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Home My WebLink AboutAPPROVED, HR7610NOAM IAM IDMA�E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "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, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0627.02 MIAM4DADE COUNTY10 Expiration Date: August 23, 2023 MEW Approval Date: August 23, 2018 / Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 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. 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. 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. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 06/18/18 and updated on 07/25/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel P e , P.E. Product Control miner NOA No. 18-0627.02 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017), dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez, P.E. G. OTHERS 1. None. Ma el Per P.E. Product Control E a iner NOA No. 18-0627.02 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-2 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 "SED 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 E1300. 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; ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. TABLE 1 FOR ANCHOR QUANTITIES, 12" SEE TABLES 11-14 23" O.C. O.C. B A 76" OVERALL HEIGHT 75" BUCK HEIGHT i 69" / SASH VISIBLE LIGHT / 34-3/8" SASH VISIBLE LIGHT _ 69" / FIXED VISIBLE LIGHT / 34-3/8" FIXED VISIBLE LIGHT B SEE WEEPHOLE 75" BUCK WIDTH NOTES THIS SHEET 76" OVERALL WIDTH DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, SEE TABLES 2-10 NOT RATED FOR IMPACT RESISTANCE A 1 22-1 /2" O.C. 1 �9" MAX. (8-1/2" MAX. BUCK) TYP FLANGE. XO ELEVATION (OX SIM MAX. DIMENSIONS ALLOWED SHOWN FOR ANCHOR QUANTITIES, SEE TABLES 15-17 — 12" 22-1/2" O.0 — 12" O.C. O.C. Glass Type Description (Listed from Exterior to Interior) DP Table # Anchor Table # XO / OX XOX XO / OX XOX STD HD I 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 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 c 63" OVERALL HEIGHT 62" BUCK HEIGHT 1 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 WINDOW'S 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. B 56" / 56" / SASH FIXED VISIBLE VISIBLE / LIGHT � LIGHT ^ 34" 55-3/8" FIXED SASH _ VISIBLE LIGHT VISIBLE LIGHT 22-1 /2" O.C. 1� 1 91, B SEE WEEPHOLE 119" BUCK WIDTH — NOTES THIS SHEET 120" OVERALL WIDTH SEE SHEET 13 FOR INTEGRAL FIN ANCHORAGE TYPE & SPACING TYP. FLANGE XOX ELEVATION MAX. DIMENSIONS ALLOWED SHOWN CODES / STANDARDS USED •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 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 0 Y w > ? O (>n w Imo— Op O r > z O a}oQ ACV O N� ; Lu U) Z J O W(D O a. U) o= •� Z Z w O m = W c. umoa5 U J W ~ Z 00 O J Q J 'ON c7 smo O j a (A z Z O Z o W J J Q W LL O J O � w ® N N °6 U) �* W aayS F Z:) O Z tL O J O � Z < W LLJ U JZ W 2 Q (D aj;q asaQ sagas \�11111111/�/ LYNN�/ LICENSE No.58705 %0� ' ATE • �E(/\ i �s F�0RIDP i is '••..... � \�� i ''// ® I ONAL 0 0` A. LYNN MILLER, P.E. P.E.# 58705 Overall Width Design Pressure (Ibs/ft2) for XO & OX Windows Glass Types: 1Meeting Rail: Standard 22-1/8" Overall Hgt. 37" Overall Hgt. 1 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" 1 +65.0 1 -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 -68.4 +52.0 -52.0 +40.1 -40.1 +36.0 -36.0 +30.9 -30.9 Overall Width Pressure Design Ibs/ft2 for XO & OX Windows Glass Types: 2, 4, 6, 7, 8 g ( ) Meeting Rail: Standard 22-1/8" Overall Hgt. 37" Overall Hgt. 1 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -130.0 +65.0 -130.0 +65.0 1 -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 Overall Width Glass Types: 3, 5 Design Pressure (Ibs/ft2) for XO & OX Windows Meeting Rail: Standard 22-1/8" 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" 