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Home My WebLink AboutHR7610NOAM IAM I EE 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. 7610NOA4, 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 & I 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 Expiration Date: August 23, 2023 Approval Date: August 239 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. FTL484891, 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. FTL484891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6tn 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 Pei`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 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. 1&0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez, P.E. G. OTHERS 1. None. d _ MarPuel Per P.E. f Product Control E a finer 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 ONLYMIAMI—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. FOR ANCHOR QUANTITIES, 12" SEE TABLES 11 .1 -23" —_ O.C. 9" O.C. B A 76" OVERALL HEIGHT 75" BUCK HEIGHT 69" / SASH � VISIBLE LIGHT / 34-3/8" SASH _ VISIBLE LIGHT 69" / FIXED VISIBLE LIGHT / 34-3/8" FIXED VISIBLE LIGHT 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, SEE WEEPHOLE _ 7) DESIGN PRESSURES: NOTES THIS SHEET 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, TARI_F 1 FOR ANCHOR QUANTITIES, SEE TABLES 15-17 Glass Type Description (Listed from Exterior to Interior) DP Table # Anchor Table # XO / OX XOX XO / OX XOX STD HD STD STD HD STD 1 1/8" AN 2- 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 6V13/16" IG: 1/8" TP CAP, AIRSPACE, 1/8" TP3 - 10 12 - 17 7/16" IG: 3/16" AN CAP, AIRSPACE, 3/16" AN 3 7 9 12 14 16 8/16" IG: 3/16" TP CAP, AIRSPACE, 3/16" TP 3 6 10 12 14 17 AN =ANNEALED HS = HEAT —STRENGTHENED TP =TEMPERED 63" OVERALL HEIGHT 75" BUCK WIDTH WIDTH 76" OVERALL DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, NOT RATED FOR SEE TABLES 2-10 IMPACT RESISTANCE A 22-1 /2" O.C. �9" MAX. (8-1/2" MAX. BUCK) TYP FLANGE. XO ELEVATION (OX SIM. 62" BUCK HEIGHT MAX. DIMENSIONS ALLOWED SHOWN USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENIN 3'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), re) 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�i A 22-1 /2" O.C. �9" MAX. (8-1/2" MAX. BUCK) TYP FLANGE. XO ELEVATION (OX SIM. 62" BUCK HEIGHT MAX. DIMENSIONS ALLOWED SHOWN USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENIN 3'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), re) 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�i 56" / SASH VISIBLE / LIGHT � 34" SASH VISIBLE LIGHT 56" / FIXED VISIBLE LIGHT 55-3/8" FIXED _ VISIBLE LIGHT ^ 22-1 /2" O.C. 1� 1 9�� B SEE WEEPHOLE 119" BUCK WIDTH — NOTES THIS SHEET 120" OVERALL WIDTH wom- XOX SEE SHEET 13 FOR INTEGRAL FIN ANCHORAGE TYPE & SPACING TYP. FLANGE 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...........0........0..0...1 DESIGN PRESSURES.......... 0................ 2-6 ANCHOR QUANTITIES ........... ............... 7-10 INSTALLATION / ANCHOR SPECS ....... 11-13 EXTRUSION PROFILES."..,., ... 1.1.......... 14 CORNER ASSEMBLY..... I..............4.I..0..15 PARTS LIST............................................15 z Y LU ? et"" U) LOP) w c\ > Aga Imo- Op O r > O a}oQ z N O ACV Lu U) Z J O a. u) •� Z O \�11111111/�� LICENSE • e No.58705 eeZ %�O� ' ATE i �s F�ORIDP \�� i ®ONAL A. LYNN MILLER, P.E. P.E.