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HomeMy WebLinkAboutFL239_R27_II_20-0401.11-- PGT 7700 copy MIAMI•DADrE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series "SH7700A"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18,with revision A dated 03/11/20,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#18-0430.06 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. 4A� NOA No.20-0401.11 MIAMI•DADE COUNTY Expiration Date: August 23,2023 Approval Date: July 30,2020 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Submitted under NOA# 18-0430.06 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 window,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), dated 04/23/18,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). 44&�� Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.11 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6t'Edition(2017),dated April 24,2018,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, RE G. OTHERS 1. None. 46�� Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.11 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence Submitted A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18, with revision A dated 03/11/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsi1791 and Dowsil 983 silicones,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal) FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6"Edition (2017) and FBC 7`h Edition (2020), dated 03/13/20,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. 44�� Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.11 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC 6"Edition(2017) and FBC 7' Edition(2020), dated March 10,2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated March 10, 2020,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0430.06 issued to PGT Industries, Inc. for their"Series "SH7700A"Aluminum Single Hung Window—L.M.I." approved on 08/23/18 and expiring on 08/23/23. 4A�� Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.11 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-4 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW �17-13/16"MAX.O.C. DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 18-318"MAX. VARIES PER GLASS TYPE, LARGE&SMALL MISSILE \` SEE SHEETS 2-5 IMPACT RESISTANT 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR /� / INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP) f!t MUST BE TEMPERED, USE ONLY GLASS TYPES 3,7, 12, 13 OR 15. 17-3/4"MAX. 17-3/4" 52-1/8"MAX.BUCK WIDTH 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY (17-1/4"BUCK) MAX 9-1/2"MAX. 4-11/16"MAX. APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE (9"MAX.BUCK) _ —�-I 5"MAX.O.C. SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI B,SEE _ O.C. D,SEE PER ANCHOR TYPE. SHEETS 8&9 SHEET 10 A,SEE C,SEEFf 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. SHEETS 8&9 SHEET 10 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) EQUALLY SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. SPACED WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR) ANCHORS PER OR ARCHITECT OF RECORD,(AOR). TABLES 6 17-3/16"MAX.O.C. I I / A) UPDATED TO FBC -- 84 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR , MAX. 01 83" 2020 REVISED ANCHOR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. TIP MAX. No TYPE TABLE. INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING&FLASHING STRATEGY , 12-1/16"MAX.O.C. TO BUCK a FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND X I Q TIP X ' 4 HEIGHT THE SCOPE OF THESE INSTRUCTIONS. EQUALLY SPACED ( HEIGHT I l JR 03/11/20 ANCHORS PER i I / 13-5/16"MAX.O.C. 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS TABLES 6&7 ---- I ap Y NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. _ 5"MAX. w (n 9-1/2"MAX. ( O.C. I T C > p •Aaa 7)DESIGN PRESSURES: (9"MAX.BUCK) O A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER 0 U ASTM E1300. , A atop O Q B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE NO ANCHORS AT SILL Q O TESTING AND GLASS PER ASTM E1300. B D®-- J c`) Z Z C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. —� 53-1/8"MAX.TIP TO TIP WIDTH 1"WEEP NOTCH 4-11/16"MAX. —► _P�V WEEP NOTCH O p .� W o AT EACH END AT EACH END z 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN FRAME SHOWN WITH U v ,. �Mo p ~ CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE W — 00 J oN HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR SHOWN WITH EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION 1- W Nt J �Mp WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO Oh > T Z CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE O rn TABLE 1:ALLOWABLE GLASS TYPES �- Z .) Z O FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. Glass DP USER INSTRUCTIONS: - Q Description (Listed from Exterior to Interior) (D > u 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER Type Table# 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN Z W O CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING 1 1!8"AN, .090" PVB, 1!8"AN 2 PRESSURE REQUIREMENT FROM ASCE T = w r JURISDICTION. w od M 2 13/16" LIG: 1/8"AN CAP,AIRSPACE, 1/8"AN, .090" PVB, 1/8"AN 2 2)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW J 10)REFERENCES:TEST REPORTS FTL 18-7835.1 &18-7835.2;ELCO ULTRACON NOA; 3 13/16" LIG: 1/8"TP CAP, AIRSPACE, 1/8"AN, .090" PVB, 1/8"AN 3 CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN 04 (D W DEWALT/ELCO CRETEFLEX NOA;DEWALT ULTRACON+NOA;NATIONAL DESIGN 4 1/8" HS, .090" PVB, 1/8" HS 4 PRESSURE FROM TABLES 2-5. IT MUST EQUAL OR EXCEED THE Z Z O }aayS SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING O U) 5 3/16"AN, .090" PVB, 3/16"AN 4 F= Z OBTAINED IN STEP 1. � 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 6 13/16" LIG: 3/16"AN CAP, AIRSPACE, 1/8"AN, .090" PVB, 1/8"AN 4 Z) Q O 7 13/16" LIG: 3/16"TP CAP, AIRSPACE, 1/8"AN, .090" PVB, 1/8"AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6&7. L Z W C) 8 3/16"AN, .090" SG, 3/16"AN 5 Z 2 FIGURE A:ALLOWABLE SASH CONFIGURATIONS AND SHAPES 4)INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 8 9 3/16" HS, .090"SG, 3/16" HS 5 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN J w W WIDTH -� -�►� WIDTH Imo— —►{ WIDTH ®— Q U 10 13/16" LIG: 1/8"AN CAP,AIRSPACE, 1/8" HS, .090"SG, 1/8" HS 5 INSTALLATION. I aµil I.EFEGTsauas 11 13/16" LIG: 1/8"AN CAP,AIRSPACE, 3/16"AN, .090"SG, 3/16"AN 5 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME 12 13/16" LIG: 1/8"TP CAP,AIRSPACE, 1/8" HS, .090"SG, 1/8" HS 5 _ PROCESS FOR ALL FRAME TYPES(FLANGE,INTEGRAL FIN OR_ _ _ 13 13/16" LIG: 1/8"TP CAP,AIRSPACE, 3/16"AN, .090"SG, 3/16"AN 5 C9 c9 0 / EQUAL LEG/BOX). 