1 +65.0 1 -130.0 +65.0 -119.0 +65.0 1 -82.6 +65.0 -72.0 +59.8 1 -59.8 61" +65.0 1 -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 1 -83.4 +65.0 -66.1 +57.6 1 -57.6 +48.6 -48.6 NOTES: 1) OVERALL (TIP TO TIP) 1/8" AN DIMENSIONS SHOWN. FOR GLASS INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM 30 THE TIP -TO -TIP DIMENSION IN THE C22 TABLE TO DETERMINE THE 1/2" NOM. WINDOW SIZE. GLASS BITE EXTERIOR 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 74 32 GLASS TYPE 1 1 /8" TP GLASS 1 1/2" NOM. GLASS BITE EXTERIOR 32 GLASS TYPE 2 13/16" NOM. GLASS STACK AIRSPACE4��,/8" TP GLASS 2_1�ORil r 1/2" NOM. GLASS BITE ' NJ U U 70-73 33AOR 336 GLASS TYPE 6 3/16" TP GLASS 1 1/2" NOM. GLASS BITE EXTERIOR a 32 GLASS TYPE 4 13/16" NOM. GLASS STACK AIRSPACE 3/16" AN OR TP GLASS 1�O 21 B 6 GLASS BITE v u 33AOR 33B V 70-73 GLASS TYPE 7 (ANNEALED) GLASS TYPE 8 (TEMPERED) 3/16" AN AIRSPACE GLASS 31 27 1/2" NOM. OR 1B GLASS BITE ,m EXTERIOR 74 32 GLASS TYPE 3 *OR 13/16" NOM. GLASS STACK �11 /8" AN GLASS 1/2" NOM. GLASS BITE / 70-73 GLASS TYPE 5 W Z i O n (> nab C6 M > O) 0 o o LO o> U' N L O Q a}oS z f O M � U)z O J O a U) O W � �= Z z O = W N 79 W5 o f ~ W Q _i a r oa ON SM > p U) z Z o U W W LU J 00 LO U_ J O � O rn W N rn NO aays ULLI 2W U)(14 Q Of Q0 O°z z ' U J W = Q 0 a1}!1 I asap sauaS LYNA/ No.58705 0 7ATE \e .'tORIOP. N S /ON.AL A. LYNN MILLER, P.E. P.E.# 58705 TABLE 5: 3/16" AN GLASS 30 22 1/2" NOM. GLASS BITE EXTERIOR 74 32 GLASS TYPE 3 TABLE 6: F 13/16" NOM. GLASS STACK AIRSPACE 3/16" TP 3/16" TP GLASS GLASS 31 � 74 30 22 1�OR 1B 1/2" NOM. 1/2" NOM. GLASS BITE EXTERIOR GLASS BITE EXTERIOR 74 70-73 33 OR 33B 32 GLASS TYPE 4 GLASS TYPE 8 TABLE 7: _� 13/16" NOM. � GLASS STACK � AIRSPACE 3/16" AN GLASS 31 74 1�OR 1 B 1/2" NOM. GLASS BITE EXTERIOR 70-73 33A O R 33 B 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 Glass Types: 3 Design Pressure (Ibs/ft2) for XO & OX Windows Meeting Rail: Heavy -Duty 22-1/8" 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 Glass Types: 4, 8 Design Pressure (Ibs/ft2) for XO & OX Windows Meeting Rail: Heavy -Duty 22-1/8" 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 22-1/8" 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 -125.1 +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 -imp red As ton';)1v W1, €1� $t1s_ctp Sri s's. Q , 00 SE W ? (>n w o M > Aar �o o O � r- o� O , Q a}oQ U' N z � O cn O ce) � Z J Z W O a °p = .-. Z W O w COO (0 uMo N wU O j J Z co It Q � ON W 9 9M0 O 0 a 0 Z - Z W' W J JO W J m L0 LL � O rn W M O N Df aa4S O U) = W a o Q tL O d O Z Z (00 LLJ U W = Q 0 aj}i1 is.)(] sauaS Q�•. �10ENSF •., {�� i No.58705 'b ° SATE OF �" � �/0NAL E\ \\\e< /0 111110\ A. LYNN MILLER, P.E. P.E.# 58705 TABLE 8: 3/16" AN GLASS 30 22 1/2" NOM. GLASS BITE EXTERIOR a 74 32 GLASS TYPE 3 13/16" NOM. � �- GLASS STACK AIRSPACE 1/8"AN GLASS 1�OREXR XTERIO33 OR " 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: 3, 5 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_1/4 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/a-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_ �a 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 �4_1� _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 �a._1/2_ �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 1/4_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 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 1/4_1� _1/4 ** - 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_1/4 ** - 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 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 �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 �7.5 +40.6 -40.6 120" 1/q-1/2-1/4 ** - 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 00 U 1 ? o (>n a� w M > � o p U) U CV > z O 0 a}oQ f O M LU cn O z O J o a-� •• W O Z W 0 �2 Z o Wf r N J �� uMOJg Wv I z � J ¢ J aN Lu C2 I_ 5M0 O Czrn z o IY W W J L0 J < O W ® Cy) N O W aayS � = W Q Q � ° a o w z z o ' U _l W = Q 0 "T1 7 sauaS \`Iilfil(f�� LYNV N0. 