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HomeMy WebLinkAboutNOA; Series SH7700A Aluminium Single Hung WindowRECEIVED SEP 2 21010 Pe �itting'DePart Lucie Countyent M IAM I -DARE MIAMI-DADE COUNTY e 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.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, 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: 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 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0430.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 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 Idahnis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6t11 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). Manuel rez . . Product Contra Ext30.O6 iner NOA No. -0 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 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 611 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. E-2 �va�L" Manuel er , E. Product Control Ea ner NOA No. 18-0 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG 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 NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED, USE ONLY GLASS TYPES 3, 7, 12, 13 OR 15. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. I WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" 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. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND 15 BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% 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 OFTHE 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 18.7835.1 & 18-7835.2; 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 FIGI IRF A• Al I OWABLE SASH CONFIGURATIONS AND SHAPES �{ WIDTH WIDTH WIDTH �+ T I T RECTANGULAR WITH EQUAL LITE SASH RADIUS -TOP WITH PROVIEW SASH RECTANGULAR WITH CUSTOM SASH ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWING SHEETS. A17-13/16" MAX. O.C�.' DESIGN PRESSURE RATING I IMPACT RATING 18-318" MAX. VARIES PER GLASS TYPE, LARGE & SMALL MISSILE / SEE SHEETS 2-5 IMPACT RESISTANT 17-3/4" MAX. 17-314" 52-118" MAX. BUCK WIDTH (17-1/4"BUCK) MAX. 9-1/2" MAX. B, SEE _ O.C. (9" MAX. BUCK) D. SEE - 5" MAX. O.C. r 4-11/16" MAX. SHEETS 8 & 9 SHEET 10 13 SHEETS 889A, SEE� � SHEETEO EQUALLY � � I SPACED ANCHORS PER TABLES 6 & 7 O 17-3116" MAX. O.C. j O i—ll— MAX. — 83" TIP MAX. 12-1116" MAX. O.C. TO ^ BUCK x HEIGHT i i 4 j TIP EQUALLY SPACED —'Tf- HEIGHT 1 F/ ANCHORS PER i I / 13-5116" MAX. O.C. TABLES 6 & 7 5" MAX. 9-1/2"MAX. I —_—_ _� O.C. (9" MAX. BUCK) I A 1 B NO ANCHORS AT SILL Dom_ 7 53-118" MAX. TIP TO TIP WIDTH _1" WEEP NOTCH 4-11/16" MAX. � 1- WEEP NOTCH AT EACH END AT EACH END ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN FRAME SHOWN WITH SHOWN WITH EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION TABLE 1: ALLOWABLE GLASS TYPES Type Description (Listed from Exterior to Interior) DP Table # 1 1/8"AN, .090" PVB, 1/8" AN 2 2 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 2 3 13/16" LIG: 118" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 4 1/8" HS, .090" PVB, 1/8" HS 4 5 3/16" AN, .090" PVB, 3/16" AN 4 6 13116" LIG: 3116" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 7 13116" LIG: 3116" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 8 3116" AN, .090" SG, 3116" AN 5 9 3/16" HS, .090" SG, 3/16" HS 5 10 13116" LIG: 1/8" AN CAP, AIRSPACE, 118" HS, .090" SG, 1/8" HS 5 11 13116" LIG: 1/8" AN CAP, AIRSPACE, 3116" AN, .090" SG, 3/16" AN 5 12 13116'LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 13 13116" LIG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 5 14 13/16" LIG: 3116" AN CAP, AIRSPACE, 118" HS, .09D" SG, 1/8" HS 5 15 13/16' LIG: 3/16" TP CAP, AIRSPACE, 118" HS, .09(Y" SG, 1/8" HS 1 5 CODES / STANDARDS USED: .2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION :ASTM E1300-09 �ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 -AISI S100-12 -AISC 360-10 USER INSTRUCTIONS 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 & 7. 4) INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION. SHEET 8 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE. INTEGRAL FIN OR EQUAL LEG/BOX). SG= KURARAY SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. PVB = KURARAY TROSIFOL® PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED GENERAL NOTES ................................................. 1 ELEVATIONS......................................................... 1 DESIGN PRESSURES I GLAZING DETAILS........ 24 ANCHOR QUANTITIES .......................................... 5-6 INSTALLATION, FLANGE......................................7 INSTALLATION, EQUAL LEG.................................8 INSTALLATION, INTEGRAL FIN ............................ 9 EXTRUSION PROFILES ......................................... 10 ASSEMBLY & PARTS LIST .................................... 