11a45 TABLE 14: MAX.O.C. p = Glass Types: 4, 7, 8 MEETING RAIL �' 2 C'1 ao Anchor Quantities for XO & OX Windows t z o Meeting Rail: Heavy-Duty REPEAT ANCHOR PATTERN AT SILL Overall 21-1/8" Overall Hgt. 37" Overall Hgt. LHead� erall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. � U W Width 12"MAX.O.C. I®---+� 6"MAX.O.C. -�) I-■- J Z = Q Q CU Head & Sill E Head & Sill E & Sill Head & Sill E Head & Sil► Head & Sill 01 alpl •Dsao sagas 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 tea` L� 'V� LYNA� 1�'11 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 LiLvs�''" � 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 > No. .58705 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 = A = 61" 1+C2+1 2 1+C2+1 2 1+C3+1 3 1+C3+1 3 1+C3+1 3 1+C3+1 4 2-ANCHOR 3-ANCHOR V_A0 .� U 67° 2+C2+2 2 2+C2+2 2 2+C3+2 3 2+C3+2 3 2+C3+2 3 1+C3+1 4 CLUSTER DETAIL CLUSTER DETAIL T 76" I 2+C2+2 121 2+C2+2 121 2+C3+2 131 2+C3+2 3 2+C3+2 131 1+C3+1 4 NOTES: TIP DIMENLL(TIP SION N E TABLE TO DETERMINE HE DIMENSIONS SHOWN.FOR TO WINDOW SUBTRACT 1"FROM THE TIP TO 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P.E. P.E.#58705 TABLE 15: Glass Types: 3, 5 Sash Anchor Quantities for XOX Windows Meeting Rail: Standard Overall Sash 12"MAX.O.C. Width 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Width Configuration Range (in) - Q .O Q .Q -0 Head & Sill m Head& Sill m Head & Sill E Head & Sill E Head & Sill E Head & Sill m 1/4-1/2-1/4 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 31 1+C2+1+C2+1 31 1+C2+1+C2+1 3 44" �/ /3-1/3 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+C2+1+C2+1 3 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 49" Y3-1/3 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+C2+1+C2+1 3 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 2-ANCHOR 53-1/8" 1 1 1 CLUSTER DETAIL /3-/3-/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 1 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 A) EE CHANGES THIS NO „ /4-/2- 61 � SHEET. 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 •2 1/4-1/2-1/4 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 JR -03/11/20 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 _ 00 Y Q %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 W oco (� 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 CD UO �aa 1/3-1/3 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 >� LO a p oO / / � N Q 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 d O 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 p _j o w co Z �- S Z m 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 = W 7 V ti J �e 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 W U 00 J uMOJ(7 LU ON d 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 o j P U) cMa 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 0 z rn Z 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 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 w Lo J m u_ **MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-57.924 0 co 00 *MIN.SASH WIDTH(EQUAL-LEG WINDOWS)= OVERALL WIDTH-56.924 rn 2 o O j #aa4S d o 1+1aC21 3*C2101 13 J ZLo Q Q awl 4s CLUSTER OF 2 CLUSTER OF 2 i ! 