58705 � \ �0 SATE OF '40RIDP.•. \�\� � /®JAL I \�� A. LYNN MILLER, P.E. P.E.# 58705 TABLE 9 �i 13/16" NOM. GLASS STACK ��3/16" AIRSPACE AN GLASS 31 74 I 1�OR 1 B 1!2" NOM. GLASS BITE EXTERIOR a 70-73 33A OR 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 Width Range In i•) 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/ _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 44" 1/3-1/s-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_ �a 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" 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 1/4_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 1/4_1/Z_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 61" 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 %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 1/4-1/2-1/4 ** - 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� _ �a ** - 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 �a_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/a_1�_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 00 z U) ^a� o W �o o O i o Q atoa CO N z L fy O O M Uj cn Z 0 J Z W O (0 d� - = .� Z W O 2 LLI r N 2 c0 �9 W- 00 a J _j uM�ao z � 'ON DMO O � o Or (n Z Z o U Q' LU L� J M Lf ) ILL J < O W L" ® rn N = O aa4S = U) W 0 d o ° z_ Z W U ' J W = o a717rlsou woos ` q \CENs� �� r Na.58705 IT -- 0 ST TE OONAL A. LYNN MILLER, P.E. P. E.# 58705 V�� V Overall Width Sash Configuration Walt In Range 9 (in) Glass Types: 2, 4, 6, 8 Meeting Rail: Standard Design Pressure (lbs/ft2) for XOX Windows 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 1 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 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 -130.0 +65.0 -130.0 +65.0 -130.0 1/4-12 _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 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 1/4-1/2-y4 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 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 -130.0 +65.0 -129.2 1/4-12-1/4 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 61" 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 1/4-12 -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- �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 1/4-12 -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 Y4-1/ -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 1091, 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 1 +65.0 -130.0 +65.0 -123.2 +65.0 -103.2 +65.0 -82.6 Y4-1/ -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 - 38.2221. +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. 1 /8" TP 710- GLASS 1/2" NOM. GLASS BITE EXTERIOR74 030!'22 32TYPE 2 Y 16" TP *-GLASS LA SS I 30 22 1/2" NOM. GLASS BITE EXTERIOR a 74 �32 GLASS TYPE 4 AIRSPACE/ 1�OR '' 13/16" NOM. GLASS STACK a1/8" TP GLASS 1/2" NOM. GLASS BITE / 70-73 GLASS TYPE 6 AIRSPACE/ 1AOR 1B _ 13/16" NOM. GLASS STACK 6" TP GLASS 1/2" NOM. GLASS BITE GLASS TYPE 8 70-73 U 0 i W nay Ui M Ow W o C\I U) z w ' Q a}oQ O CT')CD � cn ZZ Q J Z LL O m a cn °° = Z W -3 O LLj r N � J m 78 w U Lu 00 J ¢ J UMa.I(7 DMa O j p (n Z Z o `) W J W _a m Lo ILL JO � O rn W w cm ® N IV fy_ = O aayS 5 = U) W O d O0 w Z_ Z ' U J W = Q 0 @oq 1 :)So sauaS LYNX No. 53705 CF 4�� =�0�0 •. TA `v: �C�S ''40RIDP.•' N //S!!�//'tlAL \\\\\ A. LYNN MILLER, P.E. P.E.