11 CD w ? w m o as 0 �o » o US } r O V zy O [7 n u� alop 0 O Z O_j w Z LL C) t0 m Z O UUo� CD ®J d Fe mop n w 6 .oN omo W � (�_•J � Q ; Z o Z I; to Z O H = W O ® w Ca u U' LU ir u) O Ia a45 Z J o Z Q � cO O � 2 JZ W U' rA algl rosap saua5 ,`,111YILYN/ N..........2� ' �{�.•.• LICENSF'•���C,�i No.58705 ,0 ST TEOF 1, TONAL 1EN.`. A. LYNN MILLER. P.E. P.E.# 58705 Bottom Sash Description for Given Range Sash Height Range (in) Design Pressure (lbslfe) for Glass Types 1 & 2 Tip to Tip Width 18" 25" 33" 37, 41" 45' 49" 53-1/8^ 24" Equal-lile 12.464 +65.0 40.0 +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 -10.0 Equal4ite 15.964 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -90.0 +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 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 Equal-lite 19.652 +65.0 -80.0 +65.0 -80.0 -65.0 -00.0 +65.0 -80.0 +65.D .80.0 -65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Standard Prom- 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 -60.0 +65.0 -80.0 38.318" Custom Size 15.131-15.943 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 A0.0 +65.0 -80.0 +65.0 A0.0 +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 Shortest 12.464-14.130 +65.0 -80.0 1 +65.0 1 -80.0 +65.0 -80.0 1 +65.0 1 -80.0 +65.0 1 -80.0 1 +65.0 -80.0 1 +65.0 1 -60.0 +65.0 .80.0 Equal4ite 22.964 +65.0 -80.0 +65.0 •80.0 +65.0 --80.0 +65.0 -80.0 +65.0 A0.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 Custom 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 -80.0 Standard Proi- 18.594 - 20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 46' Custom Size 16.131-18.593 +65.0 -80.0 +65.0 -80.0 +65.0 A0.0 +65.0 .60.0 +65.0 60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 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 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 Shortest 12464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 ADO +65.0 .80.0 +65.0 .80.D +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Equal -file 24.964 1 +65.0 1 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 Custom Size 22.131-24.963 +65.0 -BO.D +65.0 -80.0 +65.0 -80.0 +65.0 J10.0 +65.0 .80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 Standard Provtew 20.194 - 22.130 +65.0 -BO.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 J70.0 49" Custom Size 18.131-20.193 +65.0 -80.0 +65.0 -90.0 +65.0 -80.0 +65.0 A0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 16.131-18.130 +65.0 -80.0 +65.0 -80.0 +65.0 60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 14.131-16.130 +65.0 -80.0 +65.0 A0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.6 Shortest 12464-14.130 +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 -75.1 O1 Equal4ite 25.777 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +MO -80.0 +65.0 60.0 +65.0 60.0 +65.0 -80.0 = 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 Standard Prtnim 20.844 - 24.130 +650 -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 -80.0 +65.0 -80.0 r Custom Size 20.131 - 20.843 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 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 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 A0.0 +65.0 -80.0 +65.0 -77.6 Custom Size 14.131 - 16.130 +65.0 -80.0 +65.0 60.0 +65.0 -B&O +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.1 Shortest 12464-14.130 +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 -73.9 Equal-lite 31.964 +65.0 A0.0 +65.0 -80.0 +65.0 -WO +65.0 -80.0 +S&O -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 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 -77.6 Standard PmV w 25.794-28.130 +65.0 -80.0 165.0 -80.0 +65.0 -80.0 +6&0 -80.0 -65.0 -80.0 +65.0 .80.0 +65.0 .80.0 +65.0 -73.9 Cretan Size 24.131 - 25.793 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 +65.0 -727 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 -00.0 +65.0 •80.0 +65.0 -78.8 +65.0 -70.5 Custom Size 20.131-22.130 +65.0 •80.0 +65.0 -80.0 +65.0 A0.0 +65.0 60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.1 +65.0 68.4 Custom Size 18.131 -20A30 +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 Custom Size 16.131-18.130 *65.0 60.0 +65.0 -80.0 +65.0 60.0 «65.0 -80.0 +65.0 60.0 +65.0 -77.1 +65.0 -73.8 +64.7 A4.7 Shortest 13.194•-16.130 +65.0 -80.0 +65.0 60.0 +65.0 -90.0 +65.0 -80.0 -65.0 -75.9 +65.0 -71.8 +65.0 -68.2 +62.3 62.3 EqualJite 38.464 +65.0 -80.0 +65.0 -80.0 -65.0 -80.0 +65.0 AD.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -73.9 Custom Size 36.131 - 38.463 +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 -79.8 +65.0 -71.6 Custom Size 34.131 - 36.130 +65.0 -80.0 +65.D AD.