# 58705 TAQI C 0- Overall Width Glass Types: 1 Design Pressure (Ibs/ft2)for XO & OX Windows Meeting Rail: Standard mom 22-1/8" Overall Hgt, 000� 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -119.5 +65.0 -102.8 25 +65.0 -130.0 +65.0 -130,0 +65.0 -110.9 +65.0 -97.0 +65.0 -83.2 37 +65.0 -130,0 +65.0 -78A +57.9 -57,9 +53.5 -53.5 +50.1 -50.1 49 +65.0 -118.0 +65.0 -71.0 +47.6 1 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 =68A +52.0 -52,0 +40.1 40.1 +36.0 1 -36.0 +30.9 -30.9 TAQI C'2� Overall Width Design Pressure Ibs/ft2 for XO ( ) & OX Windows Glass Types: Meeting Rail: Standard S 22-1/8" Overall Hgt. 37" Overall Hgt, 49" Overall Hgt. 55" Overall Hgt, 1 63" Overall Hgt. 20 +65.0 -130.0 +65.0 -130,0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 25 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130,0 37 +65.0 -130,0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 49 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -126.7 +65.0 -106.5 61 +65.0 -130.0 +65.0 -130.0 +65.0 -129'0 +65.0 -109.2 +65.0 -90.6 67 +65.0 -130.0 +65.0 -130, 0 +65.0 -122.9 +65.0 -103.2 +65.0 -85,1 74 +65.0 -130.0 +65.0 -130.0 +65.0 -117.6 +65.0 -97.9 +65.0 -80,0 ^y�� 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 A30.0 +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 tool 30,0 +65.0 -130,0 +65.0 -130.0 37 +65.0 -130.0 +65.0 =130,0 +65.0 -104.2 +65.0 =96,3 +65.0 -90,2 49 +65.0 -130, 0 +65.0 -119.0 +65.0 -82.6 +65.0 -72.0 +59.8 -59, 8 61 +65.0 -130.0 +65.0 -99.3 +65.0 -72.7 +61.5 -61.5 +51.9 -51.9 67 +65.0 -130.0 +65.0 -93A +65.0 -69,5 +59.6 -59.6 +49.9 -49.9 74 +65.0 -123.1 +65.0 -83.4 +65.0 =66,1 +57.6 -57.6 +48.6 -48.6 Ito AN GLASS 30 22 1/2" NOM. GLASS BITE 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. 32 GLASS TYPE 1 1 /8" TP 3/16" TP GLASS GLASS 30 30 22 22 1/2" NOM. 1/2" NOM. GLASS BITE GLASS BITE EXTERIOR � EXTERIOR 74 74 32 GLASS TYPE 2 32 GLASS TYPE 4 AIRSPACE 31 13/16" NOM. GLASS STACK /8" TP GLASS 1!2" NOM. GLASS BITE AIRSPACE 31 1�OR 21 B I^m 13/16" NOM, GLASS STACK 3/16" AN OR TP GLASS 74 GLASS BITE 70-73 70-73 33AOR 336 GLASS TYPE 6 OR 33B GLASS TYPE 7 (ANNEALED) GLASS TYPE 8 (TEMPERED) 13/16" NOM. GLASS STACK 3/16" AN AIRSPACE 1/8" AN GLASS GLASS 30 31 74 22 1/2" NOM. 27 OR 1 B 1/2" NOM. GLASS BITE EXTERIOR GLASS BITE EXTERIOR a 74 70-73 32 GLASS TYPE 3 33 OR 33B GLASS TYPE 5 LL1 Z U) O C6 MLU > O) nab o o oLIJ > O Q a}oS U' N z L f O O M LU U)z O J O a U) Z O �= Z 111 r N W U O J J UAAOJQ ~ W Q � ON 0 SM(j U) p o Z Z U W LO w J J � 00 LL J O � O N rn LU ® rn N IN = O U) aayS Foot 2 [n Q Q 0 O ° z_ z W ' U J W = Q � a�}!1 asap sauaS LYNN ° �l No.58705 to �® SATE to or P to No \e Sstoolvoo �®ONAL. /1}/III1k0\ 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 1 74 Qf 30 22 21 OR 1B 1/2" NOM. 1/2" NOM. GLASS BITE GLASS BITE EXTERIOR EXTERIOR 70-73 74 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 OR 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 Design Pressure (Ibs/ft2) for XO & OX Windows Glass Types: Meeting Rail: 3 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 Design Pressure (Ibs/ft2) for XO & OX Windows Glass Types: Meeting Rail: 4, 8 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 Design Pressure (Ibs/ft2) for XO & OX Windows Glass Types: Meeting Rail: 7 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 W ? (>n O w M > nab �o o oa}oQ Uj O Q U' N z � O O M W cn Z J O a .