3ANCHORS vA ANCHORS ANCHORS IN THE �� Q I Y .',A AA r 1 THE SASH T CENTERED AT THE CENTERED AT THE \ \,1GE�V ; ff�� 'f r GUIDE TO MEETING RAIL 3 ANCHORS AT MEETING RAIL JAMB �� > USING ANCHOR THE FIXED LITE QUANTITY THE SASH 22-1/2"MAX.O.C. 1 ANCHOR AT _- No. 58705 - 9"MAX. � 12"MAX.O.C. ��= _ TABLES FOR -� Q = --� -----� ----- r----- r-- T-z 0 XOX WINDOWS: 1 0 ' S TE F P` � NOTES: r - - ----- TL 9"MAX.1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE !!! ALTIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. T ANCHOR PATTERN AT SILLMEETING RA A.LYNN MILLER,P.E. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. P.E.#58705 TABLE 16: Anchor Quantities for XOX Windows Glass Types: 7 Sash Meeting Rail: Standard 12"MAX.O.C. --I-* ►I Overall Sash Width 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 1 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Width Configuration Range(in) M .o � .n .n .Q Head & Sill Head& Sill Head & Sill Head & Sill Head&Sill Head & Sill E 44„ 1�4-1�2_1/4 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 //// j/ \ 1/3-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 1�4_12_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 49" 1�3-1�3-1�3 13.303 - 16.675 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+C2+1+C2+1 3 1+C3+1+C3+1 3 2-ANCHOR 1�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 CLUSTER DETAIL 53-1/8" 1 1 1 A NO CHANGES THIS 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 � SHEET. 1/4 61" -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+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 6"MAX.O.C. -►1 �-�- 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 JR - 03/11/20 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-�3-�3 22.186 25.675 1+C2+1+C2+1 21 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 / > o 1/4- 2-14 ** -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 Q o Co 00 naa 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 >- ti apo O Q 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 3-ANCHOR O M Z Z -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 CLUSTER DETAIL O LL o W 1�4 1�2-1�4 Z CO Z (0 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 V U o J �Mo ~ 00 J c 1�3-1�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 o W < 9Ma -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 ti > �4-��2-1�4 ** p Z 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 Z `� W Lo W J 1/3-y3_1/3 30.186 -36,675 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 _j Q LL 1�-1�2-1�4 ** -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 W 4 �~ rn rn !- 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 N1- 1/3 1 3-1 3 33.1$6 -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 z O Q }aays O = 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 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 O Z 0 c~n _Z m custom 33.186 -38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 1+C2+3+C2+1 3 1+C3+2+C3+1 3 1C2► 3+�IC2�►1 13 w U X MIN. SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 Q Q 2 a!