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 60.0 +65.0 -77.9 +65.0 69.4 76' Standard Pm%iev 30.994 - 34.130 +65.0 -80.0 +65.0 A0.0 +65.0 .80.0 465.0 -BD.0 +65.0 -80.0 +65.0 -60.0 +65.0 -75.4 +65.0 66.5 Custom Size 30.131 - 30.993 +65.0 A0.0 +65.0 60.0 +65.0 A0.0 +65.0 60.0 *65.0 -8 .0 +65.0 -7&9 +65.0 -74.6 +65.0 65.6 Custom Size 28.131 - 30.130 +65.0 60.0 +65.0 A0.0 +65.0 60.0 +65.0 6D.0 +65.0 -79.1 +65.0 -75.3 +65.0 -71.9 +63.8 63.8 Shortest 26.194•-28.130 +65.0 60.0 +65.0 A0.0 +65.0 -80.0 +65.0 -80.0 +65.0 .75.9 +65.0 -71.8 +65.0 68.2 +62.3 -62.3 EqualJite 42464 +65.0 60.0 +65.0 A0.0 +65.0 -80.0 +65.0 -80, +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 +65.0 69.4 84" Custan Size 38.131 -42463 +65.0 -80.0 +65.0 60.0 +65.0 AO.0 +65.0 -80.0 +65.0 -80.0 +65.0 -7&9 +65.0 -74.6 +65.0 A5.6 Standard Proviev I 34.194• - 38.130 *65.0 60.0 +65.0 AO.0 +65.0 AO.0 +65.0 1 A0.0 +65.0 -75.9 +65.0 -71.8 +65.0 68.2 +62.3 62.3 • 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 TOTIP HEIGHT - 49.8D6 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 LASS STACK M. GLASS GSTACK 1/8" AN GLASS .090" PVB 118" AN GLASS 30 26 1/2" NOM. GLASS SITE EXTERIOR a 75 34 GLASS TYPE 1 GLASS GLASS STACK �.090" PVB 1/8" AN EXTERIOR a AN GLASS r 112" NOM. GLASS BITE GLASS TYPE 2 b CD `1 W i w o rn as o O O rn y r- o O alOp O Q zw v O m Z O ZZ C) -J O a u Z u- two m _ w n = W i r6 ° n F- Z 10 c J oN JMO O j p 2 F Z U Z Z Z O = N ® m J `u (7 Z taav5 to 4 O Z) J O Z m O w F r` U ¢ 0 all!1 'asap sauas 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. - //' -hVA11- 11� 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. AN= ANNEALED / 7/ I I I I 1 I 11 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 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 A LYNN MILLER, RE P.E.# 68705 TARI P I Bottom Sash Descnption for Given Range Sash Height Range (in) Design Pressure (IbslR�) for Glass Type 3 Tp to Tip Width 18" 1 25" 1 3Y 37' 1 41" 1 45" 49' 53-1/8" 24" Equal -life 12.464 +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 -60.0 +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 $G.D +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 31" Stardard 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 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 -8 .0 +6&0 -80.0 Equal -life 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 Standard Prouew 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 39-3/B° 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 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 Equal-lite 22964 +65.0 .80.0 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Cust- Size 20.131 - 22.963 +65.0 1 -80.0 1 +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 Standard Pro,(- 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 45' Custom Size 16.131 - 18.593 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.D -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 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 Custom Size 14.131-15.130 +65.0 -80.0 +65.0 -80.0 +65.0 .8D.0 +65.0 .80.0 -65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 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 Equal-lite 24.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -65.0 -80.0 +65.0 -80.0 r65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 2Z 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 Prodew 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 1 +65.0 -80.0 +65.0 -80.0 49' Custom Size 16.131 - 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 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 Custom Size 14.131-16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Shortest 12464-14.130 +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 -90.0 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 AD.0 +65.0 -80.0 Custom Size 24.131 - 25.776 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 410.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 o Standard Proliew 20.844-24.130 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 20.131-20,843 +65.0 .80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 In 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 AD.0 +65.0 -80.0 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 +6&0 -80.0 +65.0 -80.0 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 AD.0 +65.0 -80.0 Shortest 12464-14.130 +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 Equal-lite 31.964 +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 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 Standard Pro4m 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 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 W' Cuslom Size 22131-24.130 +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 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 +66.0 -80.0 +65.0 -80.0 +65.0 -78.0 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 -75.8 Custom Size 16.131-18.130 +65.0 -80.0 +fi5.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -73.6 Shortest 13.194• - 16.130 +65.0 -8D.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 EquaNite 38.464 +65.0 -80.0 +65.0 -90.0 +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 36,131 - 38.463 +65.0 -80.0 +65.0 -60.0 +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 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 76" Standard Prmaew 30.994 - 34.130 +65.0 .80.0 +65.0 A0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 Cuslom Size 30.131 - 30.993 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -90.