-. W O Z W Z (0 w r N �8 w Z Q � ON W 9 5M0 O � a Z - Z o W LO W J J m LL 0 H O rn Df M W O rn N IN O U) aa4S = W a Q tL d O Z Z c�0 U W = Q 0 DWI 'asaQ sauaS Q� �\CENS� No.58705 S ATE OF ONAL A. LYNN MILLER, P.E. P.E.# 58705 TABLE 8: 3/16" AN GLASS 30 22 1/2" NOM, GLASS BITE EXTERIOR of a 74 32 GLASS TYPE 3 13/16" NOM. �- GLASS STACK AIRSPACE 1/8"AN GLASS 31 74 1�OR 1B 1/2" NOM. EXTERIOR GLASS BITE LO 70-73 33 OR 33B GLASS TYPE 5 LU " MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 57.924 2 " MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56,924 2 00 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. Ld Overall Width Sash Configuration Width Range In ��) Design Pressure (Ibs/ft2) for XOX Windows Glass Types: Meeting Rail: 3, 5 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 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 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 - 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 - 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 - 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" - 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 W ? W o w M > a� � o p U) D > O a}oQ U N zL O O M LU cn Z J O d� •• W O Z W �= Z o r N �� J 0 G ENS/ 0 0 N0. 58705 �0� no SATE OF ,� /®JAL A. LYNN MILLER, P.E. P.E.# 58705 TABLE 9 �i 13/16" NOM. GLASS STACK AIRSPACE 3/16" AN GLASS 31 74 I OR 1B 1/2" NOM. GLASS BITE EXTERIOR a 70-73 33A OR 33B GLASS TYPE 7 LO " MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 "MIN. SASH WIDTH (FIN &EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 to, Go 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•) Design Pressure (Ibs/ft2) for XOX Windows Glass Type: Meeting Rail: 7 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 09.3 +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 r�130,0 +65.0-120.2+65.0-101.7+65.0-91.4+65.0-80.61/3-1/3-1/327.186-32.675+65.0-130.0+65.030.0 +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 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 Y z z � U) W o O a� o �o o i Lu > Q atoa CON z W O O M � Uj cn Z J O d .� W O Z W � x Z cO w r N K9 J wU z a J uM�ao av � DMO O rr (n o o Z Z U Q' L� Lr) LU J � J O < rn `r' W = O U) aa4S = U) W 0 d o ° Z_ Z W c� ' U J W = 0 awl �asaQ saua5 Na.58705 '®may . ST TE O ONAL A. LYNN MILLER, P.E. P.E.# 58705 rn of � an. V�� V Overall Width Sash Configuration Widt Range InMMMMORNPRE 9 ( ) Design Pressure (Ibs/ft2) for XOX Windows Glass Types: Meeting Rail: 2, 47 61 8 Standard 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_ �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 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_1�_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 A14.7 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 A30.0 +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 A 30.0 +65.0 -130.0 +65.0 A 30.0 +65.0 -130.0 +65.0 A 25.1 +65.0 -104.0 1/4-1/2- �4 ** - 24.082 +65.0 A 30.0 +65.0 TA3000 .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 -114.9 +65.0 93.6 /3_1/3_1/326.186 31.048 +65.0 A30.0 +65.0 -130 -130.0 +65.0 -130.0 +65.0 -111.2 +65.0 -90.9 1/4_12 _ �4 ** - 25.302 +65.0 -130.0 +65.0 A 30.0 +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 A30.0 +65.0 =130.0 +65.0 -128A +65.0 -112.8 +65.0 -91.3 1/3-1/3-1/3 27.186 - 32.675 +65.0 A 30.0 +65.0 =130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -108.2 +65.0 =87.9 �4_1/ _1/4 ** - 28.302 +65.0 -130.0 +65.0 -130.0 +65.0 A 30.0 +65.0 -104.0 +65.0 -92.8 +65.0 -80.8 109" custom 28.303 - 