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HomeMy WebLinkAboutNOA 18-0430.06M IAM I-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION on 4 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 eci NOTICE OF ACCEPTANCE (NOA) www.miamidadg.gov/economl PGT Industries, Inc. l rr 1070 Technology Drive North Venice, FL 34275 ti 1 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. 0 APPROVAL DOUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install- (LM)", sheets 1 thtough-ll Df 1.1, 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 Countyproduct 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 M F-AU DE COUNTY Expiration Date: August 23, 2023 g11 <O��S 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 201=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 04 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 reTPT Product Contr Exa finer NOA No. -0 30.06 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 6th 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, P.E G. OTHERS 1. None. E-2 Manuel Raner .E. Product Control NOA No. 1.06 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. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE - WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4' MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCTIS 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 33-1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE -AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7835.1 & 18-7835.2; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSYAF&PA NDS &ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL FIGURE A: ALLOWABLE SASH CONFIGURATIONS AND SHAPES -+� WIDTH WIDTH I I T F- S WIDTH {F f S2 S2 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 BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWING SHEETS. A17-13/16" MAX. O.C/,' ... 16.3I8'MAX._ DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, SEE SHEETS 2-5 LARGE & SMALL MISSILE IMPACT RESISTANT 17-3/4" MAX. 17-3/4" 52-118" MAX. BUCK WIDTH (17-1/4"BUCK) MAX. 9-12"MAX. J B, SEE _ O.C. I (9" MAX. BUCK) D, SEE - I � 5" MAX. O.C. SHEETS 8 & 9 SHEET 10 A SEE C, SEE �I SHEETS a&9� SHEET 10 I EQUALLY SPACED ANCHORB PER TABLES 6 8 7 I i/ 17-3116" MAX. O.C. I ,/ O I j B4° —II-- MAX. TIP 12-1/15"MAX.O.C. TO TIP EQUALLY SPACED x i I / HEIGHT ANCHORS PER I 13-5/16" MAX. O.C. TABLES 6 & 7 t 5" MAX. 9-'MAX. I —�-- -� O.C. I / (9" MAX. BUCK) iL i NOANCHORSATSILL -� B 53-118" MAX. TIP TO TIP WIDTH- f - V WEEP NOTCH AT EACH END ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION TABLE 1: ALLOWABLE GLASS TYPES Glass Type Description (Listed from Exterior to Interior) DP Table # 1 1/B"AN, .090" PVB, 1/8" AN 2 2 13116" LIG: 1/13" AN CAP, AIRSPACE, 1/8" AN, .09(Y' PVB, 118" AN 2 3 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .D9D" PVB, 1/8" AN 3 4 1/6" HS, .090" PVB, 1/8" HS 4 5 3/16" AN, .090" PVB, 3/16" AN 4 6 13f16" LIG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .090' PVB, 1/8" AN 4 7 13/16" UG: 3/16" TP CAP, AIRSPACE, 1/8" AN, .090" PVB,. UW AN 4 8 3/16" AN, .DW" SG, 3/16" AN - 5 9 3116" HS, .090" SG, 3/16" HS 5 10 13/16" LIG: 1/8' AN CAP, AIRSPACE, 1/8" HS, .090' SG, 1/8" HS 5 11 13116" LIG. 1/8' AN CAP, AIRSPACE, 3f16" AN, .DSO" SG, 3/16" AN 5 12 13116" LIG: 1/8' TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 13 13/16' LIG: 1/8' TP CAP, AIRSPACE, 3116" AN, .090" SG, 3/16" AN 5 14 13116" LIG: 3/16' AN CAP, AIRSPACE, 1/8" HS, .090' SG, 1/8" HS 5 15 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASTM E130M9 •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION eALUMINUM DESIGN MANUAL, ADM-2015 •AISI SIOO-12 •AISC 360-10 4-11116" MAX. sx, MAX. BUCK HEIGHT 4-11/16° MAX. ----i I"--,__1' WEEP NOTCH AT EACH END ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL-LITE CONFIGURATION USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE7, 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 LEGBOX). SG-- KURARAY SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. PVB = KURARAY TROSIFOLP PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED GENERAL NOTES ................................................. 1 ELEVATIONS......................................................... 1 DESIGN PRESSURES f GLAZING DETAILS........ 2-4 .ANCHOR QUANTITIES .......................................... 5-6 INSTALLATION, FLANGE......................................7 INSTALLATION, EQUAL LEG.................................5 INSTALLATION, INTEGRAL FIN ............................ 9 EXTRUSION PROFILES ......................................... 10 ASSEMBLY & PARTS LIST .................................... 11 C Y W _ � w o � •"aa o a o alnp co LD N z � � O R O m �¢ Z Z Z LL com s r- M L 6 E uao�p WO F- W � 2 a J pxa Q �2 � o U Z O Q _ (7 :3 x W O ® W =a a U CO 1aa49 Z O O y Z o Q W W O r x JZ W O <n aq1 'asap saua5 ``�111YILYN i LICENSE'•%(n i * ; No. 58705 1 *_ 5 OF A LYNN MILLER, P.E. P.E958705 ' TABLE 2: BottoIS- Sn Description for Given Range Sash Height Range (in) Design Pressure (1bsffe) for Glass Types 1 & 2 Tip to Tip Width 18' 25" 33' 3T 41' 45° 49" 53.1/8' 24' Equal -file 12464 +65.D -60.0 +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 -80.0 Equal-lite 15.964 +65.0 -80.0 -65.0 -80.0 +65.0 -60.0 +65.0 -60.0 +65.0 -80.0 +66.0 -80.0 -65.0 -80.0 +65.0 40.0' 31" Standard PmJew 12.994-15.963 +65.0 .80.0 +65.0 -80.0 +65.0 .80.0 +65.0 .80.0 +65.0 .80.0 +6To 80.6 +65.0 -80.0 +65.0 -8D.0- Shortest 12464 -12993 +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: 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 Standard Purview 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.D -80.0 +65.0 -80.0 38-3I8' Custom Size 15.131-15.943 +65.0 -80.0 -65.0 -80.0 +65.0 .60.0 +65.0 .80.0 +65.0 -80.0 +65A -80.0 +65.0 -80.0 +65.0 -80.0 , Custom Size 14.131-15.130 -65.0 -MO +65.0 •80.0 +65.0 .80.0 +65.0 -W.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.D -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.D -80.0 +65.0. -80.0. Equal-lite 22964 +65.0 -MO +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -B0.0 +65.0 -80.0 +65.0 .80.0 +65.0 410.0 Custom Size 20.131 - 22963 +65.0 -80.0 +6&0 410.0 +65.0 -80.0 +65.0 -80.0 +66.0 .80.0 +65.0 -80.0 +65.0 - 00.0 +65.0 -80.0 Standard Pnsiew 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 -60.0 49' Custom Size 16.131-18,593 +65.0 -80.0 +65.0 -80.0 +65.0 -80.D +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +6&0 �90.0 +65.0 180.0 Cuslem Size 15.131-16.130 +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 '430:0 +65.0 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.D -80.0 +65.0 .80.0 Shortest 12464-14.130 +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 -80.0. Equal-lite 24.964 +65.0 1 -80.0 1 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -90.0 +65.0 -80.0 Custom Size 22.131-24.963 +65.0 -80.0 +65.0 -90.0 +65.0 .80.0 +65.0 1 .80.0 +65.0 1 -80.0 +65.0 -K0 -65.0 .80.0 +65.0 -80.0 Standard P-iew 20.194 - 22.130 +65.0 -W.