}!1 �sa4 sauaS --MIN.SASH WIDTH(EQUAL-LEG WINDOWS)= OVERALL WIDTH-57.556 2 CLUSTER 2 CLUSTER 2 3 ANCHORS ANCHORS ANCHORS ,\: � L�`ty{GUIDE TO 1 ANCHOR AT; IJA THE BQ ' . ` '©I CENTERED AT THE CENTERED AT THE ti \C'EN THE SASH MEETING RAIL 3 ANCHORS AT THE FIXED L MEETING RAIL USING ANCHOR ITE � �`.°• '. •�.5 �, QUANTITY 22-1/2"MAX.O.C. 1 ANCHOR AT No• 58705 9"MAX. 12"MAX.O.C. THE SASH TABLES FOR r XOX WINDOWS: d , • �, NOTES: O- - X ��/ Z C)R 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE �`�e TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. REPEAT ANCHOR PATTERN AT SILL MEETING RAIL A.LYNN MILLER,P.E. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. P.E.#58705 TABLE 17: Glass Types: 2, 4, 6, 8 Sash Anchor Quantities for XOX Windows Meeting Rail: Standard Overall Sash 12"MAX.O.C. -�--+-� Width Configuration Width 21-1/8 Overall Hgt. 29 Overall Hgt. 37„ Overall Hgt. 49 Overall Hgt. 55' Overall Hgt. 63 Overall Hgt. Range (in) .a � � Head & Sill Head & Sill 0 Head & Sill Head&Sill Head & SillCU Head & Sill 11 44" Y41/z1/4 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 Y31/31/3 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/-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+C3+1+C3+1 3 1/31/3-1/3 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+C3+1+C3+1 3 2-ANCHOR 53-1/8" 1/41/2-1/4 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+C3+1+C3+1 3 CLUSTER DETAIL 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+C3+1+C3+1 3 A) NO CHANGES THIS 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 SHEET. 61" 1/4 1/2-1/4 6"MAX.O.C. -+-) � m 1/31/3 1/3 16.303 -20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 _,_ JR- 03/11/20 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 00 Y Y3 1/31/3 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+2+C3+1 3 1+C3+1+C3+1 3 //� F > o t>o M > nab{ 1/41/2-1/4 ** -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 Q o O 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 }- ti a�oa O Q Y3-1/3-1/3 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 3-ANCHOR O M Z 1/4-1/2_1/4 *' -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 CLUSTER DETAIL Z u- m z W 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 3 1+C3+2+C3+1 3 = Lu v I` U U O J UMOjo 1/31/3 1/3 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 W F- °N W ,••� �Ma 1/41/21/4 ** -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 0r-- > o Z 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 T z W W U) 1/1/3 1/3 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 J Q LL O Y4-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 Z } o 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 N N H 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 z 0 Z }aays Z � Q O 1/41/2-1/4 ** -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 C) Q O_ 120" custom 31.053 -33.185 1+C2+3+C2+1 2 2+C2+3+C2+2 2 2+C2+4+C2+2 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 _ z O CO 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+3+C3+1 3 1fiC 3+�IC2 1 13 5 - U � MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 Q Q 1: al}!1 •asa4 sauas " MIN.SASH WIDTH(EQUAL-LEG WINDOWS)= OVERALL WIDTH-57.556 2 CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS ANCHORS ANCHORS IN THE ti 1� LYN 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 ` 1 USING ANCHOR THE FIXED LITE 22-112"MAX.O.C. 1 ANCHOR AT ,° No. 53705 QUANTITY 9„MAX -.