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.8 Cuslom Size 28.131 - 30.730 +65.0 �D.O +65.0 .0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -727 Shortest 26.194•-28.130 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 10.0 +65.0 11.0 +65.0 -80.0 +65.D -1.7 +65.0 -711.0 EquaNite 42464 +6&0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -B0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.1 6a" Custom Size 3B.131 - 42463 +65.0 -80.0 +65.0 -90.0 +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 Prodew 34.1941 - 38.130 +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 1 -77.7 +65.0 -71.0 • 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 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 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. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. yl 13/16" NOW GLASS STACK 090" PVB AIRSPACE ifft 118" EXTERIOR a 1/8" AN GLASS 75 1/2" NOM, GLASS BITE 7G-73 GLASS TYPE 3 AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED c OD 1 W O CS (A 04 D anop d' M In Z z z'L c o � o n = W .xwp W Z OD x a J oN 9M0 W .� a Q Z o U Z 0 O co m J a C7 Z 1aa45 O U) Q O Lo2 J C, Z m o w U la- r _ J d Q al1!1 'asap saua5 tdV LYNgf/7j777 .......... M, a�.•. L%CEN,9F'•. * ; No.58705 441 ��0, ST TE OIF� (V�� 77775 ZONAL 10` `.�. A LYNN MILLER, P.E. P.E.# 58705 Design Pressure (lbslft2)for Glass Types 4-7 Bottom Sash Description for Given Ran a 9 Sash Height Range (in) Tp To Tip Width 53-1/8" 24" EquaHite IZ464 .65.0 -80.0 EquaHite 15.964 +65.0 -80.0 31" Standard Pro%iew 12.994-15.963 +65.0 -80.0 Shortest 12.464-1Z993 +65.0 -80.0 EquaHite 19.652 +65.0 .80.0 Standard Pro%iew 15.944 - 19.651 +65.0 -80.0 383/6' Custom Size 15.131 - 15.943 +65.0 -80.0 Custom Size 14.131 - 15.130 +65.0 -80.0 Shortest lZ464-14.130 +65.0 -60.0 EquaHite 22.964 +65.0 .80.0 Custom Size 20.131 - 22.963 +65.0 .80.0 Standard PrNew 18.594 - 20.130 +65.0 -80.0 45" Custom Size 16.131 - 18.593 +65.0 -80.0 Custom Size 15.131-16.130 +65.0 .80.0 Custom Size 14.131-15.130 +65.0 -80.0 Shortest 12.464 - 14.130 +65.0 -80.0 Equal -fits 24.964 +65.0 -80.0 Custom Size 22.131 - 24.963 +65.0 -80.0 Standard Prodew 20.194 - 22.130 +65.0 -80.0 49' Custom Size 18.131 - 20.193 +65.0 -80.0 Custom Size 16.131-18.130 +65.0 -80.0 Custom Size 14.131 - 16A30 +65.0 -80.0 P Shortest 12.464-14.130 +65.0 -80.0 O1 Equal-lite 25.777 +65.0 -80.0 c Custom Size 24.131-25,776 +65.0 -80.0 Standard Pro%iew 20.944 - 24.130 +65.0 .80.0 _n Custom Size 20A31 - 20.843 +65.0 -80.0 ~ SIB" Custom Size 16.131-20.130 +65.0 -60.0 Custom Size 16.131-18.130 +660 -80.0 Custom Size 14.131-16.130 +65.0 1 -80.0 Shortest 12.464-14.130 +65.0 1 -80.0 EquaHite 31.964 +65.0 -80.0 Custom Size 28.131 - 31.963 +65.0 -80.0 Standard ProHea 25.794-28.130 +65.0 -80.0 Custom Size 24.131 - 25.793 +65.0 -80.0 63" Custom Size 22.131-24.130 +65.0 -80.0 Custom Size 20.131-2Z 130 +65.0 -80.0 Custom Size 18.131-20.130 +55.0 -80.0 Custom Size 1 16.131-18.130 +55.0 -60.0 Shortest 13.t94"-16.130 +65.0 .8D.D EquaHite 38.464 +65.0 -80.0 Custom Size 36.131 - 38.463 +65.0 -80.0 Custom Size 34.131-36.13D +65.0 30.0 76" Standard Prouew 30.994-34.130 +65.0 -80.0 Custom Size 30.131-30.993 +65.0 30.0 Custom Size 28.131 - 30.130 +85.0 30.0 Shortest 26.194•-28.130 -65.0 -80.0 EquaHite 42.464 +65.0 .80.0 84' Custom Size 38.111-42.413 +65.0 -80.0 Standard Plrntew 34.194'-38A30 +65.0 -80.0 5/16" NOM. GLASS STACK .0901, PVB 1/8" HS GLASS /GLASS 30 26 12" NOM. EXTERIOR GLASS BITE a 7a 34 GLASS TYPE 4 7/161, GLASSS STACK GLASS 3/16" AN GLASS .090' PVB 30*31116' A1J GLASS 27112"NOM. EXTERIORASS BITE a7d 34 GLASS TYPE 5 13116" NOM. GLASS STACK GLASS LASS 31P.I. ®OR EXTERIOR E 8oRa�ISTIPE s It_ 1 NOM. LASS GLASS STACK PVB AIRSPACE .090, 3116" TP GLASS 118" AN GLASS 31 76 5®OR 5B 12"NOM. EXTERIOR GLASS BITE a 70-73 35 oR 5 GLASS TYPE TAR[ F 6 Design Pressure for Glass Types 845 Bottom Sash Deseliption for Giten Range Sash Height Range (in) Tip To Tip Width 53 1/8" 24" EquaHite 12.464 +80.0 1 -110.0 31" Equal -life Standard PmHew 15.964 12.994-15.963 +8D0 +80.0 -110.0 -110.0 Shortest 12.464•!Z993 +80.0 -110.0 Equal-lile Standard Pm ( 19.652 15.944 - 19.651 +80.0 +80.0 -110.0 -110.0 38-3/9' Custom Size 15.131-75.943 +80.0 -110.0 Custom Size 14.131 - 15.130 +80.0 -110.0 Shortest 12.464-14.130 +60.0 -110.0 EquaHite 22-964 +60.0 -110.0 Custom Size Standard Pmui- 20.131-22.963 18.594-20.130 +80.0 +60.0 -110.0 -110.0 45" Custom Size 16.131 z 18.593 +80.0 -110.0 Custom Size 15.131-16.130 +80.0 -110.0 Custom Size 14.131 - 15.130 +80.0 -110.0 Shortest 12.464-14.130 +80.0 -110.0 Equal-lite 24.964 +80.0 -110.0 Custom Size ,standard Prover/ 22.131-24.963 20.194 - 22.130 +80.0 +80.0 -110.0 -110.0 49" Cuslon Size 18.131-20.193 +80.0 -110.0 Custom Size 16.131 - 1B.130 +80.0 -110.0 Custom Size 14.131 - 16.130 +80.0 -110.0 .. Shortest 12.464 - 14.130 +80.0 A10.0 Equal-lite 25.777 +80.0 -110.0 o Custom Size Standard PmNew 24.131-25.776 20.844 - 24.130 +80.0 +80.0 -110.0. -110.0 '- L. CuMorn Size 20.131-20.643 +80.0 410.0 50-5/8" Custom Size 18.131-20.130 +80.0 -110.0 Cuslom Size 16.131 - 18.130 +80.0 -110.0 Custom Size 14.131 - 16.130 +80.0 -110.0 Shortest 12.464 - 14.131 +80.0 -110.0 EquaHite 31.954 +80.0 -110.0 Custom Size Standard Prm e- 28.131-31.963 25.794 - 28A30 +80.0 +80.0 -110.0 -110.0 Cuslam Size 24.131-25.793 +80.0 -110.0 63" Custom Size 22.131-24.130 +80.0 -110.0 Custom Size 20.131-2.2.130 +80.0 -110.0 Custom Size 18.131-20.130 +80.0 -110.0 Custom Size 16.131 -1 B.130 +80.0 -110.0 Shortest 13.194•-16.130 +80.0 -110.0 Equal-lite 3B.464 +80.0 -110.0 Custom Size 36.131 - 38.463 +80.0 -110.0 76" Custom Size Stantlam Pmdew 34.131 - 36.130 30.994-34. 130 +80.0 +80.0 -110.0 -110.0 Custom Size 30.131 - 30.993 +80.0 -110.0 Custom Size 1 28.131 - 30.130 +80.0 -110.0 Shortest 26.194"-2B.130 +80.0 -110.0 EquaHite 11 42.464 1-110.0 84" Custom Size 1 38.131 -42463 +80.0 -110.0 Standard Prodew 34.194• - 38.130 +80.0 -110.0 • 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 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TOTIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 3/16" AN GLASS 090" SG 30 3/16�A� GLASS 28 11 112" NOM. EXTERIOR GLASS BITE a 74 34 GLASS TYPE 8 I_ 13116" NOM. GLASS STACK G AI 1/8" AS GLASS 745@OROM. *7".73G EXTERIBITE a3®5 O NOM. GLASS STACK 090" SG AIRSPACE 118" TP GLASS 1/8' HS GLASS 31 74 5®OR sB 12" NOM. EXTERIOR GLASS BITE a 35 OR 5 7o73 GLASS TYPE 12 I GLAS� GLASS SSTATACK .090" SG AIRSPACE 3/16" AN GLASS 1/8" HS GLASS 31 74 ®5 OR 5B 12' NOM. EXTERIOR GLASS BITE a 70-73 ®OR 5 GLASS TYPE 14 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. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. 3116' HS GLASS .090" SG 30 3"6" H GLASS 26 12" NOM. EXTERIOR GLASS BITE a 74 34 GLASS TYPE 9 I� NOM. GLASS STACK GLASS .090" SG AIRSPACE 1/8" AN GLASS 3/16" AN GLASS 31 74 5®OR 5 1/2" NOM. EXTERIOR GLASS BITE a ®Oft 5 0-73 7 GLASS TYPE 11 I� 13/16" NOM. GLASS STACK .090" SG AIRSPACE 1/8"TP GLASS 3/16"AN GLASS 31 74 5®OR 5B 12"NOM. EXTERIOR GLASS BITE ®OR 5B 71,73 GLASS TYPE 13 INOM. GLAS� GLASS STACK .090" SG AIRSPACE 3116" TP GLASS 1/8" HS GLASS 31 7q ®oa 5 12" NOM. EXTERIOR GLASS BITE a 5®OR 5 7N73 GLASS TYPE 15 AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED ti A Y W v o 7-a d' N o O to ato0 N i Q -1 m a to Z Z J O Z tL m o _ Te o = W ' rc U U ®� erg u mo�0 r - LU 000 < J .oN 9MO LU Q a U 1n 0 7 2 lJ O v ® J 1aa4S = Z 7 U) Q O =3 J p H Z M n s v Q = J Q_ to 00 Q s ua5 I-' LYlvly �'��.•' LIGENSF'Ne �• No. 58705 = !��•'' S ATET 'OlV�: ���`S'•.FLORIO• .• GI TONAL 1IF' A. LYNN MILLER, P.E. P.E.tf 58705 TAR[ F F Anclic�tfes Required for "Through -Frame" Installation using Glass Types 1-7 Tp to Tip Width ���o©o,oBooBo'o©©oeEv Bunn Bnun �10N�Enuuuuoono�nunoBBInBBOBB�nun N ��nnonnoBno,un inn©©©©©©©©©© ��nBonBo©Bo,©©©©©©'©©©©BBBBB �01N�EBeonn ©no,©©©;©©©'©©©I©©©©©©, EMESEMMMBBonBoeno; nun ©©n,on©, Dun ©©© ��B Bo© HBO ©©©onn nun ©©© ��BBo,©nD©;©© noo, BUD ,©©©©©©' man ©©© �NIN�EBno,Bn ono, BUD ,©© on nnn©©© E=CEEMEMBeonnoono, nun ,©©©©© ©©©©©© ��CMEMBno©BOBno, nun ©©non© nun ;©©© 10=10�BBEDU N===0==BBOBBoono©©nBnnjn©©©©©©©© ono©©©nnnBnn©©©nun Dun 8 HUBBUB ©©©Dun a©©©© N�009N=BBo,©nonun B n©©luou H©©©© �=SZZMUMMUUonun H un©©©©©©©nun 1�0©©9©ODnME©©©©©©bun MEM�commBno;©Bo©no©©©©©©©©©©©©©©© mmm� EMEMBBo,nnoeno©©©Buff©©©©©©©©© ��090=Bnq©no©no©©©©©©©©©©©©Dun 0=01�Hnu B Dun ©©©©©©,©©©;©©© BBB ®Bnonn00EM Bonn©©©©©©©©©© MIRW-rMWOEMEWBBo BBo Dun Hu BBB�BBB BBB ===E�Bnonno nun BmuBnn,nnnnBnnnn E=CEEz3E=BBonno MEN nnBBn©nneinnneBn 10=10�100 E=SN�nBOB80©Bon onBnnnnoDUMDUM NE�EMZMneo,©Bonun nononnnuunn©Bn N=M=MEM=nnHn BnnnoBB nnonnnnum Bunn an a on nun �100�EB©o!© DUMB , oDun,B©BBBBB©nBBB E=CEw==B©o©BOjBB�B Nunn BB©nBBBnne ��n Bol©n BB nnnnnnonnDUMDUM ��Bno© Nunn onnnnnnonn©nnnnB 100lennnnnnnnnnn ��eno©OEM EEE� EMMIMnno©Bonno',nnn',nnnonnBnn©BB N�NMEMM©nonHEBBo,©BBBBnBnnnBB©BB E=CMUMMneo©Bo©Bo;©nnnnnBeBnnnnnn �oBo BE oBo,oBB;oBB oBB oBB onn �100�0BBD©©0©Bn,nnB;nonnBB©©B©Bn ��nnonBE©Bo B ��©B0©Ba©BOBBBnBnB ,BBn,n©nBn©Bnnnn DUMB nnun zE==Ez==nnoBnnnBOnnninnnn DUMB B'Dun E=CEEzME=BBo;©Bn,nBo©nnnnn;n Bunn n!,HUB E=ZE�BBonBgnnoBBnBBB,B DUMB n,BOB ono;oUUMBovBBOBBonounBnun ��©oo,©oo,noo ©oe non'©HB ©oB nun NE�mmmubnlo©oioBoo©©o©©onnnnnnnn 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 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT-48.806 Glass Type Description (Listed from Exterior to Interior) 1 1/8-AN, .090" PVB, 1/8" AN 2 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1B" AN 4 1/8" HS, .D90" PVB, 1/8" HS 5 3/16" AN, .090" PVB, 3/16" AN 6 13116" LIG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 7 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 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. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. Y W ? U o 0 v z w i X n o Z�� m= ZZ Lu o LLf o go ®� a Ln H " o �Mo > Z m o Z U _ W CO LL O jQ U1 ® m J Z Z 1aa45 LL O M o CO U Lu 2 al)1 ��sap sa�,a5 LYNAI 't�.•'�10ENgE'•�((� � * No. 58705 = ART 4 ' TONAL ",�``•\• A, LYNN MILLER, P.E. P.E.# 58705 TABLE 7- Des.6ption Sash Height ��om00000©ov nom BOB lo©m;ono, n©© NBum MEMMEMEMmmnmmo, Human mDun imHE, ou©©© �EIMMIWMppn'ppo, Damon ©©©©©©©©©©©©© ©©m!©mo©moon© MERGED ©©©©©© g�=mmo;mmomm0©©©©© noun ©Human E=CEIMEMMmmn,©mo;mmoum©©©©©©©©©©©©© E=CE ,mmommong unco©©mnuoun �EI©pompolmpnBB oun©©©,©©noun ��mmoano;unnmppmmmmmgmummum ©molnoommomm©©©©©©©©©©©©© =��mmoumn,©mn©n unnu©©©©©©©© ��pmo�non,muoum©©©©©©©©©©©©© MEMEME oo©mq©mo©©©©©©©©©©©©©©© nommmummmumo'mmoonoon©©©©©©©©©©©©© �pmg�ppo'umo;unnon©©©©©©©©©pump ��pmn�mmnmmoonmonmmmm'mum',mmm ��mmomuo,mmnmmmmmmmum,mummum ��umomun;nononmomm'mmm,mummuu EMMEMEMERMmmommn,onoonmonmumm;mmumuu M=EWE�©mouunonnmmmommnomummmmm McM=EE3Mz= n,onnummmmm;mmmmm©non man mpnoun ummummupp;mpm,mmp ®mmnmmomonmum,mmm unman mDun Nmzmmmu;mmo mm0 mum,mum mmm;pmm muu E2M=EEEM1=Bum mommoanm HUBBUB mmmBOB �CEENWIMEUH BE E MEN on �EMMEmmo nun ©unonmmmmmommum;uom �mmn'moomunuumummummmmmuou HE UBEluun uuu uum mum uuu!uuu MM=EEzM=umommomuomummmmmummumuum ��umn'umo on mmm mmu ummmuu'uum , E=CEExM1= umo mmo'mmolmmm umm ummlmmm uuu E=CEMEMMumnmmoumgmmmmmonmmommRon �opo;opnopoopmo©pommopmopm �Ni�wumumuo uuo on Damon oogmou ECE mnmmnmmmmon ommouuno sumo© nun mo'onmmmmuum one ono NEEMEMumoonoonoonmmmuuum,ommono a2=0 ono� Human n!mmmmuuomm,omm000 anoounomniopm�oupompommopn uooluoo moo;mom,mom momlmoE an mROMME monmoomoo;mom,mommomoomo©n opnunnuo oumommioopoomoon •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 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 TARI F 7R Glass Type D..rlpdon (Listed from Exterior to Interior) AN, .090" SG, 3/16" AN3116" HS, .090" SG, 3/16" HS 13116" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090"SG, 1/8" HS 13/16"LIG: 1/8" AN CAP, AIRSPACE, 3116" AN, .090" SG, 3116" AN K3116" 13116" LIG: 1/8"TP CAP, AIRSPACE, 1/8" HS, .090"SG, 1I8" HS 13116" LIG: 1/8" TP CAP, AIRSPACE, 3/16"AN,.090"SG, 3116'AN 13116" LIG: 3116" AN CAP , AIRSPACE, 1/8" HS, .090"SG, 118" HS 13116" LIG: 3/16" TP CAP, AIRSPACE, 118" HS, .09(Y" SG, 1/8" HS 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. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. m W US o a a,aa 0 04o 0 �w n cf) OJ O y Z IL o tZyJ W O n ®� U U oLU Raa a CD W ¢ a 9Mo S2 � o Z a Z U W J CD F LL o m ® rn J = Z Z Q laaVS LL Q K z K o o U Q Z 2 Q \111I II III I/,,, ���NYLYN ...... * ; No.58705 =O Q` S I/ONALSE�G A LY /�1 MIL��R`P.E. \ P.E.# 58705 INSTALLATION OPTION 1 EDGE DISTANCE ANCHOREDTHROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. TIP TO TIP HEIGHT EXTERIOR a 1" WEEP NOTCH AT EACH END SASH VISIBLE LIGHT HEIGHT L_ rIENT EDGE e ' DISTANCE 1/4" MAX SHIM ' .�� SEE TABLE �J NOTE B, FOR HEADTYPE TYP. ANCHOR TYPE, •' EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. 13 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS m=ma X) OPTIONAL HI -RISE SILL SHOWN. SEE SHEETIDFOR STANDARD SILL. 1/4" MAX. _SHIM NO ANCHORS " REQUIRED IN ° FLANGE OR 5 EQUAL -LEG , FRAME SILLS VERTICAL SECTION B-B INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. - EMBEDMENT SEE NOTE 2, THIS SHEET. � EMBEDMENT 1/4" MAX SHIM 1/4" MAX SHIM 4 SASH VISIBLE 17 LIGHT WIDTH ° EDGE DISTANCE 19 I _ FIXED VISIBLE LIGHT WIDTH 44 TIP TO TIP WIDTH EXTERIOR HORIZONTAL SECTION A -A 114" MAX. SHIM DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 8. INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL Anchor Substrate Min. Edge Distance Mn. Embedment P.T. Southern Pine (SG-0.55) 9116" 1-3/8" #12 Steet, Alurninum, 6063-T5 rnin. 3/8" 0.063" 18-8 or 410 SS Screw A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 min. 3/8" 0.045..(18 Ga) Concrete (min. 3.35 ksi) V 1-3X' 1 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" eF P.T. Southern Pine (SG=0.55) 1" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-3/8" 1/4" Steel Uttracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine (SG=0.55 V 1-3/8" A) MIN. Ut S I HKtAUJ CtTUNU I Kt Mt I AL JUdb I KA I L. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE S. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL: SEE SHEET 9 FOR STANDARD SILL) WIDTH @ SASH & FIXED LITE: TIP TO TIP WIDTH - 5.12" HEIGHT (EQUAL-LITE) TIP TO TIP HEIGHT2 - 3.73" HEIGHT (PROVIEW) @FIXED LITE: TIP TO TIP HEIGHT2+ 3.78" @SASH: TIP TO TIP HEIGHT2. 11.93" HEIGHT (CUSTOM SASH) @FIXED LITE: TIP TO TIP HEIGHT- SASH HEIGHT- 3.55" @SASH: SASH HEIGHT-4.60" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. 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 8. ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED IX INSTALLATIONS. iX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" 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. ci a0 Y v o 0 as �o o W LD 04 w a)op d' Q O rn Z Zm O O v S� WOJ n C)Z n U U o v ON 0/40 n C U) Z LD _z O ® Z O u O F Z W )aa45 rn O = W o K U J Z Q U) Q U_ a;' rosap saua5 \j111IIII7//�� BONY LYNN�� * : No. 58705' OF /ONAL"11111111E�G A. LYNN MILLER, RE P.E.