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -00.0 *65.0 410.0 +65.0 �0.0 49" Custom Size 18.131-20.193 +65.D -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 -80.0 Custom Size 18.131 - 18.130 +65.0 410.0 +65.0 -W.0 +65.0 -80.0 +65.0 -W.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 -W.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 c Shortest 12464-14.130 +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 1 -8D.0 +65.0 -75.1 °i Equalaite 25.777 -65.0 -W.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 +65.0 -80.0 n Custom Size 24.131-25.776 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 410.0 +65.0 410.0 +65.0 410.0 ~ 0 Standard Purview 20.844-24.130 +65.0 1 -80.0 1 +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 -80.0 F 50.5/8" Custom Size 20.131- 20.843 +'S.0 -80A +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 Sae 10.131 - 20.1311 +65.0 -80.0 +65.0 -W.0 +65.0 -8D.0 +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 410.0 Custom Size 16.131 - 18.130 +65.0 -80.0 +65.0 -W.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 -65.0 -77.6 Custom Size 14.131-16.130 +65.0 -80.0 +65.0 •80.0 +65.0 .80.0 +65.0 -80.0 +65.0 BD.D +65.0 -80.0 -65.0 .80.0 -0.0 -75.1 Shortest 12.464-14.130 +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 -73.9 Equal�ite 31.964 +65.0 -80.0 +65.0 A0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.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 -8D.0 +65.0 AD.D +65.0 -B0.0 +65.0 -77.6 Standard Preview 25.794-28.130 +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 .73.9 Custom Size 24.131-25.793 +65.0 -80.0 +65.0 -90.0 +65.0 -60.0 +65.0 .80.0 +65.0 -80.0 +65.0 A0.0 +65.0 .80.0 +65.0 -72.7 63' Custom Size 22131 - 24.130 +65.0 -80.0 +65.0 A0.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +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 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .77.1 , +65.0 -6 .A Custom Size 18.131- 20.130 +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 .75.4 +65.0 .65.5 Custon Size 1&131 -18A30 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 .80.0 +65.0 .80.0 +65.0N77 +65.0 -73.8 +64.7 {W.7 Shortest 13.194•- 16.130 +65.0 -80.0 +65.0 410.0 +65.0 .80.0 +65.0 .80.0 +65.0 -75.9 +65.0 +65.0 .68.2 +62.3 -6Z3 Equal4lte 38.464 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 +65.0 -90.0 +65.0 Custom Size 36.131- 38.463 +65.0 .80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -W.0 +65.0 .80.0 +65.0 +610 .79.8 +65.0 .71.6 Custom Size 34.131-36.130 +65.0 .80.0 +6&0 .80.0 +65.0 .80.0 +65.0 -80.0 +65.0 EO.D +65.0 +65.0 -T7.9 +65.0 -69.4 76" Standard PrWew 30.994 - 34.130 +65.0 -80.0 +65.0 -80.0 +65.0 aao +65.0 -eo.o +65.0 -80.0 +65.0 +65.0 -75.4 +65.0 -66.5 Custom Size 30.131- 30.993 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 +65.0 -74.6 +65.0 -65.6 Custom Size 28.131 - 30.130 +65.0 4i0.0 +65.0 .80.0 +65.0 -0O.D +65.0 -80.0 +65.0 .79.1 +65.0 +65.0 .71.9 +63.8 763.8 Shortest 26.194•-28.130 +65.0 �0.0 I. +65.0 $0.0 +65.0 -'0.0 +65.0 -80.0 +65.0 .75.9 +65.0 .71.8 +65.0 £8.2 +623 .623 Equal-lite 42464 +65.0 +65.0 -80.0 +65.0 -80.0 +65.0 -B0.0 +65.0 -00.0 +65.0 -80.0 +65.0 -77.9 -65.0 4i9.4 84• Custom Size 3&131-42463 +65.0 -80.0 +65.0 -W.0 +65.0 .80.0 +65.6 430.0 +6&D $0.0 +65.0 -789 +65.0 .74.6 +65.0 .65.6 Standard Purview 34.194'-38.130 +65.0 -W.0 +65.0 -80.0 -65.0 -80.0 +65.0 .80.0 +65.0 .75.9 *65.0 -71.8 +65.0 -6&2 +623 -SZ3 • 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 -I GLASS STACK .090" PVB 1/8" AN GLASS 26 30 1/8" AN GLASS 12" NOM. EXTERIOR GLASS BITE a GLASS TYPE 1 GLASS STACK GLASS 090" PVB