- 12"MAX.O.C. THE SASH _ /� - (Ol TABLES FOR --� -----� ---- �----- 7 XOX WINDOWS: I = �) ° T€ - X - -O- X - 9"MAX. NOTES: ,.. ' ' . Lilt? '.•°' 0 � t e 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE / t> NAL TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. t I 1'I I 1 1 11 MEETING RAIL REPEAT ANCHOR PATTERN AT SILL A.LYNN MILLER,P.E. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. P.E.#58705 INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X BUCKSTRIP OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. DIRECTLY INTO CONCRETE/CMU. INTO CONCRETEICMU.SEE NOTE 2,THIS SHEET. 1/4"MAX.SHIM 1/4"MAX.SHIM �- EDGE DISTANCE -4�I EMBEDMENT I EMBEDMENT SASH VISIBLE 12 4 1/4"MAX. EDGE LIGHT WIDTH " EDGE SHIM �—� EMBEDMENT DISTANCE t 17 DISTANCE a 35 `. . .. a. TYP.ANCHOR TYPE, FIXED VISIBLE EMBEDMENT AND •6'° 8 LIGHT WIDTH ` EDGE DISTANCE PER e SUBSTRATE,SEE " ° TABLE 18. A) REVISED ANCHOR 12"LENGTH,CENTERED ° ° 63 EXTERIOR ° o TYPE TABLE. 1 20 ABOVE SASH °° ;.. 16 14 15 JR - 03/11/20 TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER OVERALL WIDTH DISTANCE PER SUBSTRATE,SEE TABLE 18 00 Y SUBSTRATE,SEE TABLE 18 &NOTE B FOR HEAD TYPE. W o U M nay (SHOWN WITH I.G.GLAZING) � O 0 VISIBLE 11 1/4"MAX.SHIM N a}op T LIGHT c' Q OVERALL HEIGHT 4 M Z Z HEIGHT INSTALLATION O r o z W m 52 OPTION 4 = 1. 1 �e 1- ANCHORED THROUGH U U O J uM°-1p 51 50 FRAME INTO METAL FF_ IZ d� < ON 9Mp O > r co z 50 TYP.ANCHOR TYPE, o z rn 13 EMBEDMENT AND IY LO EDGE DISTANCE LL 10 40 50 EXTERIOR �j PER SUBSTRATE, J W LL O (- SEE TABLE 18. 0 U 19 - z rn 14 15 MIAMI-DADE APPROVED MULLION,FBC N N LL 7 COMPLIANT ALUMINUM/STEEL FRAMING z O Z }aays OR STEEL STUD.MAY BE VERTICAL OR O = O HORIZONTAL SECTION C-C HORIZONTAL.SEE SUBSTRATE ¢ 5; P ao (SHOWN WITH MONO.GLAZING) PROPERTIES,TABLE 18. J cn z_ J 36 NOTES: _TABLE 18: J z_ Min. Edge Min. Q 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON Anchor Substrate a�}}l asap sauas Distance Embedment TABLE 18.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Southern Pine SG=0.55 9/16" 1-3/8' A)MIN.OF 3 THREADS ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE #12 Steel, ( ) BEYOND THE METAL OF THE WINDOW. Aluminum,6063-T5 min. 3/8" 0.063" ,, f 18-8 or 410 SUBSTRATE. ��' �ti /Jp � A36 Steel 3/8" 0.063" a ........ t` 1/4"MAX. a °° EMBEDMENT 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE SS Screw Steel Stud,Gr. 33 min. 3/8" 0.045"(18 Ga) B)USE ONLY FLATHEAD SHIM ° 18.