14 13/16" LIG: 3/16"AN CAP , AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 w w w w . 15 13/16" LIG: 3/16"TP CAP, AIRSPACE, 1/8" HS, .090"SG, 1/8" HS 5 / O r _j [ // CODES/STANDARDS USED: SG=KURARAY SENTRYGLAS INTERLAYER BY GENERAL NOTES................................................. 1 - No, 58705 KURARAY AMERICA,INC. ELEVATIONS......................................................... 1 RECTANGULAR RADIUS-TOP RECTANGULAR 92020 FLORIDA BUILDING CODE FBC ,7TH EDITION - ® _- •2017 FLORIDA BUILDING CODE( ) PVB-KURARAY TROSIFOL PVB INTERLAYER BY DESIGN PRESSURES/GLAZING DETAILS........ 2-4 `- • 7 V �. '"� .� WITH EQUAL WITH PROVIEW WITH CUSTOM (FBC),6TH EDITION KURARAY AMERICA,INC: ANCHOR QUANTITIES.......................................... 5-6 r '• - 4Q LITE SASH SASH SASH •ASTM E1300-09tiTE C), ' AN=ANNEALED INSTALLATION,FLANGE......................................7 % °�,� '•.,�;E��=i}��•••' �`;m'tii ®ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION HS=HEAT-STRENGTHENED INSTALLATION,EQUAL LEG.................................8 % < ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED.SHAPES •ALUMINUM DESIGN MANUAL,ADM-2015 TP=TEMPERED ✓ h-MAY BE USED BY DESIGN PRESSURES ANIBING THE SHAPE IN A D ANCHORAGE OR THATOCK AND OBTAINING BLOCK SIZE FROM THE ®AISI S100-16 EXTRUSIONT OPROFILES RAL FIN............................ 90 s ft J Bpi vt���3I TABLES ON THE FOLLOWING SHEETS. AISC 360-16 ASSEMBLY&PARTS LIST....................................11 A.LYNIJ MILER,P.E. P.E.#58705 TABLE 2: Bottom Sash Sash Height Design Pressure(lbs/ft2)for Glass Types 1 &2 Description Range(in) Tip to Tip Width for Given Range 18" 26' 33" 37" 41 45" 49' 53-1/8" 24" Equal-lite 12.464 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 Equal-lite 15.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 5/16"NOM. 31" Standard Proview 12.994-15.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Ir GLASS STACK Shortest 12.464-12.993 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6&0 -80.0 +65.0 -80.0 +65.0 -80.0 +6&0 -80.0 +65.0 -80.0 1/8"ANNEALED GLASS Equal-lite 19.652 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 .090"PVB Standard Proview 15.944-19.651 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 1/8"ANNEALED GLASS 38-3/8" Custom Size 15.131-15.943 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 30 Custom Size 14.131-15.130 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 26 Shortest 12.464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/2"NOM. Equal-lite 22.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS BITE Custom Size 20.131-2Z963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 EXTERIOR Standard ProAew 18.594-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 a A) NO CHANGES THIS 45" Custom Size 16,131-18.593 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 75 SHEET. Custom Size 15.131-16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6&0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 2 Custom Size 14.131-15.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 34 Shortest 12.464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 GLASS TYPE 1 02 J R - 03/11/20 Equal-lite 24.964 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 22.131-24.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +6&0 -80.0 +65.0 1 -80.0 Standard Proview 20.194-22.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 00 Y Q 49' Custom Size 18.131-20.193 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 w Custom Size 16.131-18.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0Nt O naa Custom Size 14.131-16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -77.6 O U) Shortest 12.464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 1 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -75.1 U 0 cV N a}DQ O ' 13l16"NOM. W Q Equal-lite 25.777 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS STACK O d (D O _a Custom Size 24.131-25.776 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 .090"PVB J J O Z O ~ Standard PrmAew 20.844-24.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 AIRSPACE Z cD U lL O ^ � r� o � � a Custom Size 20.131 -20.843 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 2 i= 50-5/8" 1/8"ANNEALED GLASS LU 6 �e 1/8"ANNEALED GLASS U o Custom Size 18:131-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 LU U o J uMojQ -ON Custom Size 16.131-1&130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -77.6 31 75 F- W � Q 9M0 Custom Size 14.131-16.130 +65.0 -80.0 +65.0 -80.0 +6&0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.1 O0 > � < co Shortest 12.464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -73.9 25 OR 5B 1/2"NOM. Z rn Z _ Equal-lite 31.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 EXTERIOR GLASS BITE Ur r- Custom Size 28.131-31.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 +6&0 -80.0 +65.0 -80.0 +65.0 -77.6 Z LL Standard Prowew 25.794-28.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -73.9 GI D O Custom Size 24.131-25.793 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.7 = N 63" Custom Size 22.131-24.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -78.8 +65.0 -70.5 70-73 N J Custom Size 20.131-22.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.1 +65.0 -68.4 35 R 35B * Z � Z }aa4S Custom Size 18.131-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.4 +65.0 -66.5 GLASS TYPE 2 O (n Custom Size 16.131-18.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -7T1 +65.0 -73.8 +64.7 -64.7 F Shortest 13.194*-16.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 75.9 +65.0 71.8 +65.0 68.2 +62.3 62.3 J 0 Equal-lite 38.464 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -8&0 +65.0 -80.0 +65.0 -73.9 � Z m 00 Custom Size 36.131-38,463 +65.0 1 -80.0 +65.0 -80.0 +6&0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.8 +65.0 -71.6 w0 w Custom Size 34.131-36.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 +65.0 -69A J 76' Standard PrmAew 30.994-34.