# 58705 Glass Types: 1, 3, 5 Anchor Quantities for XO & OX Windows Meeting Rail: Standard Overall Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head &Sill E Head & Sill E Head & Sill E Head & Sill E Head & Sill E 20" 1+C2+1 2 1+C2+1 21 1+C2+1 31 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 21 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+C2+1 3 1+C2+1 3 1+C2+1 3 67" 2+C2+2 2 1+C2+1 121 1+C2+1 31 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 TARIF17 Glass Types: 2, 4, 6, 7, 8 Anchor Quantities for XO & OX Windows Meeting Rail: Standard Overall 22-1/8" 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 co 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+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 Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. Head & Sill E Head &Sill E Head &Sill E Head &Sill E Head &Sill E Head &Sill 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 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 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 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 Glass Types: 4, 7, 8 Anchor Quantities for XO & OX Windows Meeting Rail: Heavy -Duty Overall Width 22.1/8 Overall Hgt. 1 37 Overall Hgt. 49 Overall Hgt. 55 Overall Hgt. 63 Overall Hgt. 76 Overall Hgt. Head & Sill 01 Head &Sill Head &Sill Head &Sill Head &Sill Head &Sill 20" 1+C2+1 21 1+C2+1 21 1+C2+1 31 1+C2+1 31 1+C2+1 3 1+C2+1 4 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 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 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+C3+1 4 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 76" 2+C2+2 2 2+C2+2 2 2+C3+2 3 2+C3+2 31 2+C3+2 3 1+C3+1 4 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: I i 2+C3+21 11411 CLUSTER OF 3 2ANCHORS ANCHORS 4ANCHORS � 2 ANCHORS AT AT THE CENTERED AT THE THE FIXED LITE IN THE SASH MEETING RAIL I JAMB 12" MAX. O.C. 23" MAX. O.C. -�-- 9" MAX. �{ ►-- l Ij - - 9" MAX. / X O / 22-1 /2" MAX. O.C. 1 MEETING RAIL T REPEAT ANCHOR PATTERN AT SILL 9-ANC:HnR CLUSTER DETAIL 6" MAX. O.C. —I �— -ANC HnR 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. d 00 Y W ZO > rn nab W (\ O 0 �o m o cn (> oW NZW Or- Q O W � U) O zM O J O a v) Z O - � �= Z :EW N E U (] _i �g UMOJQ W J ~ W ¢ J F_ 'IN 9M0 o > r- u) ii Z rn o z L) CK J J W M < Lo LL 0 O to ® N N ~ E z Z aays O Q Q a Q O O z O coo U U cr_ J Z 2 0011 a�Q sauas °�11111111//� ®\AY LYN& �lGEfV,3 i No. 58705 I ' 44, STATE OF ///IIII10\ A. LYNN MILLER, P.E. P.E.# 58705 Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: 3, 5Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head & Sill -0 m Head & Sill E Head & Sill .Q m Head & Sill -Q E Head & Sill .0 E Head & Sill -0 E Ya-Y2-Y4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 44" 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+C2+1+C2+1 3 49" Y4-Y2-1 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 1�3-��3-�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" Y4-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+C2+1+C2+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+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+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+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-Y3-Y3 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 Y4-Y2-Y4 *' - 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 Y3-Y3-Y3 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 Y4-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+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 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 - 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" Y4-Y2-Y4 - 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 1 3 " MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 57.924 2 " MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 2 CLUSTER OF 2 1 ANCHOR AT ANCHORS GUIDE TO CENTERED AT THE THE SASH i MEETING RAIL 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. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12" MAX. O.C. 2-ANCHOR CLUSTER DETAIL CLUSTER OF 2 3 ANCHORS ANCHORS IN THE 3 ANCHORS AT THE FIXED LITE CENTERED AT THE MEETING RAIL JAMB 22-1/2"MAX. O.C. -� �- 1 ANCHOR AT 9" MAX 12" MAX. O.C. THE SASH --� ---- r � ----- F- 1 - - - - - - J - - 9" MAX. X O X MEETING RAIL REPEAT ANCHOR PATTERN AT SILL ci 00 Y LU > z T O � C6 w �o M m O D> o cn O aoo � O O M LiJ cn z O u- = z LLi coo UM OQ J W U 6 00 ( J J ON ~O W ¢ 9 F- 5M0 C > U) Z o z o UofVj J W M Lo LL O O I- co rn Co ® rn N H H Z aa4S O Q Q Cf Q O T_ Z_ O (D I' w � = LJ U Df J Z 2 Q Q 717 1771 sauaS O\A\( LYNA/ No. 58705 =0 % s T ° b e A. LYNN MILLER, P.E. P.E.# 58705 Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: 7Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 1 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head &Sill .Q E Head &Sill Head & Sill Head &Sill -Q Head &Sill Q Head &Sill -0 1Ya-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 44" 1/3-1/3-1/3 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+C3+1+C3+1 3 1/4-1/2-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 49" 1/3-YY3 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 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 53-1/8" 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 1/4-1/2-1/4 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 61" 1/3-1/3-1/3 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+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/2-YY4 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 1/3-1/3 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 YY4-1/2-1/4 "* - 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 1/3-1/3-1/3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+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+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 1/3-1/3-1/3 27.186 - 32.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+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 - 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 1/3-1/3 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+C2+3+C2+2 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 YY4.1/2-1/4 ** - 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 3 113-5/8" 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 1/3-1/3-1/3 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 1/4-1/2-YY4 "* - 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 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 1 3 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 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: Mr)TFc 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. 9-ANCHOR CLUSTER DETAIL 6" MAX. O.C. �- 'I -ANCHOR CLUSTER DETAIL '11 +1C2!+3+1C2i 11113 i � 00 Y LU ? � (n > W co a� 0 0 00 U >_ r- > > O 0 ' a}oa (D N z W O M cn O Z 0 _! LL O d� °° = •� z W O z = W N� J m g W U Z � J Q J UMDJQ 'ON �_ �M0 o0 > a 07 Z Z rn o 07 0 W J W J m Lo LL O O F- ® rn N of z Z aays O Q D _ Q Q o � Z O m _ L) U J z 2 Q Q a��il asap saraa5 CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS 0� 1k 1 i I r}}/ 1 ANCHORS ANCHORS IN THE ��\ (3�\( LYN/V 1 ANCHOR AT CENTERED AT THE CENTERED Al THE �� . • ; v// �� 3 ANCHORS AT MEETING RAIL JAMB \ \,ICENSF l� THE SASH MEETING RAIL THE FIXED LITE 22-1/2" MAX. O.C. �- 1 ANCHOR AT NO. 58705 Imo- 12" MAX. O.C. THE SASH 9" MAX. - --�--------� r- f0.. 77 . mow\ - J L_ 9" MAX. - - - - -� - - - .(! ° • TE O \ X O X ��+5 ' ZORIDP,. 'C')�� ///��NALj0 MEETING RAIL REPEAT ANCHOR PATTERN AT SILL A. LYNN MILLER, P.E. P.E.# 58705 TAR! E 1 7 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. 