30.185 +65.0 -130.0 +65.0 A 30.0 +65.0 -130.0 +65.0 -115.2 +65.0 -102.0 +65.0 -86.5 1/3-1/3_1/3 30.186 - 36.675 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -123.2 +65.0 -103.2 +65.0 -82.6 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 A 30.0 +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 A25.2 +65.0 -102A +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 -94A +65.0 -82.0 custom 33.186 - 38.222 +65.0 MEN -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. GLASS 30 I 22 1/2" NOM. a GLASS BITE EXTERIOR a 32 GLASS TYPE 2 3/16" TP GLASS I 30 22 1/2" NOM. GLASS BITE EXTERIOR a 32)--' GLASS TYPE 4 AIRSPACE 31 EXTERIOR a 33AORC 74 13/16" NOM. GLASS STACK 1/8" TP GLASS 74 )M. GLASS BITE 70-73 GLASS TYPE 6 AIRSPACE 31 1AOR 1B EXTERIOR a 33A OR 33B _ 13/16" NOM. GLASS STACK 3/16" TP GLASS 74 1/2" NOM. GLASS BITE 70-73 GLASS TYPE 8 U � i Z > O w M nay � � o U) z w W ' Q a}oQ N CID O M cn Z Q J O a cn W O Z co W r N � �8 WU_ J J J uMaaa Z ¢ � MMa O j U) p o Z Z WL0 W J � J m LL J Q O O W m rn w ® Cal) IV � 2 O U) aayS 5 = w O d O0 Z_ Z w � ' U J w = Q 0 agil asaQ sauaS LYNX No. 53705 iz goo. TAX CF 0 `%%g PZORIDP.. /'tlAL \\\\\ 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. A. LYNN MILLER, P.E. P.E.# 58705 Te QI C 11- Anchor Quantities for XO & OX Windows Glass Types: 1, 31 5 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 3 1+C2+1 3 1+C2+1 3 25 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49" 1+C2+1 21 1+C2+1 2 1+C2+1 3 1 1+C2+1 31 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 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 74 2+C2+2 2 2+C2+2 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Tersl G 11 TARI F I? Anchor Quantities for XO & OX Windows Glass Types: 2, 41 61 71 8 Meeting Rail: Standard Overall Width 22-1/8" Overall Hgt, 37" Overall Hgt, 49" Overall Hgt, 55" Overall Hgt, 63" Overall Hgt. Head & Sill Head & Sill Head &Sill Head &Sill E Head & Sill E 2co 0 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 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 Anchor Quantities for XO & OX Windows Glass Types: 3 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 Head &Sill -� Head &Sill -� Head &Sill Wn Head &Sill Head &Sill 20" 1+C2+1 2 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 1+C2+1 4 25 1+C2+1 2 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 1+C2+1 4 37 1+C2+1 2 1+C2+1 2 1+C2+1 31 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 Anchor Quantities for XO & OX Windows Glass Types: 4, 7, 8 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 Head &Sill Head &Sill Head &Sill Head &Sill Head &Sill 20 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 31 1+C2+1 4 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 31 1+C3+1 4 49 1+C2+1 21 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 31 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 3 2+C3+2 3 1+C3+1 4 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: �2+C3+2� �i4i 2 ANCHORS AT CLUSTER OF 3 �2ANCHORS ANCHORS 4ANCHORS AT THE CENTERED AT THE THE FIXED LITE IN THE SASH MEETING RAIL JAMB 23" MAX. O.C. —�-- 9" MAX. �{ ►-- l ----- ---- n ---� 1 fj 9MAX. X 771 22-1/2" MAX. O.C.NG RAIL T REPEAT ANCHOR PATTERN AT SILL 12" MAX. O.C. 6" MAX. O.C. —a�— 2-ANCHOR CLUSTER DETAIL 3-ANCHOR CLUSTER DETAIL NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. W Z rn o W (\ O nab H O C) o cn �- o W O Q a}oQ (> N z W O O M it U) z O J O a Z O �= Z = W N W U (] J J MOJQ ~ W ¢ 'ON 9M(j > r- u) rn z Z o W V) LL J M LL J O O to ® N N ~ � � F aays O z Q D _ Q a Q O O z O coo 2 I U U � J Z 2 001 PSGO sauas ', \111111111//� No. 58705 m0 — I ' 44, STATE OF 4/ b'4ORIDP.. �NzbNAL ///IIII1j1� 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. A. LYNN MILLER, P.E. P.E.