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.4 +65.0 -66.5 Q Custom Size 30.131-30.993 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -78.9 +650 -74.6 +65.0 -65.6 all!1 -asap IsapaS Custom Size 28,131-30.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.1 +65.0 -75.3 +65.0 -71.9 +63.8 -63.8 Shortest 26.194*-28.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.9 +65.0 -71.8 +65.0 -68.2 +62.3 -62.3 w t L Equal-lite 42.464 1 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 +65.0 -69.4 84" Custom Size 38.131-42.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -78.9 +65.0 -74.6 +65.0 -65.6 1�g Standard PrONew 34.194*-38.130 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 1 -75.9 1 +65.0 -71.8 +65.0 1 -68.2 1 +62.3 1 -62.3 o 58,,705 *MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 r ' MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 S ,t1 L Ij , °J 1)TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3)FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. A.LYNN MILLER,P.E. 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. P.E.#58705 TABLE 3: Bottom Sash Sash Height Design Pressure(lbslft2)for Glass Type 3 Description Range(in) Tip to Tip Width for Given Range 18" 25" 33" 37" 41" 45" 49 53-1/8" 24" Equal-lite 12.464 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS STACK GLASS Equal-lite 15.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 31" Standard ProHew 12.994-15.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 .090"PVB Shortest 12.464-12.993 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 AIRSPACE Equal-lite 19.652 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/8"TEMPERED GLASS 1/8"ANNEALED GLASS Standard ProHew 15.944-19.651 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 DB 7538-3/8" Custom Size 15.131-15.943 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 14.131-15,130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ORM. Shortest 12.464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/2"S BITEqual-lite 22.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0EXTERIO GLASS BITECustom Size 20.131-22.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0Standard ProHew 18.594-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8&0 +65.0 -80.0 A) NO CHANGES THIS 45" Custom Size 16.131-18.593 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 70-73 SHEET. Custom Size 15.131-16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 OR o Custom Size 14.131-15.130 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS TYPE 3 > Shortest 12.464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 JR - 03/11/20 Equal-lite 24.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 22.131-24.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Standard ProHew 20.194-22.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 O Q Y 49" Custom Size 18.131-20.193 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 LLI >- na a Custom Size 16.131-18.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 O Custom Size 14.131-16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 ❑ O (A Shortest 12.464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 � a}op O Q' .@ Equal-lite 25.777 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 dam' O Q Custom Size 24.131-25.776 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 J J O Z ZO Y Standard ProHew 20.844-24.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 50.0 +65.0 80.0 +65.0 80:0 +65.0 80.0 Z LL c 3 O a Custom Size 20.131-20.843 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 = LLJ `. � �8 ti i= 50-5/8" Custom Size 18.131-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 W U 0 _i uMoap o Custom Size 16.131-18.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 E- W 'IT J N HMO Custom Size 14.131-16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 00 Shortest 12.464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Z 0) Z Equal-lite 31.964 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 - T_ Custom Size 28.131-31.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Z LL. Standard ProHew 25.794-28.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ❑ O Custom Size 24.131-25.793 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 = cy) 63" Custom Size 22.131-24.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ® 0 J Custom Size 20.131-22.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -78.0 N U * Z }aa4S Custom Size 18.131-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6&0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 1 -75.8 Z - Custom Size 16.131-18.130 +65.0 1 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -73.8 Q Shortest 13.194*-16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -77.7 +65.0 -71.0 ❑ J 00 Equal-lite 38.464 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6&0 -80.0 +65.0 -80.0 +65.0 -80.0 � Z m I\ Custom Size 36.131-38A63 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 w Custom Size 34.131-36.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.1 J a (A 76" Standard ProHew 30.994-34.130 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -75.8 Q ❑ Custom Size 30.131-30.993 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.8 a14!1 asap sauas Custom Size 28.131-30,130 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6&0 -80.0 +65.0 -72.7 Shortest 26.194*-28.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.7 +65.0 -71.0 Equal-lite 42.464 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.1 84" Custom Size 38.131-42.463 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -74.8 Standard ProHew 34.194*-38.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -77.7 +65.0 -71.0Q1 r v 3il!J *MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 - x" a MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 L O 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3)FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. A.LYNN MILLER,P.E. 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. P.E.