37" Overall Hgt. 1 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head & Sill Head & Sill -0 Head & Sill Q Head &Sill s Head &Sill Head &Sill 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 44" 1/3-1/3-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+C3+1+C3+1 3 1/4_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 49" 1/3-1/3-1/3 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 31 1+C2+1+C2+1 31 1+C3+1+C3+1 3 �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+C3+1+C3+1 3 53-1 /8" 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 1/4-1/2-1/4 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+C3+2+C3+1 3 1+C3+2+C3+1 3 61" 1/3-1/3-1/3 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+C3+1+C3+1 3 1+C3+1+C3+1 3 1/4-1/2-1/4 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 1/3-1/3-1/3 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+2+C3+1 3 1+C3+1+C3+1 3 1/4-1/2-1/4 ** - 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 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 1/3-1/3-1/3 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 �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 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 1/3-1/3-1/3 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 Y4-1/2-1/4 ** - 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 Y3-1/3-1/3 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 1/4-1/2-1/4 ** - 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 1/3-1/3-1/3 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 1/4-1/2-1/4 ** - 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 3 120" 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 custom 33.186 - 38.222 2+C2+2+C2+2 21 2+C2+3+C2+2 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 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. CLUSTER OF 2 ANCHORS 1 ANCHOR AT. CENTERED AT THE THE SASH 1 MEETING RAIL 12" MAX. O.C. -{► 2-ANCHOR CLUSTER DETAIL 6" MAX. O.C. -1 �- 3-ANCHOR CLUSTER DETAIL 3+C241 CLUSTER OF 2 3 ANCHORS ANCHORS IN THE 3 ANCHORS AT CENTERED AT THE JAMB MEETING RAIL THE FIXED LITE 22-1/2" MAX. O.C. 1 �-- 1 ANCHOR AT 9" MAX � 12" MAX. O.C. THE SASH - j �L7T - _j L_ - 9" MAX. / X / O X MEETING RAIL REPEAT ANCHOR PATTERN AT SILL ci 0 Y W Z i � OM U) a� w OO 1�- o LLI 0 L0 i 0 > U' CV z O , a}oQ � O CY) it U) O Z J O IL U) O = LL z Z O 2 W �� cro g wU J J UMOJQ OW ¢ F- SMO 0 d a O Z o0 _Z Of W J LVj LJ J m IL O I- 0 ® rn N H C\j H Z aa4S O Q Q Q O Z_ p p w _ U U � J Z 2 Q Q 317 'asap sauaS LYNAI \CENSF' No.58705 ® SATE F ///IIIII60\\ A. LYNN MILLER, P.E. P.E.# 58705 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. INSTALLATION OPTION 1 INSTALLATION OPTION 2 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. DIRECTLY INTO CONCRETE/CMU. 1/4" MAX. SHIM EDGE DISTANCE ��---�I EMBEDMENT a ° f SASH VISIBLE LIGHT WIDTH 1/4" MAX. EDGE EMBEDMENT SHIM DISTANCE omw 7 i TYP. ANCHOR TYPE, EMBEDMENTAND ° ° a I EDGE DISTANCE PER SUBSTRATE,SEE 4 TABLE 18. 12" LENGTH, CENTERED 63 EXTERIOR 1 20 ABOVE SASH 16 i TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 18 & NOTE B FOR HEAD TYPE. VISIBLE LIGHT HEIGHT OVERALL 4 HEIGHT 52 ' /4" MAX. SHIM EXTERIOR a IEDGE E DISTANCE INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU EMBEDMENT \ ° a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 18. VERTICAL SECTION B-B NOTES OVERALL WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1/4" MAX. SHIM �I �— EMBEDMENT 4 7 ° 4 ° EDGE 17 a DISTl NCE [ � ��\ `�'\ FIXED VISIBLE LIGHT WIDTH EXTERIOR — J V zen..1. PILI 14 15 MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL SECTION C-C HORIZONTAL. SEE SUBSTRATE (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 18. 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. 1MNOMM TYP ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 18 & NOTE B FOR HEAD TYPE. 