# 58705 �MOVEMM Overall Width Sash Configuration Sash Width Range (in) Glass Types: 3, 5 Anchor Quantities for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt, 29" Overall Hgt, 37" Overall Hgt, 49" Overall Hgt. 55" Overall Hgt, 63" Overall Hgt. Head & Sill Head &Sill -� Head &Sill n -� Head &Sill Q � Head &Sill Q Head &Sillco � Y4—Y2—Y4 12,038 In 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"VIVIVIVIVIVIV 1/3.'/3-1/312.053 - 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—Y4 12.038 In13,302 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 VViiVIVIV 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 VIVIVIVIV 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" Ya -YZ-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 Y4ow* 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+1 121 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 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: 1 ANCHOR AT THE SASH 9" MAX. 0 CLUSTER OF 2 ANCHORS CENTERED AT THE MEETING RAIL 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 AN AT CENTERED AT THE JAMB MEETING RAIL THE FIXED LITE 1 ANCHOR AT 12" MAX. O.C. THE SASH MEETING RAIL MAX. X � REPEAT ANCHOR PATTERN AT SILL Y LLl z z � > O M nab w �o m O O cn �> O aoo C0 N z � O O M UJ cn z J O a v) .-. Z O Z coo ON ¢ � SM 0 > U) z Vj W lf� LL J m LL O h rn Co ® rn N H � � H aa4S O Z Q FVVV Q Cf Q LL O T' O Z_ O (o w = I' J Z 2 Q Q a�}il �asa0 sauaS • • 141101, �1GE �JS� ° C' No, 58705 S T °F �i '•'<ORIDP6000*161&.• �' e NIAL A. LYNN MILLER, P.E. P.E.# 58705 Overall Width Sash Configuration Sash Width Range (in) Glass Types: 7 Anchor Quantities for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt, 55" Overall Hgt. 63" Overall Hgt. Head &Sill EHead &Sill Head & Sill Head &Sill Q Head & Sill Q Head &Sill %Y YY2-1/4 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 YY4-1/2-% 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 31 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 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-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 31 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 1 2 2+C2+3+C2+2 2 2+C2+3+C2+2 21 2+C2+3+C2+2 131 1+C2+3+C2+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: NOTES' 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 1 12" MAX. O.C. 1 2-ANCHOR CLUSTER DETAIL 3-ANCHOR CLUSTER DETAIL CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS ANCHORS ANCHORS IN THE 1 ANCHOR AT CENTERED AT THE CENTERED AT THE JAMB THE SASH MEETING RAIL 3 ANCHORS AT MEETING RAIL THE FIXED LITE 22-1/2" MAX. O.C. now 1 ANCHOR AT It MAX Imo- 12" MAX. O.C. THE SASH 9" MAX. X MEETING RAID REPEAT ANCHOR PATTERN AT SILL LYAI z Y LLI ? (n > o W a� 0 00 U > > O ' a}oa C0 N z L O O M � cn Z J O IL � •� W O z -� m = W N� g W U ( J J J UMDJQ aN SM0 > 07 IL Z Z o (n 0 W Lo W J J m LL O O Fa ® rn N 1aa4S O Z Q D _ Q C� Q o Z O m � _ L) U tY J z 2 Q Q aril asap saraas q�l;llltl��1� �� LICENSE • /�� NO. 58705 ,� '•, 7TEO AL A. LYNN MILLER, P.E. P.E.