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE ANCHORS IN HEAD AND �1 CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE Concrete(min. 3.35 ksi) 1" 1-3/4" ° 1/4"410 SS SILL. PAN/HEX/FLAT HEAD ; No. 58705 OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" EXTERIOR ° CreteFlex TYPE IS ALLOWABLE FOR _ WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X Southern Pine(SG=0.55) 1" 1-3/8" ANCHORS IN THE JAMBS. U _ EDGE TYP.ANCHOR TYPE, AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY Concrete(min.2.85 ksi) 1" 1-3/8" f (1 I� DISTANCE EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN 1/4"Steel C)"UNGROUTED CMU" S TE F I Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" INSTALLATION OPTION 2 DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER Ultracon VALUES MAY BE USED FOR OR ARCHITECT OF RECORD. Southern Pine(SG=0.55) 1" 1-3l8" GROUTED CMU ANCHORED THROUGH FRAME SEE TABLE 18. r �? DIRECTLY INTO CONCRETE/CMU. Concrete(min.3.00 ksi) 1-3/16" 1-3/8" APPLICATIONS. r�� j �"q 4- •5 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS 1/4"Steel t DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. Ultracon+ Ungrouted CMU, (ASTM C-90) 1-1/2" 1-1/4" l/r I t I I t o VERTICAL SECTION B-B Southern Pine(SG=0.55) 1" 1-3/8" A.LYNN MILLER,P.E. P.E.#58705 INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X BUCKSTRIP OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. DIRECTLY INTO CONCRETE/CMU. INTO CONCRETE/CMU.SEE NOTE 2,THIS SHEET. 1/4"MAX.SHIM 1/4"MAX.SHIM EDGE DISTANCE EMBEDMENT I-.-- EMBEDMENT SASH VISIBLE 6 1/4"MAX. .a LIGHT WIDTH 12 SHIM EMBEDMENT EDGE 17 EDGE DISTANCE a DISTANCE °. 35 a TYP.ANCHOR TYPE, FIXED VISIBLE EMBEDMENT AND LIGHT WIDTH a EDGE DISTANCE PER ae SUBSTRATE,SEE TABLE 19. A) REVISED ANCHOR 63 EXTERIOR __ as TYPE TABLE. 3 12"LENGTH,CENTERED a 20 ABOVE SASH •,_ 16 7 14 15 ° JR - 03/11/20 TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, EMBEDMENT AND EDGE BUCK WIDTH EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER 0 Y SUBSTRATE,SEE TABLE 19 SUBSTRATE,SEE TABLE 19 W \ Q &NOTE B FOR HEAD TYPE. HORIZONTAL SECTION A-A &NOTE B FOR HEAD TYPE, > O nab (SHOWN WITH I.G.GLAZING) 0 o U) VISIBLE �- a}o0 0 Q LIGHT 11 1/4"MAX.SHIM U dam' O HBUCK E GHT HEIGHT 6 INSTALLATION U_ QO Z W v- 52 OPTION 4 = W m �a ti ANCHORED THROUGH U U O UMDJO W W J 'ON 51 50 FRAME INTO METAL ~O W F- 0MG 50 It TYP.ANCHOR TYPE, ~O Z Z EMBEDMENT AND `- `� U LO 13 EXTERIOR EDGE DISTANCE W W 10 40 50 PER SUBSTRATE, J J LL J O SEE TABLE 19. 0 Q CV 19 ® N � fV W 9 14 15 MIAMI-DADE APPROVED MULLION,FBC �/ z O 2 }aays COMPLIANT ALUMINUM/STEEL FRAMING / O = O HORIZONTAL SECTION C-C OR STEEL STUD.MAY BE VERTICAL OR—/ F- Q HORIZONTAL.SEE SUBSTRATE Q o (SHOWN WITH MONO.GLAZING) PROPERTIES,TABLE 19. Z J ti CD w 36 NOTES: U)TABLE 19: Q Z 1 USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON Min. Edge Min, al}il asaa sauas ) Anchor Substrate Distance Embedment TABLE 19.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. A)MIN.OF 3 THREADS �t s j i ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE Southern Pine(SG=0.55) 9/16" 1-3/8" 11 1/ #12 Steel, BEYOND THE METAL �� /o� ° OF THE WINDOW. Aluminum,6063-T5 min. 3!8" 0.063" SUBSTRATE. �-��� 1/4"MAX. ° , SS Screw A36 Steel 3!8" 0.063" �tGFt;,�e o SHIM a° EMBEDMENT 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE Steel Stud, Gr.33 min. 3/8" 0.045"(18 Ga) B)USE ONLY FLATHEAD A. 19.