#58705 TABLE 4: TABLE 5: Design Pressure(lbs/fe)for Glass Types 4-7 5/16"NOM. Design Pressure for Glass Types 8-15 3/16"AN GLASS 3/16"HS GLASS Bottom Sash Tip To Ti GLASS STACK Bottom Sash Tip To Tip .090"SG .090"SG p Sash Height 1/8"HS GLASS Description Sash HeightWidth 3/16"A GLASS 3/16"H GLASS Description Range(in) Width .090"PVB for Given Range Range(in) 30 JRIOR for Given Range 53-1/8" 1/8"H GLASS 9 53-1/8" 26 30 24" Equal-life 12.464 +80.0 -110.0 1/2"NOM. 1/2"NOM. 24" Equal-lite 12.464 +65.0 -80.026 Equal-life 15.964 +80.0 -110.0 GLASS BITE GLASS BITE Equal-lite 15.964 +65.0 -80.0 EXTERIOR EXTE1!2"S BI 31" Standard Prov+ew 12.994-15.963 +80.0 -110.0 31" Standard Pro�ew 12.994-15:963 +65.0 -80.0 GLASS BITEEXTERIOR Shortest 12.464-12.993 +80.0 -110.074 74Shortest 12.464-12.993 +65.0 -80.0Equal-lite 19.652 +65.0 -80.0 Equal-lite 19.652 +80.0 -110.0 34 Standard Proview 15.944-19.651 +65.0 -80.0 74 Standard Proview 15.944-19,651 +80.0 -110.0 GLASS TYPE 8 GLASS TYPE 9 38-3/8" Custom Size 15.131-15.943 +65.0 -80.0 34 GLASS TYPE 4 38-3/8" Custom Size 15.131-15.943 +80.0 -110.0 Custom Size 14.131-15.130 +65.0 -80.0 Custom Size 14,131-15.130 +80.0 -110.0 i_r-- 13/16"NOM. f 13/16"NOM. Shortest 12.464-14.130 +80.0 -110.0 GLASS STACK 1 GLASS STACK Shortest 12.464-14.130 +65.0 80.0 7116"NOM. .090"SG .090"SG Equal-lite 22.964 +6&0 -80.0 � � GLASS STACK Equal-lite 22.964 +80.0 -110.0 AIRSPACE AIRSPACE Custom Size 20.131-22.963 +65.0 -80.0 Custom Size 20.131-22.963 +80.0 -110.0 1/8"AN GLA 1!8"HS GLASS 1/8"AN GLASS 3/16"AN GLASS Standard Prmhew 18.594-20.130 +65.0 -80.0 .090"PVB 3/16"AN GLASS Standard Proview 18.594-20.130 +80.0 -110.0 31KGLA 31 74 45" Custom Size 16.131-18.593 +65.0 -80.0 30 3/16" GLASS 45" Custom Size 16.131-18,593 +80.0 -110.0 A) NO CHANGES THIS Custom Size 15.131-16.130 +85.0 80.0 Custom Size 15.131-16.130 +80.0 -110.0 f2�5AOR SB . f 5A0R 5 1/2"NOM. c SHEET. Custom Size 14.131-15.130 +65.0 -80.0 27 Custom Size 14.131-15.130 +80.0 -110.0 EXTERIOR TE EXTERIOR GLASS BITE 1/2"NOM. Shortest 12.464-14.130 +65.0 80.0 EXTERIOR GLASS BITE Shortest 12.464-14.130 +80.0 -110.0 a J R- 03/11/20 Equal-lite 24.964 +65. --80.0 a Equal-lite 24.964 +80.0 -110.0 Custom Size 22.131-24,963 +65.0 -80.0 74 Custom Size 22.131-24.963 +80.0 -110.0 35 OR 5B 35 OR 5 70-73 Standard ProNew 20.194-22.130 +65.0 80.0 34 Standard ProNew 20.194-22.130 +80.0 -110.0 GLASS TYPE 10 GLASS TYPE 11 49" Custom Size 18,131-20.193 +65.0 -80.0 GLASS TYPE 5 49" Custom Size 18.131-20.193 +80.0 -110.0 W � V Q Custom Size 16.131-18.130 +65.0 -80.0 Custom Size 16.131-18.130 +80.0 -110.0 > r > 13/16"NOM. I - 13/16"NOM. O Custom Size 14.131-16.130 +65.0 Sp.O 13/16"NOM. Custom Size 14.131-16.130 +80.0 -110.0 GLASS STACK I� GLASS STACK t O Shortest 12.464-14.130 +65.0 -80.0 1 GLASS STACK r Shortest 12.464-14.130 +80.0 -110.0 .090"SG O 090"SG rA rn rn AIRSPACE 1- r a}°G O Equal-lite 25.777 +65.0 -80.0 .090"PVB CD Equal-lite 25.777 +80.0 -110.0 AIRSPACE Q = AIRSPACE = 1/8"TP GLASSkHLASS 1/8"TP GLASS 0 N a Custom Size 24.131-25.776 +65.0 -80.0 Q Custom Size 24.131-25,776 +g0.0 -110.03l16"AN GLASS O d o Standard Proview 20.844-24.130 +65.0 -80.0 3/16"AN GL 1/8"AN GLASS o Standard Proview 20.844-24.130 +80.0 -110.0 31 31 74 JO � O W ZO a Custom Size 20,131-20.843 +65.0 -80.0 31 74 n Custom Size 20.131-20.843 +80.0 -110.0 Z U- � O i= 50-5/8" i= 50-518" 5®oR 56 . oR 5 1/2"NOM.Custom Size 18.131-20.130 +65.0 -80.0 Custom Size 18.131-20.130 +80.0 -110.0 = W ` vE GLASS BITE G OR 5B EXTERIOR EXTERIOR U (� O uM°�Custom Size 16,131-18.130 +65.0 80.0 1/2"NOM. Custom Size 16.131-18.130 +g0.0 -110.0EXTERIOR GLASS BITE a Z dam' J °N Custom Size 14.131-16.130 +65.0 -80.0 Custom Size 14.131-16.130 +80.0 -110.6 OW QSMG Shortest 12A64-14.130 +65.0 -80.0 <3 Shortest 12.464-14.130 +80.0 -110.0 70-73 r > H Equal-life 31.964 +65.0 80.0 Equal-life 31.964 +80.0 -110.0 35 0R 35B 35 0R 56 O O fn _ 70-73 GLASS TYPE 12 GLASS TYPE 13 r Z Z Custom Size 28.131-31.963 +65.0 -80.0 35 OR 5B GLASS TYPE 6 Custom Size 28.131-31,963 +80.0 -110.0 Standard Proview 25.794-28,130 +65.0 -80.0 Standard ProNew 25.794-28.130 +80.0 1 -110.0 Z LL Custom Size 24.131-25,793 +65.0 -80.0 Custom Size 24.131-25.793 +80.0 -110.0 13/16"NOM. Imo.- 13/16"NOM. O 63" Custom Size 22.131-24.130 +80.0 -110.0 GLASS STACK I GLASS STACK 2 d- 63" Custom Size 22.131-24.130 +65.0 -80.0 13/16"NOM. � �-- .090"SG 090"SG ® rn W Custom Size 20.131-22.130 +65.0 -80.0 GLASS STACK Custom Size 20.131 -22.130 +80.0 -110.0 N AIRSPACE AIRSPACE � J Custom Size 18.131-20.130 +65.0 -80.0 .090"PVB Custom Size 18.131-20.130 +80.0 -110.0 3/16"AN GLASS 3/16"TP GLASS N AIRSPACE 1/8"HS GLASS 1/8"HS GLASS 3� Z }aayS Custom Size 16.131-1&130 +65.0 -80.0 3/16"TP GLASS 1/8"AN GLASS Custom Size 16.131-18.130 +80.0 -110.0 Z 31 74 31 74 O � Shortest 13.194*-16.130 +65.0 -80.0 31 Shortest 13.194*-16.130 +80.0 -110.0 Equal-lite 38.464 +65.0 -80.0 74 Equal-lite 38.464 +80.0 -110.0 �OR 5B 1/2"NOM. OR 5 1/2"NOM. W O Custom Size 36.131-38.463 +65.0 80.0 25 OR 5 1/2"NOM. Custom Size 36.131-38.463 +80.0 -110.0 EXTERIOR GLASS BITE EXTERIOR GLASS BITE U) Z m O ti Custom Size 34.131-36.130 +65.0 -80.0 EXTERIOR GLASS BITE Custom Size 34.131-36.130 +80.0 -110.0 a a < 76" Standard ProNew 30.994-34.130 +65.0 -80.0 a 76" Standard ProNew 30.994-34.130 +80.0 -110.0 x J n Custom Size 30.131-30.993 +65.0 -80.0 Custom Size 30.131 -30.993 +80.0 -110.0 5®OR 5B 70 73 35 OR 5 70-73 Q Custom Size 28.131-30.130 +65.0 80.0 ® 70-73 Custom Size 28.131-30.130 +80.0 -110.0 GLASS TYPE 14 GLASS TYPE 15 alp-L -°saG sauas 5 OR 58 Shortest 26.194*-28.130A+65.O -80.0 GLASS TYPE 7 Shortest 26.194*-28.130 +80.0 -110.0 Equal-life 42.464 EquaNite 42.464 +80.0 -110.0 a R 'fr f ft,P 84" Custom Size 38.131-42,463 84" Custom Size 38.131-42.463 +80.0 -110.0 I/ `✓. 6 ,,CET! Standard ProNew 34.194*-38.130 Standard ProNew 34.194*-38.130 +80.0 -110.0 0 . *MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 - :° o. 58 f 05 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 - O _VA ,� ' 1 .= TE1CF '40RIt)N,. 1)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. �°/W AL 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN=ANNEALED 3)FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED A.LYNN MILLER,P.E. 