# 58705 INSTALLATION OPTION 1 EDGE ANCHOREDTHROUGH FRAME I FRAME NTO 2X WOOD FRAME OR BUCKST , SEE NOTE 2, THIS SHEET. BUCK HEIGHT �I FIXED VISIBLE LIGHT HEIGHT EXTERIOR a SASH VISIBLE LIGHT HEIGHT I INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. — — — — — — SEE NOTE 2, THIS SHEET. EMBEDMENT _ ♦� EMBEDMENT (I— 1/4" MAX SHIM 114" MAX SHIM —�i �— U EMBED- I ME EDGE I SASH VISIBLE 17 LIGHT WIDTH a EDGE ( DISTANCE DISTANCE 1/4" MAX SHIM 19 _—___L__J FIXED VISIBLE LIGHT WIDTH /�\ 11 I\ •" SEE TABLE • 3 NOTE FOR B, I 18 HEAD TYPE _ I. TYP. ANCHOR TYPE, •J 44 , EMBEDMENTAND ". EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. 31 5 R 56 6 ' TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. 46 13 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS OPTIONAL HI -RISE 42 SILL SHOWN. SEE i"WEEP SHEET 10 FOR NOTCH AT STANDARD SILL. EACH END 1/4" MAX. SHIM NO ANCHORS a REQUIRED IN , FLANGE OR s ,• EQUAL -LEG a FRAME SILLS , VERTICAL SECTION B-B BUCK WIDTH - I TYP. ANCHOR TYPE, EXTERIOR EMBEDMENTAND HORIZONTAL SECTION A -A EDGEDISTANCEPER SUBSTRATE,SEE 15 TABLE 8. 1/4" MAX. SHIM DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 8. EQUAL Ut' I IUIN 4 LEG/BOX ANCHOREDTHROUGH FRAME FRAME INTO METAL SHOWN Anchor Substrate Min. Edge In. Embedment Distance P.T. Southern Pine (SG=0.55) 9/16, 1-3/8" #12 Steel, Alurninum, 6063-T5 min. 3/8" 0.063" 18-8 or 410 SS Screw A36 Steel 318" 0.063" Steel Stud, Gr. 33 rnin. 3/8" 0.045" 18 Ga Concrete (min. 3.35 ksi) 1" 1-3/4" 1!4" 410 SS C" 410ex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" P.T. Southern Pine (SG=0.55) 1" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-3/8" 1/4" Steel Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" UlUacon P.T. Southern Pine (SG=0.55) 1" 1-318" A) MIN. OF 3 THREADS BEYOND THE METAL SUB5TRAI E. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL: SEE SHEET 9 FOR STANDARD SILL) WIDTH @ SASH & FIXED LITE: BUCK WIDTH -4.12" HEIGHT (EQUAL-LITE) BUCK HEIGHT2 - 3.23' HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT/2+4.28" @SASH: BUCK HEIGHT/2 - 11.43" HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT -SASH HEIGHT-2.55" @SASH: SASH HEIGHT - 4.60" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE B. 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 8. ALL WOOD BUCKS LESS THAN 1-12" 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. W z m Y w rco y 0 also O O N z N O c- a Q It cn C z J C)_ Z IL m Z C,c Z O t• = L U_ .J... 7 u n H2 Co ¢ OMt LU r, 0 > T Q Z rn Z = O C CC ® m W P: O C7 Z , loos m X Q Z J O U n J Q ap/1 CY W rosaD Cn s No. 58705 ,o d og .. :�j (� '•.FLORIOP.••'• S G A LYNN MILLER, P.E. P.E.# 58705 27 �0 FIXED VISIBLE LIGHT HEIGHT 14 43 BUCK HEIGHT 63 SASH VISIBLE LIGHT HEIGHT EXTERIOR 16 1„WEEP 42 NOTCH AT EACH END TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE; SEE TABLE 9. (SCREW SHOWN) EDGE EDGE DISTANCE DISTANCE Imo-- EMBEDMENT O EDGE IIrRA DISTANCE 114'MAXSHIM 1/4' MAX SHIMSASH VISIBLE 177 LIGHT WIDTHC� EMBEDMENT 19 L1/4" MAX EMBEDMENT 2 SHIM {� FOXED VISIBLE I LIGHT WIDTH 18 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. n o 44 n n 13 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS M==3 ",/) T\�sSTANDARD SILL SHOWN. SEE PREVIOUS SHEET FOR OPTIONAL HI -RISE SILL, 1 /4" MAX EDGE EMBEDMENT F--- VERTICAL SECTION D-D 1/4" MAX. SHIM "5 R t58 Ll � I \ K W BUCIDTH HORIZONTAL SECTION C-C TYP. N TYPE, ND EDGE EMBEDMEENTT AND DISTANCE PER SUBSTRATE, SEE DADE APPROVED MULLION, FBC TABLE 9. (NAIL SHOWN) — COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES, TABLE 9. #10 OR #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 9. INSTALLATION OPTION 7 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL Anchor Substrate Min. Edge Distance Min. Embedment 2-1/2" x .113" Box Nail P.T. Southern Pine (SG=0.55) 5/16" 2.438 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/B" 2.438 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 #10 Steel Trusshead Screw or #12 Steel, 1" or 410 SS Screw P.T. Southern Pine (SG=0.55) 1/2" 1.375 0.125' Aluminum, 6063-T5 min. 5/16" 0.125 0.050" A36 Steel 5/16" 0.05 0.045" (18 Ga) Steel Stud, Gr. 33 min. 5/16" 1 0.045 A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS 7 OR 8 FOR HI -RISE SILL) WIDTH @ SASH 8 FIXED LITE. BUCK WIDTH -4.12" HEHT (EQUAL-LITE) BUCIGK HEIGHT/2 - 3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT2+4.28" @SASH: BUCK HEIGHTI2-11.43" HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55" @SASH: SASH HEIGHT -4.60" NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 9. FOLLOW EMBEOMENTAND 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. R W 0. > _ w m o rn as 0 0 O aloe ( (.') N � � �� D-' Q O O Z Z 0 J O y Z (moo m E g W O n o c� UUo ~ �N LU �> > F � Z M 0 Z Z 2 U O rn ®W W 1n & C0 X laays H Z Z Q OO Q 0 = LL J Z U LU n J Q��sap U) saua5 r `Qv%Y LYNIy,/,/''� a'��.