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE ANCHORS IN HEAD AND CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE Concrete(min. 3.35 ksi) 1" 1-3/4" �#O. 58'05 1/4"410 SS SILL.PAN/HEX/FLAT HEAD s EXTERIOR OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" TYPE IS ALLOWABLE FOR WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. 1X CreteFlex Southern Pine(SG=0.55) 1" 1-3/8" ANCHORS IN THE JAMBS. -`"O . EDGE .TYP.ANCHOR TYPE, AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY Concrete(min. 2.85 ksi) 1" 1-3/8" r6d ;'DISTANCE TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN 114"Steel _ 1-1/4" C)"UNGROUTED CMU" F /\ EMBEDMENT AND EDGE Ungrouted CMU, (ASTM C 90) 2 1!2" e AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER Ultracon g VALUES MAY BE USED FOR fi t ;A . INSTALLATION OPTION 2 DISTANCE PER SUBSTRATE, �` LC� t? R� ANCHORED THROUGH FRAME OR ARCHITECT OF RECORD. Southern Pine(SG=0.55) 1" 1-3/8" SEE TABLE 19. GROUTED CMU f DIRECTLY INTO CONCRETE/CMU. Concrete(min.3.00 ksi) 1-3/16" 1-3/8" APPLICATIONS. O AL 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS 1/4"Steel f DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. Ultracon+ Ungrouted CMU, (ASTM C-90) 1-1/2" 1-1/4" VERTICAL SECTION B-B Southern Pine(SG=0.55) 1" 1-3/8" A.LYNN MILLER,P.E. P.E.#58705 INSTALLATION OPTION 5 EDGE DISTANCE ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. EDGE Imo— EDGE INSTALLATION OPTION 5 1/4"MAX SHIM EDGE DISTANCE DISTANCE DISTANCE I TYP.ANCHOR TYPE,EMBEDMENT In ANCHORED THROUGH FIN INTO 2X -GYP,ANCHOR TYPE, AND EDGE DISTANCE PER WOOD FRAME OR BUCKSTRIP. rnn SUBSTRATE,SEE TABLE 20. 1/4"MAX SHIM EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, I►t-- EMBEDMENT SEE TABLE 20. EDGE SASH VISIBLE � 5 DISTANCE - LIGHT WIDTH 12 _ 17 EMBEDMENT EDGE )- 35 DISTANCE EMBEDMENT ___------'-- � � FIXED VISIBLE LIGHT WIDTH L1/4"MAX. A) NO CHANGES THIS SHIM SHEET. 0 12"LENGTH,CENTERED 63 EXTERIOR 2 20 ABOVE SASH 16 tR JR - 03/11/20 TYP.ANCHOR TYPE, 14 15 EMBEDMENT AND EDGE DISTANCE PER --►) 1/4"MAX.SHIM 00 SUBSTRATE,SEE BUCK WIDTH I W O 07 Q TABLE 20. > O nab{ HORIZONTAL SECTION A-A o o U) INSTALLATION 11 (SHOWN WITH I.G.GLAZING) OPTION 6 � N a}oa W Q VISIBLE ANCHORED THROUGH O co 07 Z LIGHT 5 INTEGRAL FIN INTO METAL _1 o W BUCK HEIGHT 52 Z L- S Z -� HEIGHT U U O, uMola 51 50 ~ W � Ia- 'ON 9M4 O > 07 ti d Z Z 50 Z W u7 J � 13 50 EXTERIOR LL J O �1 O c9CO �/ W W 10 40 ® rn F- 14 15 N � Z 19 MIAMI-DADE APPROVED MULLION,FBC }aays 8 COMPLIANT ALUMINUM/STEEL FRAMING TYP.ANCHOR TYPE, ZO O= EMBEDMENT AND EDGE OR STEEL STUD.MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE DISTANCE PER � Q p HORIZONTAL SECTION C-C PROPERTIES,TABLE 20. SUBSTRATE,SEE TABLE F- z J (SHOWN WITH MONO.GLAZING) 20. 