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED REM 58705 TABLE 6: Anchor Quantities Required for Tip to Tip Width "Through-Frame"Installation 18" 25" 33" 37" 41" 46' 1 49" 53-1/8" using Glass Types 1-7 Jamb Jamb Jamb rb Jamb Jamb Jamb Jamb Bottom Sash g 2 -a g 'a g 5 •a a g g •a g g •a g g -o 2E o Description Sash Height o = o = o = 20 ' o x > o cc = fur Given Range Range(in) m ¢ m ¢ m ¢ m ¢ m ¢ m ¢ m TABLE 6B: 24" Equal-lite 12.464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Glass Description(Listed from Exterior to Interior) Equal-lite 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Type 31" Standard Proview 12.994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 1/8"AN, .090" PVB, 1/8"AN Shortest 12.464-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13/16" LIG: 1/8"AN CAP,AIRSPACE, 1/8"AN, .090" PVB, 1/8"AN Equal-lite 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 13116" LIG: 1/8"TP CAP,AIRSPACE, 1/8"AN, .090" PVB, 1/8"AN Standard Proview 15.944-19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 1/8" HS, .090" PVB, 1/8" HS 38-3/8" Custom Size 15.131 -15.943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 5 3/16"AN, .090" PVB, 3/16"AN Custom Size 14.131 -15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 13/16" LIG: 3/16"AN CAP, AIRSPACE, 1/8"AN, .090" PVB, 1/8"AN Shortest 12.464-14.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 13/16" LIG: 3/16"TP CAP,AIRSPACE, 1/8"AN, .090" PVB, 1/8"AN A) NO CHANGES THIS Equal-lite 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 20,131 -22.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SHEET. 0 Standard Proview 18.594-20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 45" Custom Size 16.131 -18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a JR - 03/11/20 Custom Size 15.131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 14.131 -15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 pp Equal-lite 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 W Y Custom Size 22,131 -24.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 > p AGN Standard Proview 20.194-22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 0 49' Custom Size 18.131-20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 �- a}op O Q Custom Size 16.131 -18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 (D N Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 M Z Z 1 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 O O W O Equal-lite 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 = LL J 78 Q Custom Size 24.131 -25.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 V ( o uMoJ Standard Proview 20.844-24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 w Z J 8 -ON n Custom Size 20.131 -20,843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 O W ^ SMO i= 50-5/8" Custom Size 18.131 -20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 C) > ~ •d' Custom Size 16.131 -18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 O Z `� Z W Custom Size 14,131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 O `- Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z Q LL Equal-lite 31.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 = ~ to Custom Size 28.131-31.963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 ® N J (- Standard Proview 25.794-28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 N i- Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z Z Z taags 63" Custom Size 22.131 -24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 U) � Custom Size 20.131-22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 5 0 Q Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z O Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 = ti Shortest 13.194*-16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 : U = � Z � Equal-lite 38.464 3 3 1 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Q Q Custom Size 36.131 -38.463 3 3 1 3 3 1 3 3 1 3 3 1 2 3 3 2 3 3 2 3 3 2 3 3 2 uas Custom Size 34A31 -36.130 3 3 1 3 3 1 1 1 3 1 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 �, 76" Standard Proview 30.994-34,130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 y N? Ly N Custom Size 30.131 -30.993 3 3 1 3 3 1 3 3 1 1 3 3 21 3 3 1 21 3 3 2 3 3 2 3 3 2 ,* ,� Custom Size 28.131-30.130 3 3 1 3 3 1 3 3 1 1 3 3 21 3 3 1 21 3 1 3 1 21 3 3 2 3 1 3 1 2 \\`` O I tS ' Shortest 26.194*-28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 3 2 •' Shortest Equal-ite 42.464 214 2 2 1 3 4 1 3 2 2 3 2 2 3 2 2 3 2 2 3 4 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, 53 05 SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE -_ 84" Custom Size 38.131 -42.463 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 WINDOW SIZE. Standard Proview 34.194*-38,130 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 * OF Ili Z_ MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. i ATE MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 ,c MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 1 \ 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A.LYNN MILLER,P.E. P.E.#58705 TABLE 7: Anchor Quantities Required for Tip to Tip Width "Through-Frame"Installation 18" 25' 33" 37" 41 45" 49" 53-1/8 u inq Glass TypeS 8-15 Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Bottom Sash g a 2 g °0 2 g o 2 a g a g Description Sash Ran Range(in) o o = o o = o = o o = o = ' o x o o x ' o = for Given Range g ) ¢ m ¢ m ¢ m Q m �¢ m ¢$ m ¢ m ¢ m TABLE 7B: 24" Equal-lite 12.464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 21 2 1 2 2 Glass Equal-lite 15.964 1 2 1 1 2 111 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Type Description(Listed from Exterior to Interior) 31" Standard Proview 12.994-15.963 2 2 1 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 Shortest 12.464-12.993 2 2 1 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 8 3/16"AN, .090"SG, 3/16"AN Equal-lite 19.652 2 2 1 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 9 3/16" HS, .090'SG, 3/16" HS Standard Proview 15.944-19,651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 10 13/16" LIG: 1/8"AN CAP,AIRSPACE, 1/8" HS, .090"SG, 1/8" HS 38-3/8" Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11 13/16" LIG: 1/8"AN CAP,AIRSPACE, 3/16"AN, .090"SG, 3/16"AN Custom Size 14.131 -15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 13/16 LIG: 1/8"TP CAP, AIRSPACE, 1/8" HS, .090"SG, Shortest 12.464-14.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13 13/16"LIG: 1/8"TP CAP,AIRSPACE, 3/16"AN, .090"SG, 3/16"AN A) NO CHANGES THIS Equal-lite 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 14 13/16" LIG: 3/16"AN CAP ,AIRSPACE, 1/8" HS, .090"SG, 1/8" HS Custom Size 20.131 -2Z963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 15 13/16" LIG: 3/16"TP CAP, AIRSPACE, 1/8" HS, .090"SG, 1/8" HS SHEET. 