# 58705 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE, TA 01 C 17 Overall Width Sash Configuration Sash Width Range (in) Glass Types: 2, 41 67 8 Anchor Quantities for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt, 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head & Silf E Head & Sill s E Head & Sill -Q M 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-�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/_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"eeeeeeee 1/3wee 1/3-1/3 13.303 we 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 Y4-1/2we" Y4 12.038 we 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 eeeeeeee 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/Z_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 we 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 0000000010 1/4wee 1/2_1/4 12.038 we 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 we 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 1/4wee 1/2-1/4 ** we 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 eeeeeeeee 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 21 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 eeeeeeee 1/3_1/3-1/3 27.186 we 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_Y4 ** - 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 eeeeeeeee 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 we 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 1/4wee 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 eeeeeeeee 113-5/8" custom 29.464 we 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 eeeeeeee 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 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 **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. 12" MAX. O.C. 2-ANCHOR CLUSTER DETAIL 3-ANCHOR CLUSTER DETAIL CLUSTER OF 2 � CLUSTER OF 2 3 ANCHORS ANCHORS ANCHORS IN THE 1 ANCHOR AT. CENTERED AT THE CENTERED AT THE i 3 ANCHORS AT JAMB THE SASH MEETING RAIL THE FIXED LITE MEETING RAIL 22-1/2" MAX. O.C.. �- 1 ANCHOR AT g MAX 12" MAX. O.C. THE SASH 9" MAX. X / O X MEETING RAIL REPEAT ANCHOR PATTERN AT SILL LYN 0 W Z U) i ( AaLu 1j- 0 OO 0 � O weea}o0 U' CV z W O O it (n Z O J O a� Z O = Z � (D � wU J J UMOJQ ¢ � OW SMO O d a _Z Z Vol W W J J m LL O O h 0 ® rn N H aayS O Z Q Feew Q Q O Z_ p co w 2 = 1' U U J Z 2 Q Q 017 'asap woes \CENS 60 No.58705 �-e ® SATE 4 F � tORIDP.•'• \�. A. LYNN MILLER, P.E. P.E.# 58705 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE DISTANCE 1/4 " MAX. SHIM 1 OVERALL HEIGHT 50 } ° a 1/4 MAX. SHIM EDGE —I E DISTANCE �1 INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1/4" MAX. SHIM EMBEDMENT EMBEDMENT EDGE 1 DISTANCE 1 TYP. ANCHOR TYPE, EMBEDMENTAND —EDGE DISTANCE PER SUBSTRATE,SEE TABLE 18. 12"LENGTH,CENTERED 20 ABOVE SASH / TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 18 & NOTE B FOR HEAD TYPE. VISIBLE LIGHT HEIGHT 52 fiEs7 7 4 EMBEDMENT \ ° 4 ° TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 18, VERTICAL SECTION B-B 50 m EXTERIOR V Irl.� 16 SASH VISIBLE LIGHT WIDTH 63 EXTERIOR 75 14 15 OVERALL WIDTH 12 35 HORIZONTAL SECTION AA (SHOWN WITH I.G. GLAZING) 50 51 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1/4" MAX. SHIM �I �- 1 4 h 17 FIXED VISIBLE LIGHT WIDTH MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL SECTION C-C HORIZONTAL. SEE SUBSTRATE MONO GLAZING PROPERTIES, TABLE 18. (SHOWN WITH ) NOTES: 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. EE11��iE:3 ° 4 ° a EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 18 & NOTE B FOR HEAD TYPE. Anchor Substrate Min. Edge Distance Min. 