0 Q Z 36 NOTES: TABLE 20: a�}il �sa4 sauas SHIM 1/4"MAX Min. Edge Max. Min. Anchor Substrate 1)USE ONLY SUBSTRATE-APPROPRIATE Distance I O.C. Embedment ANCHORS LISTED ON TABLE 20.FOLLOW 2-1/2"x.113" Box Nail Southern Pine(SG=0.55) 5/16" 5" 2-7116" `�°a 1`i MIA,srrlr, EMBEDMENT AND EDGE DISTANCE 2-1/2"x.131"Common Nail Southern Pine(SG=0.55) 3/8" 5" 2-7/16" lam% EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION » . EXTERIOR SHOWN MAY BE USED ON ANY SIDE OF 2-1/2"x.145"Roofing Nail Southern Pine(SG=0.55) 3/8" 5" 2-7/16" : C THE WINDOW. 2-1/2"x.145" Roofing Nail Southem Pine(SG=0.55) 3/8" 5" 2-7/16" .' N0. 58705 EDGE DISTANC7E Southern Pine(SG=0.55) 1!2" 5" 1-318 2)VISIBLE LIGHT WIDTH OR HEIGHT #10 Steel Trusshead Screw or (ALSO REFERRED TO AS DAYLIGHT 0.125"Aluminum, 6063-T5 min. 5/16" 5' 0.09' —+-� EMBEDMENT #12 Steel, 18-8 or 410 SS 2 !� TYP.ANCHOR TYPE,EMBEDMENT OPENING)IS MEASURED FROM BEADING Screw 0.050"A36 Steel 5/16" 5" 0.050" ®{� °° S TE OF �C/� AND EDGE DISTANCE PER TO BEADING. 0.045" 18 Ga)Steel Stud, Gr. 33 min. 5/16" 5" 0.045" INSTALLATION OPTION 5 ( ANCHORED THROUGH FIN INTO 2X SUBSTRATE,SEE TABLE 21. 1)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. �i �j' WOOD FRAME OR BUCKSTRIP. 3)ANCHOR TO BE INSTALLED WITHIN >�! { ►R/AL 2-1/2"OF FIN CORNER. /t/t P} ! 1 1 0 0 VERTICAL SECTION B-B A.LYNN MILLER,P.E. P.E.#58705 2.724" ®- 1 A88" 2.112" .987" �- 2.724" I 2.724" 3.184" 2.786" 2.786" 2.786" 2.560" 2.060" 062" .062" .062" .062" .062" .062" HEAD, FLANGE FRAME HEAD, INTEGRAL HEAD,EQUAL JAMB,FLANGE JAMB,INTEGRAL JAMB,EQUAL LEG A) UPDATED MATERIAL 2 1 3 4 5 6 O FIN FRAME O LEG FRAME O FRAME O FIN FRAME O FRAME PROP. TABLE. 0 �- 1246" JR -03/11/20 2.724" --►� 2.724" --+�-� 2.724" �� . I- 040" 1.513" 00 Y W (n Q 062" 723" > M nab{ 3.151" -v-I .808" �- -+►I .875" ti a o O 3.651" 3.908" ty 0f Q 4.276" 062" 17 HOLE COVER INSTALLATION O ERN 1s WINDLOAD ADAPTER 0 M Z Z OJ O .. W O LL. O Z c� 062" LE062" a (Wj J uM�p o 1.415" N �-f 1.446" p W DMt7 O SILL,EQUAL LEG FRAME 710" 518 p > rn LID O SILL, FLANGE FRAME 10 SILL ADAPTER Z v W T ---II-� fLL 2.105" �I 8 SILL, INTEGRAL 2.211" 062' 040" O O FIN FRAME 2 211' 1s SILL TRACK 20 ANTI-LIFT CLIP ® rn IX d- .170" rn tV N w 062" .630" .464" z }aa4S (-� 2.149" if 1.300" �-�- ZO 0 to 1.803" 360" ® p1.138" .062" �! 9 CS 2,273" Z 1.136 CD 100" 1.300" 032" .062" 045 w " 2 " .070" I' A70 .065" J X = Q W 11 SASH PULL RAIL 1z SASH LOCK RAIL 13 SASH TOP& 14 HD MEETING RAIL 15 STD MEETING RAIL 1s SCREEN ADAPTER z1A IG BEAD 216 IG SNAP BEAD al}rl osa0 sauaS BOTTOM RAIL ONY LYNN HOT-MELT ALUMINUM DESICCANT FILL ��,. SILICONE POLYISOBUTYLENE OCEN,3 TABLE 21:MATERIAL PROPERTIES USED BUTYL REINFORCEMENT SEAL 5/16"NOM. CT=. •769" FOR ANCHORAGE CALCULATIONS: STRUCTURAL 3/16"NOM. SILICONE POLYISO- 1/4"NOM. 5/16"NOM. = No. 58705 Material Min. F�, Min.F. BUTYLENE WITH STRUCTURAL BUTYL& SEAL Steel Screw 92 ksi 120 ksi ROLL-FORMED - F?- 797" DESICCANT SILICONE DESICCANT =-p 18-8 Screw 60 ksi 95 ksi STAINLESS STEEL 410 Screw 90 ksi 110 ksi FOAM WITH FOAM Z DESICCANT © SATE F 045" II -- Elco UltraConO 155 ksi 177 ksi EXT.GLASS EXT.GLASS �I'� EXT.GLASS R EXT.GLASS �i�`v� '•.CORIDP.. 