0 Standard Proview 18.594-20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 46' Custom Size 16.131-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 JR - 03/11/20 Custom Size 15.131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 00 Y Q Equal-lite 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 W T (>n Custom Size 22.131 -24.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 O > nab Standard Proview 20.194-22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 O U) 49' Custom Size 18.131-20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 �- a;Dp O Q Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 U` c,4 O Custom Size 14.131 -16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 co Z O Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Ij O ^ O W o Equal-lite 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 = LLj N o Custom Size 24.131-25.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 IU C) C) _I uMDJp D y Standard Proview 20.844-24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 Z t ¢ 9M� a Custom Size 20.131-20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 O j i= 50-5/8" Custom Size 18.131 -20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 O 00 U) Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Z z W Custom Size 14.131 -16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 O J LL m LL Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Z) Q O Equal-lite 31.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 3 = O Custom Size 28.131 -31.963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 4 3 ® N W J Standard Proview 25.794-28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 � O Z as Custom Size 24.131 -25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 Z 4S 63" Custom Size 22.131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 d Custom Size 20.131-22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 = W o Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 3 Z O Custom Size 16.131 -18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 2 3 4 2 3Lu C9 U = Shortest 13.194*-16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 Z Equal-lite 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 Q Q Custom Size 36.131 -38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 a!}!1 �saQ sauaS Custom Size 34.131-36.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 76' Standard Proview 30.994-34,130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 4 3 4 4 3 Custom Size 30.131-30.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 4 3 3 4 4 3 `e° .°• •.:; �f Custom Size 28,131-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 4 3 3 4 4 3 C1=!!° `{ Shortest 26.194"-28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 3 2 4 3 2 4 3 3 4 3 3 Equal-lite 42.464 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 3 3 5 3 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, Itat�. 37Ci5 84" Custom Size 38.131-42.463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 4 4 3 4 5 3 SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. --- Standard Proview 34.194*-38.130 4 3 1 4 3 1 4 3 1 4131 2 4 3 2 4 4 2 4 4 3 4 4 3 j 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. 20 ,,^^yy *MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 ? MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE •Rj om 0 k> •° z�� MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. ®J � rtf£ 1JA 1-1 ti 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN `' i i I I i t' PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A.LYNN MILLER,P.E. P.E.#58705 INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. ANCHORED THROUGH OPTION 1 EDGE DISTANCE ----- SEE NOTE 2,THIS SHEET. r ---- T--� EMBEDMENT EMBEDMENT ---- FRAME INTO 2X WOOD 1/4"MAX SHIM 1/4"MAX SHIM FRAME OR BUCKSTRIP. ° t C_� EMBED- SASH VISIBLE 17 < ''d SEE NOTE 2,THIS SHEET. I ( MENT 91 . I EDGE n 4 LIGHT WIDTH EDGE DISTANCE DISTANCE 1/4"MAX SHIM a. 19 27 -- ----�--J FIXED VISIBLE LIGHT WIDTH ° 1 SEE TABLE NOTE B,FOR e 18 HEAD TYPE e ' 30 A) REVISED ANCHOR TYP.ANCHOR TYPE, 44 TYPE TABLE. FIXED EMBEDMENT AND ° VISIBLE EDGE DISTANCE PER > JR -03/11/20 LIGHT SUBSTRATE,SEE ' HEIGHT 31 5 OR 56 TABLE 8. TIP TO TIP WIDTH TYP.ANCHOR TYPE, 32 EXTERIOR EMBEDMENTAND � Y Q TYP.ANCHOR TYPE, HORIZONTAL SECTION A-A EDGE DISTANCE PER ; 45 EMBEDMENT AND EDGE SUBSTRATE,SEE W o ^aa TABLE 8, IT O DISTANCE PER SUBSTRATE, 0 u7 a0 O P 14 SEE TABLE 8. 1/4"MAX.SHIM O N } G ry O VISIBLE LIGHT FORMULAS: O "r 46 55 DADE APPROVED MULLION,FBC (SHOWN FOR HI-RISE SILL;SEE JO J o W o COMPLIANT ALUMINUM/STEEL FRAMING SHEET 9 FOR STANDARD SILL) z U- 0 � I., 43 OR STEEL STUD.MAY BE VERTICAL OR = L � ti TIP 13 HORIZONTAL.SEE SUBSTRATE WIDTH U C) lJM a TO PROPERTIES,TABLE 8. SASH&FIXED LITE:TIP TO TIP WIDTH-5.12" W — 00 J "ON TIP 63 USE EITHER 1 @ H W d Q 0MG HEIGHT SWEEP LATCH @ HEIGHT(EQUAL-LITE) > d ~ MIDSPAN OR 2 p In BOTTOM LOCKS TIP TO TIP HEIGHT/2-3.73" r- z 0 z INSTALLATION (3 SASH HEIGHT(PROVIEW) z L_ VISIBLE OPTION 4 @FIXED LITE:TIP TO TIP HEIGHT/2+3.78" O LIGHT ANCHORED THROUGH @SASH:TIP TO TIP HEIGHT/2-11.93" = ti HEIGHT FRAME INTO METAL vu) N W HEIGHT(CUSTOM SASH) rn @FIXED LITE:TIP TO TIP HEIGHT-SASH HEIGHT-3,55" `� z V }aays TABLE 8: @SASH:SASH HEIGHT-4.60" p W EXTERIOR Min. Edge in. ~ X Q Anchor Substrate o Distance Embedment z W 0 33 fl- P.T. Southem Pine(SG=0.55) 9/16" 1-3/8" NOTES: O z 10 #12 Steel, Aluminum, 6063-T5 min. 3/8" 0.063" W _ 15 18-8 or 410 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON J g U) OPTIONAL HI-RISE SS Screw A36 Steel 3/8" 0.063" TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q U_ SILL SHOWN.SEE Steel Stud, Gr. 33 min. 3/8" 0.045"(18 Ga) INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF a!}!1 osaG sauaS 1"WEEP 42 SHEET 10 FOR THE WINDOW. NOTCH AT STANDARD SILL. 1/4"410 SS Concrete(min. 3.35 ksi) 1" 1-3/4" 9//r,1 EACH END /4"41 lex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE e� � ,q ! LY��N 1!4"MAX. SHIM P.T. Southern Pine(SG=0.55) 1" 1-3/8" 8.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE •. ••Cr r Concrete(min. 2.85 ksi) 1" 1-3/8" CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL _Gi_} " 1/4"Steel IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS .- Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS zyam No. 5S705 Ultracon P.T. Southern Pine(SG=0.55) 1" 1-3/8" (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER NO ANCHORS ° ad ° 4 ° : Concrete(min. 3.00 ksi) 1-3/16" 1-3/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND REQUIRED IN - ,- el Ungrouted CMU, (ASTM C-90) 1-1l2" 1-1/4" INSTALLATION S THE RESPONSIBILITY OF THE ENGINEER OR Z 1/4"Ste I S (} FLANGE OR ° ' Ultracon+ ,:.° :/; ARCHITECT OF RECORD. P.T. Southern Pine(SG=0.55) 1" 1-3/8" f = . " EQUAL-LEG ° p 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS FRAME SILLS A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. '✓ ! ;� ° e B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAN/HEX/FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. rrrr JiVA .. VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. 111 1 H i W O C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A.LYNN MILLER,P.E. P.E.#58705 INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE ~�---- SEE NOTE 2,THIS SHEET. ANCHORED THROUGH -- r T EMBEDMENT FRAME INTO 2X WOOD — I--� EMBEDMENT FRAME OR BUCKSTRIP. 1/4"MAX SHIM 1/4"MAX SHIM --�►I h-- °Q a SEE NOTE 2,THIS SHEET. EMBED- I SASH VISIBLE 17 I ` ° EDGE MENT EDGE ° LIGHT WIDTH DISTANCE _ — -I— DISTANCE a a' 1/4"MAX SHIM 19 b 27 I __ _ ——— ____J___J ° kLIGH SEE TABLEaT WIDTHUNOTE B,FOR • e18vHEAD TYPE 30 A) REVISED ANCHOR 44TYPE TABLE. TYP.ANCHOR TYPE,FIXED EMBEDMENTAND VISIBLE EDGE DISTANCE PER ° ;. ° c: JR -03/11/20 LIGHT SUBSTRATE,SEEOR 5B r. HEIGHT TABLE 8. 6 BUCK WIDTH — TYP.ANCHOR TYPE, _ 32 EXTERIOR EMBEDMENTAND 00 Y Q TYP.ANCHOR TYPE, HORIZONTAL SECTION A-A EDGE DISTANCE PER > 45 EMBEDMENT AND EDGE � SUBSTRATE,SEE W O nab{ TABLE 8. DISTANCE PER SUBSTRATE, 0 LO O O SEE TABLE 8. �- ti a}op Q 14 --{ ��— 1/4"MAX.SHIM VISIBLE LIGHT FORMULAS: p p 46 55 I I (SHOWN FOR HI-RISE SILL;SEE —� m Z O SHEET 9 FOR STANDARD SILL) Z J LL 0 - W o 43 13 DADE APPROVED MULLION,FBC WIDTH U U uMo p BUCK COMPLIANT ALUMINUM/STEEL FRAMING 00 HEIGHT 63 USE EITHER 1 OR STEEL STUD.MAY BE VERTICAL OR @SASH&FIXED LITE:BUCK WIDTH-4.12" 17— W Q 9Ma SWEEP LATCH @ HORIZONTAL.SEE SUBSTRATE HEIGHT(EQUAL-LITE) > t ~ MIDSPAN OR 2 PROPERTIES,TABLE 8. CD BOTTOM LOCKS BUCK HEIGHT/2-3.23" Z Z INSTALLATION C� `- SASH HEIGHT(PROVIEW) Z LL VISIBLE EQUAL OPTION 4 @FIXED LITE:BUCK HEIGHT/2+4,28" D Z O LIGHT LEG/BOX ANCHORED THROUGH @SASH:BUCK HEIGHT/2-11.43" = O 00 HEIGHT FRAME FRAME INTO METAL ® N W U SHOWN HEIGHT(CUSTOM SASH) N W @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" Z Z }aayS TABLE 8: @SASH:SASH HEIGHT-4.60" p U X Min. Edge Min. ~ W Q EXTERIOR Anchor Substrate J o Distance Embedment Z I o 33 P.T. Southern Pine(SG=0.55) 9/16" 1-3/8" NOTES: 12 #12 Steel, W -1 _ 15 18-8 or 410 Aluminum, 6063-T5 min. 3/8" 0.063" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON ,J O (A OPTIONAL HI-RISE SS Screw A36 Steel 3/8" 0.063" TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY <t W SILL SHOWN.SEE Steel Stud, Gr. 33 min. 3/8" 0.045"(18 Ga) INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF a�}}� asaa sauas 1"WEEP 42 SHEET 10 FOR THE WINDOW. Concrete(min. 3.35 ksi) 1" 1-3/4" NOTCH AT STANDARD SILL. 1/4"410 SS EACH END CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE a\ ?, I.Yt'}?t rp p�ffrf� 1/4"MAX. P.T. Southern Pine(SG=0.55) 1" 1-3/8° 8.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE 'c r SHIM Concrete(min. 2.85 ksi) 1" 1-3/8" CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE i 1/4"Steel IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS Ultracon Ungrouted CMU, (ASTM G90) 2-1/2" 1-1l4" DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER C 1X AND 2X BUCKS k 110 05 NO ANCHORS � ° °° �.° ° � P.T. Southern Pine(SG=0.55) ill 1-3/8" (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER m d LOADS TO WOOD BUCK DESIGN AND THE STRUCTURE. Wit_ REQUIRED IN ° a Concrete(min. 3.00 ksi) 1-3/16" 1-3/8" , 1/4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR '. ( ; FLANGE OR ° • . Ungrouted CMU, (ASTM C-90) 1-1/2" 1-1/4' ARCHITECT OF RECORD. % t T � C EQUAL-LEG Ultracon+ FRAME SILLS P.T. Southern Pine(SG=0.55) 1' 1-3/8' 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS if . A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. DAYLIGHT OPENING IS MEASURED FROM BEADING TO BEADING. f f ":.."F` B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAN/HEX/FLAT HEAD TYPE IS t p ) •, VERTICAL SECTION B-B ° ALLOWABLE FOR ANCHORS IN THE HEAD, ) C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A.LYNN MILLER,P.E. P.E.#58705 INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE EDGE DISTANCE ~� DISTANCE �- EMBEDMENT EDGE DISTANCE 1/4"MAX SHIM 1/4"MAX SHIM —► 5 SASH VISIBLE 17 LIGHT WIDTH EMBEDMENT 27 19 1/4"MAX. EMBEDMENT FIXED VISIBLE 2 SHIM � � LIGHT WIDTH 30 18 TYP.ANCHOR TYPE, A) NO CHANGES THIS FIXED EMBEDMENT AND EDGE If SHEET. DISTANCE PER SUBSTRATE, 44 VISIBLE o LIGHT SEE TABLE 9" JR -03/11/20 HEIGHT 31 5 OR 5B 5 �-- BUCK WIDTH _ 32 00 TYP.ANCHOR TYPE Y HORIZONTAL SECTION C-C W `� EMBEDMENT AND EDGE � � a 45 DISTANCE PER SUBSTRATE,SEE O na TABLE 9.(NAIL SHOWN) p p U) DADE APPROVED MULLION,FBC �- a}op O 14 COMPLIANT ALUMINUM/STEEL FRAMING 1/4"MAX.SHIM —�� N CO OR STEEL STUD.MAY BE VERTICAL OR 04 O HORIZONTAL.SEE SUBSTRATE M Z PROPERTIES,TABLE s. VISIBLE LIGHT FORMULAS: z i m w o 43 BUCK 13 (SHOWN FOR STANDARD SILL;SEE = W � v Xg SHEETS 7 OR 8 FOR HI-RISE SILL) W U 0 UT1110 HEIGHT 63 USE EITHER 1 W Z NT J aN SWEEP LATCH @ #10 OR#12 STEEL WIDTH 0 W Q 0MG MIDSPAN OR 2 46 55 SELF-DRILLING BOTTOM LOCKS SMS(G5),SEE TABLE 9. @SASH&FIXED LITE:BUCK WIDTH-4.12" O Z 07 Z SASH HEIGHT(EQUAL-LITE) CD Z VISIBLE BUCK HEIGHT/2-3.23" LIGHT INSTALLATION = � O IM = HEIGHT OPTION 7 HEIGHT(PROVIE u @FIXED LITE:BUCK HEIGHT/2+4.28" ANCHORED THROUGH @SASH:BUCK HEIGHT/2-11.43" N J INTEGRAL FIN INTO METAL �* z X Z }aa4S HEIGHT(CUSTOM SASH) Zp FL STANDARD SILL @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" 1= EXTERIOR 16 @SASH:SASH HEIGHT-4.60" _ ¢ o SHOWN.SEE Lo Z W 33 PREVIOUS SHEET w 5 W ill 42 $ FOR OPTIONAL = NOTCH AT WEEP HI-RISE SILL. J Z U) Q EACH END TABLE 9: NOTES: SHIM al}}� asaa saua5 1/4 MAX Min. Edge Min. AnchorF Substrate Distance jEmbedment 1)USE ONLY SUBSTRATE-APPROPRIATE 2-1/2" x .113" Box Nail P.T. Southern Pine (SG=0.55) 5/16" 2.438 ANCHORS LISTED ON TABLE 9. FOLLOW x .4 ' I` ,� e . 