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) Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" 410 SS Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" CreteFlex Southern Pine (SG=0.55) 1" 1-3/8" Steel Concrete (min. 2.85 ksi) V 1-3/8" 1/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Ultracon 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 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. U ao Y LLI ? U) i w OM a� Q �o O w O a}DQ U N > z� O M Uj Cf) O z J O a- U) W O z L'- c(o °° = Z co = LLI oN WC) o J UMDJo 9M0 ~O W L ¢ F— � U) pEL Z Z o W J JO W LL O Q Z OCY) N J C\1 ILL }aa4S O z = O o u_ O Q H z J U J Q Z a�}Jl asap sauaj No. 58705 )3(� TATE 4\� i CORIDP`.•'' f�/ TONAL. �N\`� /�'/}I { I I l I \0\ 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 1/4" MAX. SHIM INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1/4" MAX. SHIM -I EMBEDMENT EMBEDMENT EDGE DISTANCE Q < °a TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER ° e SUBSTRATE, SEE TABLE 19. a 12"LENGTH,CENTERED ABOVE SASH VISIBLE LIGHT HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE. EXTERIOR NOTES INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. SASH VISIBLE LIGHT WIDTH FIXED VISIBLE LIGHT WIDTH EXTERIOR 14 15 Q BUCK WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) 1/4" MAX. SHIM Ils EMBEDMENT ° EDGE a DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE. 1/4" MAX. SHIM I 77-77-7- 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. d ° EMBEDMENT 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 EXTERIOR 4 OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X EDGE AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY DISTANCE TYP. ANCHOR TYPE, TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN EMBEDMENT AND EDGE AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER INSTALLATION OPTION 2 DISTANCE PER SUBSTRATE, OR ARCHITECT OF RECORD. ANCHORED THROUGH FRAME SEE TABLE 19. DIRECTLY INTO CONCRETE/CMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B-B TARI F 19 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) Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4"410SS 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" INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL TYP. ANCHOR TYPE, EMBEDMENTAND 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. U O Y W i ? � (n 5 w co 0 H o p O i ti U' (V � z LU O a]oo O M �LU U) O z 0 J z '� O n. cn o = .-. Z W O = W (D r N 2 (D �811- W U 05 J -1UM0J0 ON OMO 1--W C O > p a (n Z Z rn ° W J O W J LO T— ILL J O J O Q CV ® rn fV Q 0 W aayS O O D L ~Q o 0 Lij U J Q Z awl 1 asaa sauas \\tilltlllil/��// �\\\'.V .� CENf SF No. 58705 0�'.S ATE F •� i S10NAL 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. EDGE DISTANCE EDGE DISTANCE EXTERIOR a I-►— EMBEDMENT EDGE I® EDGE DISTANCE IDISTANC7E ��o 1/4" MAX SHIM W 1 EMBEDMENT 1/4" MAX. SHIM 12"LENGTH,CENTERED ABOVE SASH VISIBLE LIGHT HEIGHT TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. 1/4" MAX SHIM EXTERIOR NOTES: INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SASH VISIBLE LIGHT WIDTH EXTERIOR 14 15 Q en EDGE DISTANCE —►{ 1/4" MAX SHIM TYP. ANCHOR TYPE, 0 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, I SEE TABLE 20. FIXED VISIBLE LIGHT WIDTH BUCK WIDTH . HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR NTAL. SEETE HORIZONTAL SECTION C-C HORIZPROPERT ES TABLRE 20. (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. EDGE DISTANCE I . o l EMBEDMENT I— \ TYP. ANCHOR TYPE, EMBEDMENT INSTALLATION OPTION 5 AND EDGE DISTANCE PER ANCHORED THROUGH FIN INTO 2X SUBSTRATE, SEE TABLE 21. WOOD FRAME OR BUCKSTRIP. 