1/4"DeWalt UltraCon+@ 148 ksi 164 ksi INT.GLASS w, 410 SS DeWalt/Elco CreteFlex® 127.4 ksi 189.7 ksi INT.GLASS INT.GLASS INT.GLASS i� c9 �\ 2z 1/8"&3/16"BEAD /// NAL 6063-T5 Aluminum 16 ksi 22 ksi KODISPACE SUPER SPACER® DURASEAL® XL EDGETM 11/1 1 1 1 0 0 A36 Steel 36 ksi 58 ksi 70 4SG TPS 71 NXT TM 72 SPACER 73 SPACER Gr.33 Steel Stud 33 ksi 45 ksi A.LYNN MILLER,P.E. P.E.#58705 TABLE 22: Item# Part# Description Material ASSEMBLY DETAILS FOR 1 624038 Head, Flange Frame Alum. 6063-T6 2 624039 Head, Integral Fin Frame Alum. 6063-T6 XO FLANGE FRAMES 3 624040 Head, Equal-leg Frame Alum. 6063-T6 (OTHER FRAME TYPES& 4 624001 Jamb, Flange Frame Alum. 6063-T6 CONFIGURATIONS SIMILAR) 61 5 624017 Jamb, Integral Fin Frame Alum. 6063JB 61 6 624028 Jamb, Equal-leg Frame Alum. 6063-T6 1100 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 61 I I I I 10 624034 Sill Adaptor Alum. 6063-T6 1 11 624043 Sash Pull Rail Alum. 6063-T6 I I I 12 624006 Sash Lock Rail Alum. 6005A-T61 13 624041 Sash Top& Bottom Rail Alum. 6063-T6 I I A)ADDED BACKBEDDING 14 624027 HD Meeting Rail Alum. 6063-T6 I Q 13 11 O 15 624005 Std. Meeting Rail Alum. 6005A-T61 16 624047 Screen Adapter Alum. 6063-T6 vj JR - 03/11/20 17 624051 Installation Hole Cover Alum. 6063-T6 18 64125M Windload Adapter Alum. 6063-TB 00 19 624042 Sill Track Alum. 6063-TS T- Q 20 624015 Anti-Lift Clip Alum. 6063-T6 l 4 > M naa 21A 624009 IG Bead Alum. 6063-T5 I I o 0 21 B 624011 IG Snap Bead Alum. 6063-T5 } � a}o° O Q 22 624023 1/8"&3/16" Bead Alum. 6063-TB o O N O 30 6TP247 Glazing Bead, Bulb Vinyl for#624013&#624026 Vinyl O o W o 31 6TP248 Glazing Bead, Bulb Vinyl for#624009&#624011 Vinyl Z u- Z co 32 712653K Mono setting Block 3/32'X 1/4"X 1" Neoprene = w r` r � �e 33A 71715K Lami IG Setting Block 1/8"x 3/4"x 1-1/14" Neoprene W z 00 Q �Mo�° ON 33B 624014 IG Snap Setting Block Vinyl 63 0 w F- DMo 35 724045 Sweep Latch Cast Zinc 12 0 _Z 36 71298 Weep Hole Cover Vinyl Z v w `o 37 41722 Hole Plug Vinyl J w0 38 724021 Lock Rail Cover, (LH& RH) Vinyl 15 14 p < LO 39 724050 Pull Rail End Cap Vinyl ® N N wQ 40 724048 Roller Housing&Sash Guide VinylCN 41 724052 Roller Wheels Stainless Steel Z p W }aays 42 724064 Sash Top Rail Gasket, (LH &RH) Polyethylene y j 0 -17 z 43 724055 Sash Bot Rail Gasket, (LH& RH) Polyethylene q� 44 724057 Frame Header Gasket, (LH& RH) Polyethylene 13 06 � 4 � Z U co 45 724058 Frame Sill Gasket,(LH& RH) Polyethylene ° 39 w D w 46 724063 Meeting Rail Gasket Polyethylene 41 w J O = Q co50 Weatherstrip, .187"x .170", Fin Seal @ Sash I I 35 61 ar}q1 •osa° sauas 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 40 ��` QNY LYNtV 61 I I \� �� . 61 781PQX #8 X 1"Qd. PH SMS(Frame& Sash Assembly) Stainless Steel 1 i! INTERIOR ,•' CENSF 63 - Aluminum Screen with Fiberglass Mesh Varies No. 58705 70 - Kommerling Kodispace 4SG TIPS 7 _ — 71 - Quanex Super Spacer nXT See Sheet Vol, _ 14 72 - Quanex Duraseal Spacer Materials Ir 0 2 C� 4 73 - Cardinal XL Edge Spacer INTERIOR 0,� S E F Iv�� 74 - Dow 791, 899, 983 or GE 7700 Backbedding Silicone 61 ���s F4OR10P.• NOTES: s/// ONAL�E �� 1)ALL CORNERS TO USE GASKET AND/OR SEALANT. 2)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. A.LYNN MILLER,P.E. P.E.#58705