2-1/2"x .131" Common Nail P.T. Southern Pine(SG=0.55) 3/8" 2.438 EMBEDMENT AND EDGE DISTANCE LIMITS.ANY � ti ,"' °• T INSTALLATION OPTION SHOWN MAY BE USED te TYP.ANCHOR TYPE, 2-1/2"x .145" Roofing Nail P.T. Southern Pine(SG=0.55) 3/8" 2.438 ON ANY SIDE OF THE WINDOW. No" 5870,5 2-1/2"x .145" Roofing Nail P.T. Southern Pine SG=0.55 3/8" 2.438 EMBEDMENT AND EDGE �-- EDGE DISTANCE g ( ) 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO DISTANCE PER SUBSTRATE, - P.T. Southem Pine (SG=0.55) 1/2" 1.375 REFERRED TO AS DAYLIGHT OPENING IS v SEE TABLE 9. #10 Steel Trusshead Screw o ) - 3 '• ���Z U / SCREW SHOWN EMBEDMENT 0.125 Aluminum, 6063-T5 min. 5/16" 0.125 MEASURED FROM BEADING TO BEADING. //// .41 ( ) #12 Steel, 18-8 or 410 SS ; TI > 0.050" A36 Steel 5/16" 0.05 r` � ° E �N VERTICAL SECTION D-D Screw ,y , a�a N 0.045" (18 Ga)Steel Stud, Gr. 33 min. 6/16" 0.045 ' u j /`'` e° rf� �.. A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 11 A.LYNN MILLER,P.E. P.E.#58705 2.560" 3.185" 2.060" 2.848" 2.848" -�- .062" 1.125" 2.848" 062" 062" 062" 2.112" ( � 2.724" 2.724" 2.724" 1 A89" 987" 1.125" I� .osr' .osr' .062" i O FLANGE FRAME HEAD O HEADINTEG FIN FRAME O EQUAL LEG FRAME HEAD O FLANGE FRAME JAMB O INTEGRAL FIN FRAME O EQUAL LEG FRAME JAMB A) NO CHANGES THIS 2.798" 2.798" 2.798" SHEET. 0 .N 2.798" ®-I 2.798" +�-I 2.798" JR - 03/11/20 °0 Y Q 3.008" � O naa 2.841" 3.466" 2.341" 3.508" 4.133" 'IT0 062" .062'"' 062" 062" �- F_ a}op O ' .062" .062" O N w O OM Z o O LL ti z co 5 1.125" 1.125" V U o v uMo p O7 FLANGE FRAME SILL 9 EQUAL LEG FRAME SILL �o FLANGE FRAME SILL 12 SILL HI RI EUAL LEG FRAME W dam' Q oN O O HI-RISE 0 W pMp Oa INTEGRAL FIN FRAME SILL �} INTEGRAL FIN FRAME O Z Z 2.273" -►I SILL-HI-RISE r LL 1.300" .120" 2,273" �I O = o 170" SILICONE HOT-MELT BUTYL rn W r' STRUCTURAL ® rn J POLYISOBUTYLENE 1/4"NOM. STRUCTURAL 3/16"NOM. N U 2.772" WITH SILICONE z Z TH 0 z }aays 062' DESICCANT 2.211" 2.105" DES CCAFOAM INT O Q 1.235" Z U) o 2.150" 062" .062" EXT.GLASS = o EXT.GLASS r ti - II _ INT.GLASS INT.GLASS J U) 'III �1 1.300" �'�I 1.300" �- 1.300" I Q W .Os2" 70 KODISPACE 4SG TPS 71 SUPER SPACER®NXT TM al}�l •osap A 13 SASH TOP RAIL 14 FIXED MEETING RAIL �s HISH-RISE RAIL- is SASH BOTTOM RAIL �7 SASH SIDE RAIL l��Sliii}ilt/1 ALUMINUM POLYISOBUTYLENE DESICCANT FILL %�}�4 li n LY&I'V 4"f// ......,'.: e 1.446" REINFORCEMENT ti iCEFd� °•,' i SEAL 5/16"NOM. 617" 496"�� I SILICONE SEAL v 1.522" 040" .634" .465' �' ¢ ROLL-FORMED '-� BUTYL& STAINLESS STEEL 'a i?p, 7 05 .040" 627 DESICCANT . .802" .802" .802" 802" FOAM -C tA 813" EXT.GLASS EXT.GLASS j OF ;' 1.370" 070" 070' 050' --►) .045" -�- -- INT.GLASS INT.GLASS r c ' °e I j# °Y N SHEAD ANCHOR is SASH STOP COVER 2sA IG BEAD 2se IG SNAP BEAD zs 5/16"LAMI BEAD 27 7/16"LAM[BEAD < , 0i�4- `�R - ti` COVER 72 DURASEAL®SPACER 73 XL EDGETM SPACER /i I I I I i i I i�� A.LYNN MILLER,P.E. P.E.#58705 TABLE 11: Item PGT Part# Description Material 51 ASSEMBLY DETAILS FOR # FLANGE FRAMES 1 642001 Head, Flange Alum. 6063-T6 2 624017 Head, Integral Fin Alum. 6063-T6 (OTHER FRAME TYPES SIMILAR). 3 624028 Head, Equal-leg Alum. 6063-T6 a 4 624004 Jamb, Flange Alum. 6063-T6 4 4A Jamb, Flange (Used For Alternate Radius Top Head) Alum. 6063-T52 1 5 624020 Jamb, Integral Fin Alum. 6063-T6 51 —r< 5A Jamb, Integral Fin (Used For Alternate Radius Top Head) Alum. 6063-T52 6 624031 Jamb, Equal-leg Alum. 6063-T6 6A Jamb, Equal-leg (Used For Alternate Radius Top Head) Alum. 6063-T52 40 HEAD 7 624002 Sill, Flange Alum. 6063-T6 8 624018 Sill, Integral Fin Alum. 6063-T6 INTERIOR 41 9 624029 Sill, Equal-leg Alum. 6063-T6 A)ADDED BACKBEDDING, 10 624003 Sill, Hi-Rise, Flange Alum. 6063-T6 JAMB 9 � UPDATED MATERIAL 11 624019 Sill, Hi-Rise, Integral Fin Alum. 6063-T6 :N PROP. TABLE. 12 624030 Sill, Hi-Rise, Equal-leg Alum. 6063-T6 4 14 Cr 13 624006 Sash Top Rail Alum. 6005A-T61 INTERIOR JR-03/11/20 14 624005 Fixed Meeting Rail Alum. 6005A-T61 <2n 15 624012 Sash Bottom Rail-Hi-Rise Alum. 6063-T6 JAMB 00 Y Q 16 624068 Sash Bottom Rail Alum. 6063-T6 W 17 624007 Sash Side Rail Alum. 6063-T6 FIXED MEETING RAIL o 18 624051 Head Anchor Cover Alum. 6063-T6 0 U) LO a}oQ O ' 19 624015 Sash Stop Alum. 6063-T6 Nw O 25A 624009 IG Bead Alum. 6063-T5 O M Z Z 0 25B 624011 IG Snap Bead Alum. 6063-T5 p LL oo �. W o 26 624010 5/16" Lami Beading Alum. 6063-T6 o SASH BOTTOM RAIL 1: w 27 624026 7/16" Lami Beading Alum. 6063-T6 IU U w UMn Q .o 30 6TP247 Glazing Bead, Bulb Vinyl for#624023 Vinyl SASH 1- z �r � "Q 31 6TP248 Glazing Bead, Bulb Vinyl for#624009&#624011 Vinyl 4 SIDE 16 0 co 32 724046 Sweep Latch (@ Top Rail) Cast Zinc RAIL o z z r 33 624049 Bottom Latch (@ Sill) Alum. 6063-T6 JAMB 0 07 u- 34 Setting Block (1/8"X 1/2"X 4") Neoprene z —j p 35A IG Setting Block (1/8"X 3/4"X 4") Neoprene _ 35B 724014 IG Snap Setting Block Vinyl 17 ® °; U p 36 724044 Bottom Rail Weatherstrip Extension C� 37 724053 Sill Gasket Polyethylene z Z W }aays Z 38 724054 Sash Top Rail Gasket Polyethylene 37 0 IY 39 724055 Sash Bottom Rail Gasket Polyethylene 0 o 0 40 724057 Head Gasket Polyethylene D Z otS 41 724063 Meeting Rail Gasket Polyethylene INTERIOR ? 0O 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 39 Q m 43 Weatherstrip, .270"x .187", Fin Seal (@ MR) all! asaQ sauas 44 67S16G Weatherstrip, .170"X.270", Fin Seal (@ Sash Side Rail) 45 Weatherstrip, .170"X.187", Fin Seal (@ Top Sash Rail) �� , ;{/� TABLE 10:MATERIAL PROPERTIES USED a 1! s, 46 varies Balance with Cover& Trim Rigid Vinyl SILL 51 FOR ANCHORAGE CALCULATIONS: 51 781 PSQX #8 X 1" PH SMS (Assembly) Stainless Steel ;ems Material Min. FY Min. F. � �,• •• ,,� 55 7834AA #8 X 3/4" Ph. PN SMS (Balance) Stainless Steel 7 Steel Screw 92 ksi 120 ksi _ No. 53705 63 - Alum. Screen with Fiberglass Mesh Varies INTERIOR 18-8 Screw 60 ksi 95 ksi 70 - Kommeding Kodispace 4SG 1-PS 410 Screw 90 ksi 110 ksi See Sheet S� — . / 10 for 51 71 - Quanex Super Spacer nXT Elco UltraConO 155 ksi 177 ksi S Q ( C� TE OF 44, 72 - Quanex Duraseal Spacer 1/4"DeWalt UltraCon+® 148 ksi 164 ksi � g Materials ' .°a NOTES: r '_� ° 73 - Cardinal XL Edge Spacer 410 SS Elco/Dewalt CreteFlex® 127.4 ksi 189.7 ksi , � •.....16 ksi 22 ksi . 74 - Dow 791, 899, 983 or GE 7700 Backbedding Silicone 1)ALL CORNERS TO USE GASKET AND/OR SEALANT. 606 -T5 Aluminum 36 ksi 58 ksi /'�f r i L V \\\\A36 \� 2)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. Gr.33 Steel Stud 33 ksi 45 ksi A.LYNN MILLER,P.E. P.E.#58705