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. Tn RI G Or) - EDGE DISTANCE EMBEDMENT 1/4" MAX. SHIM INSTALLATION OPTION 6 ANCHORED THROUGH INTEGRAL FIN INTO MET/ TYP. ANCHOR TYPE` EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. Anchor Substrate Min. Edge Distance Max. O.C. Min. Embedment 2-1/2" x .113" Box Nail Southern Pine (SG=0.55) 5/16" 5" 2-7/16" 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) 3/8" 5" 2-7/16" #10 Steel Screw or #12 Steel1,, 18-8-8 oor r 410 SS Screw Southern Pine (SG=0.55) 1/2" 5" 1-3/8" 0.125" Aluminum, 6063-T5 min. 5/16' 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 1 HKEAUS BEYUNU I HE Mt I AL 61-1135 1 KA I E. a ` C b 0 Y W i Z OM U) a� w � o LLJ p U) } U' 04 o> O Q a}oj z O M LU to O z J O a. u) Z O W r N E W U dOC) O J Q J umoig 'ON ~ W c=7 � 5/v o > o o U) z z Z U w LL LO W J `— J Q' O O� W ® rn N F— z aays = O z D 2 O ~Q O L O of Z 2 J Q U J Q z a�}il asaQ saua5 \�11111111/�� ANY LYNN e �� LICENgF Y`� i * No.58705 0^ '• ATE OF qj i F<ORIDP.•' ONALj11�� A. LYNLLER, P.E. P.E.# 58705 .062" -- 2.724" ® 2.724" - li I 3.184" I 1 O HEAD, FLANGE FRAME 2.724" - 1 3.651" O SILL, FLANGE FRAME 2.105" -11 .273" tt SASH PULL RAIL --� .769" 797" 045" -N_11� . z2 1 /8" & 3/16" BEAD 2.149" 1001, - Oz HEAD, INTEGRAL FIN FRAME 2.724" - 1 4.276" 80 SILL, INTEGRAL FIN FRAME 9SASH LOCK RAIL 170" 1.300" �- F- .062" 1.136" 1.3100" i 1 103SASH 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 410 SS 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" _ 1.488" i 2.786" .0621, �- i OHEAD,EQUAL JAMB, FLANGE LEG FRAME ( FRAME O SILL, EQUAL LEG FRAME 2.211" - 1 1.803" ir5111 10 SILL ADAPTER 2.211" 1.138" 120" 14 HD MEETING RAIL 15 STD MEETING RAIL HOT -MELT SILICONE BUTYL �\ STRUCTURAL • POLYISO- 1/4" NOM. 3/16" NOM. BUTYLENE WITH STRUCTURAL DESICCANT SILICONE FOAM WITH EXT. GLASS ( DESICCANT EXT. GLASS INT. GLASS INT. GLASS 70)KODISPACE SUPER SPACER° 4SG TPS 71 NXT TM OE 2.112" 2.786" OJAMB, INTEGRAL FIN FRAME .040" -� 1.513" 1 -►� .808" �- 3.908" OINSTALLATION HOLE COVER -F 1.415" 710" .062" -►� (� - 19 SILL TRACK .360" -� 1.032" .045" i 8SCREEN ADAPTER ALUMINUM REINFORCEMENT BUTYL & DESICCANT FOAM EXT. GLASS 72ODURASEAL' SPACER --� .987" I� i 2.786" .062"�- OJAMB, EQUAL LEG FRAME I 062" 723" -►� .875" �s WINDLOAD ADAPTER 1.446" �� 1 1 5118" .040" t 00 ANTI -LIFT CLIP .630" T7971" zta IG BEAD 464" �- 798" 065" f eta IG SNAP BEAD POLYISOBUTYLENE DESICCANT FILL SEAL 5/16" NOM. /16" NOM. SILICONE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS GLASS INT. GLASS XL EDGETM 73 SPACER U O W Z � W O M nab o co O O (n o> O Q a}OQ ( cV z Lu O O M �X z OJ O n v7 z O 1'L' 00 2 z CD U (� O O J J u oaf H J ~ z U Q � O SMQ �- U) o> a z oo z LU J LL O O m rn ® N N aayS O = = z O o u_ zLU c��o U X = Q W mill 1 DS00 sauaS \ Ill 1if//J .�``1� LYNX �'��, �10ENS�`�6/�� No. 58705 y ® SATE 1�� •PLORIDIN, '�N �1®NAL 1e� 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-T6 3 624040 Head, Equal -leg Frame Alum. 6063-T6 4 624001 Jamb, Flange Frame Alum. 6063-T6 5 624017 Jamb, Integral Fin Frame Alum, 6063-T6 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-T6 19 624042 Sill Track Alum. 6063-T6 20 624015 Anti -Lift Clip Alum. 6063-T6 21A 624009 IG Bead Alum. 6063-T5 21B 624011 IG Snap Bead Alum. 6063-T5 22 624023 1/8" & 3/16" Bead Alum. 6063-T6 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 Cover 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 Brass 42 724054 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 X3/8" Ph. PH SMS (Windload Adapter) Stainless Steel 61 781 PQX #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 or GE 7700 Backbedding Silicone ASSEMBLY DETAILS FOR d INTERIOR 61 � NOTES: 1) ALL CORNERS TO USE GASKET AND/OR SEALANT. 2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. w Y W > ? o AG�j co w CO > O m o w cD O LO i U U) o� O Q a}oo � zU O ch � Ld U) O Z J O LL O 0 a� OD = Z Z O W r N u��aao WU 00 o f J J DMO ~O w ¢ F- Z 0 Z IL o w LO J J LL J O HLO ® rn N_ w N aaUS O w D _ o O o Z (DD 06 LU O = Q m Owl sap sauas .........._ \�Illllllitrrr _ No. 58705 ' r 4; 0 °. S AT F 1/ /ONAL I0 A. LYNN MILLER, P.E. P.E.# 58705