•'LIGENSF'•%�� �i No.58705 �-)3 $44/ /CNAL rf 111111// A LYNN MILLER, P.E. P.E# 58705 2.848" 2.848" F+- .062" 1.1 2.848" --+� 2.112" 1.489" .062" .062" � .062" .98y7" 1 Oi FLANGE FRAME HEAD 2.798" 2.841" 0622" r� OFLANGE FRAME SILL 170' 2.150" .1zo" 2.211" .062" -4- OINTEGRAL FIN FRAME HEAD 2.798" 3A66" .062"' 1.125" i O EQUAL LEG FRAME HEAD 2.798" 2.341" .062" 1 O EQUAL LEG FRAME SILL l s 1INTEGRAL FIN FRAME SILL 2.273° i 2.772' .062" 1.300" 2.560" 2.72 .062" 4" O FLANGE FRAME JAMB 2.798" 3.508" .Ofi2" r� FLANGE FRAME SILL to HI -RISE 2.273" U (J 2.105" .062" 1.235" .D62" 1.300" �+- "'�I 1.300" �--- t3 SASH TOP RAIL G FIXED MEETING RAIL is SASH BOTTOM RAIL- IB SASH BOTTOM RAIL t7 SASH SIDE RAIL 3.185" .062" 2.724" 1.125" 1- 1- O INTEGRAL FIN FRAME JAMB 2.798" ---I .133" tt INTEGRAL FIN FRAME SILL - HI -RISE SILICONE STRUCTURAL POLYISOBUTYLENE 1/4"NOM. WITH DESICCANT EXT. GLASS INT. GLASS 70 KODISPACE 4SG TIPS 2.060" -� E2.7124" O EQUAL LEG FRAME JAMB 2.798" 3.00B" .062" tx EQUAL LEG FRAME SILL HI -RISE HOT -MELT BUTYL STRUCTURAL 3/16'NOM. SILICONE FOAM WITH DESICCANT EXT. GLASS INT. GLASS 71 SUPER SPACER® NXT " ALUMINUM DESICCANT FILL {� 1,446" REINFORCEMENT POLYISOBUTYLENE M. .B I .040"� I !f 1 I BUTYL 8 SEAL SILICONE S 1,522" _II_ 634" ASS' 617" 496" � SILICONE SEAL ROLL•FORMED L::"A4 pp r � DESICCANT STAINLESS STEEL .813" 802" .802° .802' •••---.8---02••" FOAM •--�-I 11.370' -� EXT. GLASS EXT. GLASS .070" .070" ,045• .050" �'I I INT. GLASS HEAD ANCHOR INT. GLASS to COVER to SASH STOP COVER a IG BEAD z5e IG SNAP BEAD za 5/16" LAMI BEAD z7 7116" LAMI BEAD 72 DURASEAL0 SPACER 73 XL EDGE SPACER LU O (A > U N H aloe O w S O m to z O J O W O = moip H Z 00®� 4 J �N pM0 O Lu Y F V (n Z 0 Z L9 Z Z) IL O o ® N W J a Z Z 7aa45 ¢O j rj) Z 0 O Z U) o H K _ U Q W U) aN!1 'asap saua5 \ttlllll 111///// \. ENV LYNN OCEN No. 58705 SAT OF !V�` 0 RID A LYNN MILLER. P.E P.E.p 58705 TABLE 11 Item PGTPart# Description Material 1 642001 Head, Flange Alum. 6063-T6 2 624017 Head, Integral Fin Alum. 6063-T6 3 624028 Head, Equal -leg Alum. 6063-T6 4 624004 Jamb, Flange Alum. 6063-TB 4A Jamb, Flange (Used ForAltemale Radius Top Head) Alum. 6053-T52 5 624020 Jamb, Integral Fin Alum. 6063-T6 5A Jamb, Integral Fin (Used For Alternate Radius Top Head) Alum. 6053-T52 6 624031 Jamb, Equal -leg Alum. 6063-TB 6A Jamb, Equal -leg (Used For Alternate Radius Top Head) Alum. 6063-T52 7 624002 Sill, Flange Alum. 6063-T6 B 624018 Sill, Integral Fin Alum. 6063-T6 9 624029 Sill, Equal -leg Alum. 6063-T6 10 624003 Sill, Hi -Rise, Flange Alum. 6063-T6 11 1 624019 Sill, Hi -Rise, Integral Fin Alum. 6063-TG 12 624030 Sill, Hi -Rise, Equal -leg Alum. 6063-T6 13 624006 Sash Top Rail Alum. 6005A-T61 14 624005 Fixed Meeting Rail Alum. 6005A-T61 15 624012 Sash Bottom Rail - Hi -Rise Alum. 6063-T6 16 624068 Sash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 6063-T6 18 624051 Head Anchor Cover Alum.6D53-T6 19 624015 Sash Stop Alum.6063-T6 25A 624009 IG Bead Alum.6063-T5 25B 624011 IG Snap Bead Alum. 6063-T5 26 624013 5/16" Lami Beading Alum. 6063-T6 27 624026 7/16" Lami Beading Alum. 6063-T6 30 6TP247 Glazing Bead, Bulb Vinyl for #624023 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #624009 & #624011 Vinyl 32 724046 Sweep Latch (@ Top Rail) Cast Zinc 33 624049 Bottom Latch (@ Sill) Alum. 6063-T6 34 Setting Block (1/8" X 1/2" X4") Neoprene 36A IG Setting Block (1/8" X3/4" X4") Neoprene 35B 724014 IG Snap Selling Block Vinyl 36 724044 Bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 38 724054 Sash Top Rail Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyethylene 40 724057 Head Gasket Polyethylene 41 724063 Meeting Rail Gasket Polyethylene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .270" x .18T', Fin Seal (@ MR) 44 67S16G Weatherstrip, .170" X.270", Fin Seal (@ Sash Side Rail) 45 Weatherstrip, .170" X.18T', Fin Seal (@ Top Sash Rail) 46 varies Balance with Cover & Trim Rigid Vinyl 51 781PSQX #8 X 1" PH SMS (Assembly) Stainless Steel 55 7834AA #8 X314" Ph. PN SMS (Balance) Stainless Steel 63 Alum. Screen with Fiberglass Mesh Varies 70 Kommeding Kodispace 4SG TPS See Sheet 71 - Quanex Super Spacer nXT 10 for 72 - Quanex Duraseal Spacer Materials 73 - Cardinal XL Edge Spacer 74 - Dow 791, 899 or GE 7700 Backbedding Silicone JAMB NOTES: 1) ALL CORNERS TO USE GASKET AND/OR SEALANT. 2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ASSEMBLY DETAILS FOR FI ANGF FRAMFS JAMB INTERIOR TABLE 10: MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS: Material Min. F, Min. F. Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco UltraConO 410 SS Elco CreteFlex® 155 ksi 127.4 ksi 177 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 00 Y W > ro } n > > o ,1ao U) O 0 N z u°•7 Q ❑ Cl)� Z ZtL C3 d i —Wi 00 s� UUd ®� d T ti F-- a aN grn0 Lu Q ZM o U Z Z = J LL O 0 ® O N J Fa- W Cl u CO yaa45 = Z W F Z o a � O Qo o Z O C3 w � otl U Q � m _ to al!!2 'asap s ua5 *: Q No. 58705 rtAT� OF ,S/ONAL E `�. A LYNN MILLER, RE P.E.# 58705