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 CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Southern Pine (SG=0.55) 1" 1-3/8" Steel Concrete (min. 2.85 ksi) 1" 1-3/8" 1/4" Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Southern Pine (SG=0.55) 1" 1-3/8" 1/4" MAX. SHIM INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 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 00 Y LU ? � U) > OM w Aaa Q �o O U) D LU > 0 a 00 UN zW O O M 07 z J O a u) W O Z �- coo = z m = LLI oN E I� g C) 0 o J W CO f ¢ J o UMDJ ~O W 9 � 9M0 > 0� U) pEL Z ZLO `. o J W LL JO O O 0� Z O N J ILL O z }aa4S = O u o Q O z Q0 J U J Q Z a�}Jl asap sauaj \`�IIIIII1//// \�\CENSF No. 58705 �(� TATE 44/ o • i 'CORIDF% s'ONAL 'E /}/{IIIII0 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 BUCK HEIGHT EXTERIOR I� DISTANCE �I INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. EMBEDMENT INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1/4" MAX. SHIM EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 19, 12"LENGTH, CENTERED ABOVE SASH / 52 16 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE. 11 0 �nl EXTERIOR n 1 SASH VISIBLE LIGHT WIDTH 6� EXTERIOR 4 14 15 BUCK WIDTH 12 35 HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) 50 51 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1/4" MAX. SHIM 6 17 FIXED VISIBLE LIGHT WIDTH MIAMI-DADE APPROVED MULLION, FBC `� COMPLIANT ALUMINUM/STEEL FRAMING / HORIZONTAL SECTION C-C OR STEEL STUD. MAY BE VERTICAL OR—/ (SHOWN WITH MONO, GLAZING) HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 19. NOTES: 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. 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 OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X P. ANCHOR TYPE, AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER SEE TABLE 19. OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B-B TABLE 19: EMBEDMENT EDGE DISTANCE a P. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE. Anchor Substrate Min. Edge Distance Min. 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 CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Southern Pine (SG=0.55) 1" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-3/8 it 1/4" Steel Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 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 ao Y W ? (n i w co Aar 0 H o p O Z) LLI > O a]oo U' CV z O M �LU W U) O z O J O n. u) •• W O = Z -� (D (Ni � U w j C J UMDJQ 'ON ~ W OMO p a Z Z (AD Lo W W � J J ILL J J O O Q CV ® rn fV Q W O O aayS D L ~Q o z J Lij U J Q Z 571 0sa0 sauas \\tilltlllil/��// U CENf 84 No. 58705 ATE F i S�® A. LYNN MILLER, P.E. P.E.# 58705 BUCK HEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. I►— EMBEDMENT EDGE DISTANCE EDGE DISTANCE 50 EXTERIOR a �j EMBEDMENT INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP, 1/4 MAX. SHIM EDGE DISTANCE EMBEDMENT � 12"LENGTH,CENTERED 20 ABOVE SASH VISIBLE LIGHT HEIGHT TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. 52 1/4 MAX SHIM 5 50 EDGE DISTANCE EDGE DISTANCE 1 TYP. ANCHOR TYPE, EMBEDMENT -AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. VERTICAL SECTION B-B EDGE DISTANCE 1/4" MAX SHIM 16 11 EXTERIOR 77 14X15 NOTES: 63 INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SASH VISIBLE 12 LIGHT WIDTH FXTFRIr)P 14 15 BUCK WIDTH EDGE DISTANCE 1/4" MAX SHIM TYP. ANCHOR TYPE, 0 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, I SEE TABLE 20. 35 17 FIXED VISIBLE LIGHT WIDTH HORIZONTAL SECTION XA 51 (SHOWN WITH I.G. GLAZING) 50 MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR NTAL. SEETE HORIZONTAL SECTION C-C HORIZ PROPERT ES TABLRE 20. (SHOWN WITH MONO, GLAZING) 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 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. YFAVOMMOV197 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. Edgel 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 Trusshead Screw or #12 Steel, 18-8 or 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 THREADS BEYOND THE METAL SUBSTRATE. Li 00 Y W z � (n > w co a� H 0 O O } o LU > O Q a}oQ U' CV z � O O coUJ to Z O a. q) Z O zJ Q0 2 = z w (D W r N CD 1 X8 U d @ J W J J umoig aN > U) o o z z Z U a� IL LO W J �— J 0' O to� W ® rn N Z O Z aays 2 O D � ~Q O U. O Z Fw�J Q Q0 U J Q Z Glad asaQ saua5 \�11111111/�� 9NNI LYNN \� i e � 0 OCEN �2= gF ��`<me i * No.58705 �0,� '. ATE OF i W'•F<ORION ,as/®•.....••�N�� /s/ONAL1 o� j 1 A. LYNMILLER, P.E. P.E.# 58705 � 2.724" 2. .062" O HEAD, FLANGE FRAME 2.724" O SILL, FLANGE FRAME 2.105" tt SASH PULL RAIL --� .769" .797" 71 045" -N4 z2 1 /8" & 3/16" BEAD 3.651" 3. 2.149" .273' ! .1001, L z HEAD, INTEGRAL )FIN FRAME 2.724" - 4.276" $8 SILL, INTEGRAL FIN FRAME 9SASH LOCK RAIL 170" 1.300" �- F- .062" 1.136" 1.310011 i 1 SASH TOP & 13 BOTTOM RAIL TABLE 21: MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS: Material Min. Fy Min. F Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco UltraCon® 155 ksi 177 ksi 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 STRUCTURAL POLYISO- BUTYLENE WITH DESICCANT EXT. GLASS 2.724" 2.060" O3 HEAD,EQUAL LEG FRAME 2.724" - O SILL, EQUAL LEG FRAME 2.211" 1 1.803" 170" 14 HD MEETING RAIL SILICONE KODISPACE 70 4SG TPS 1/4" NOM. _ 1.488" 2.786" Ire a JAMB, FLANGE )FRAME 10 SILL ADAPTER 2.211" 1.138" 120" 15 STD MEETING RAIL HOT -MELT BUTYL STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS 3/16" NOM. GLASS \-INT. GLASS 71 SUPER SPACER° 8NXT TM S OJAMB, INTEGRAL FIN FRAME .040" -� 1.513" 1 -►� .808" �- 3.908" OINSTALLATION HOLE COVER -F 1.415" \n 710" .062" -►� (� - 19 SILL TRACK 109 .360" -� 1.032" .045" i 15 SCREEN ADAPTER ALUMINUM REINFORCEMENT BUTYL & DESICCANT FOAM EXT. GLASS ODURASEAL® 72 SPACER 3" 987" I_ i (1 2.786" )FRAME EQUAL LEG FRAME 062" 723" -►� .875" �s WINDLOAD ADAPTER 1.446" �� 1 1 .5118" .040" t z0 ANTI -LIFT CLIP .630" T7.7971" 07011 zta IG BEAD POLYISOBUTYLENE SEAL 6" NOM. ROLL -FORMED STAINLESS STEEL EXT. GLASS 464" �- 798" 0651 f eta IG SNAP BEAD DESICCANT FILL 15/16" NOM. SILICONE SEAL XL EDGET"^ 73 SPACER GLASS U O W ? 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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 Bead, Bulb Vinyl for #624013 & #624026 Vinyl 31 6TP248 Bead, Bulb Vinyl for #624009 & #624011 Vinyl 32 712653K etting Block 3/32" X 1/41' X 1" FLami Neoprene 33A 71715K 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 71OX38PPAX #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. Z Y W ? O C6 O O i u7 U) w O U o Of a 0(7 Q O zLU 0 U) O ch Ld Z Z O J O au) O LL = Z = W N ~O W 2 ¢ � DM Z p IL Z � o LO J J LL J O 0 H Lr) w ® N_ N D� Elf O W aaus _ D o o O Z (DD 06 af LU �j O = Q m 0011 sap sauas .........._ \�Illllliitrrr �'� .•'' LIGENSF _ No. 58705 ' r �\ SAT F wo /ONAL A. LYNN MILLER, P.E. P.E.# 58705