AIRSPACE 1/8"AN GLASS 1/8"AN GLASS GLASS TYPE 2 W ? w o (ry 0 •sa8 C) o o to aje0 N Do % n w Q O m �e Z Z Z J O Z IL LU cD O = LL o c� U U d o� v 4 F W ¢ ,oD eN 0M0 S2 Q Z U Z _ 0 � a o = o N ® LU J a (.7 Z IaagS Q O J O I1OC� U J D- fn Q O ag11 nsa0 saua5 2) FOR SIZES NOT SHOWN, ROUNDSHOWN. UP INTEGRALFOR THE NEXTFIN A D EQE SIZE. UAL -LEG WINDOWS, SUBTRACT 1- FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. . �' U I 11111Gv AN=ANNEALED 7j AL 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 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 p,E.a MILLER. Bottom Sash Description for Gi:en Range Sash Height Range (in) Design Pressure (Ibs/fl') for Glass Type 3 Tip to Tip Width 18' 25' 33' 3r 41" 45' 1 49' 53-1/6' 24' Equal -rite 12464 +65.0 .80.0 -65.0 -800 +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-Ilte 15.964 +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 31' Standard Praiew 12.994-15.963 +65.0 .80.0 -65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 *61.0 -10.0 +65.0 -81.0 Shortest 12-464-12993 +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 EqualJile 19.652 +65.0 -8p.0 -65.0 40.0 +65,0 -80.0 +65.0 -80.0 -65.0 .80.0 +65.0 -W.0 -65.0 -80.0 +65.0 .80.0 Standard Pmdew 15.944.19.651 +65.0 •60.0 +65.0 -80.0 +65.0 -00.0 *65.0 80.0 +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 +61.0 -10.0 3Ba18' Cuslan Size 15.131-15.943 +65.0 -80.0 +65.0 -BOA +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -BOA +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 -8LO 465.0 -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 Equal4ite 22964 +65.0 •80.0 +65.0 -60.0 +65.0 -8D.0 +65.0 -8LO +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +fi5.0 -11.0 Custom Size 20.131-22963 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 41p.0 +65.0 -80.0 -65.0 -80.0 +65.0 -80.0 +65.0 -80.0. Standard Prodew 18.5W4 20.130 +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 45' Custom Size 16.131-18.593 +65.0 Ao.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6&0 -00 +65.0 -80.0 +66.0 -80.0 +65.0 .80.0 Custom Size 15.131-16.130 +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 14A31-15.130 -65.0 •80.0 +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 -80.0 Shortest 12464-14.130 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80A -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 �0.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 -65.0 -80.0 +65.0 -80.0 Custom Size 22131-24.963 +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 Standard Protiew 20.194-22130 +65.0 410.0 +65.0 -80.0 +65.0 $0.0 +65.0 A0.0 +65.0 �0.0 +65.0 -80.0 +65.0 -80.0 +65.011.0 49' Custom Size 13.131-20.193 +65.0 A0.0 +65.D -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 1 -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 -810 +65.0 .80.0 +65.0 .80.0 +65.0 40.0 1 -65.0 1 -80.0 +65.0 -130.0 Custom Size 14.131-16.13D -65.0 -80.0 -65.0 -W.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 Shortest 12464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 1 -8D.0 +65.0 .80.0 +65.0 -60.0 -65.0 -80.0 +65.0 -80.0 +65.0 .80.0 Equal4ite 25.777 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65A -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +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 -8D.0 +65.0 -80.0 +65.0 -80.0 e Standard Preview 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 -8D.0 +65.0 -SD.O +65.0 -80.0 Custom Size 20.131-20.843 +6&0 -80.0 -65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +r5.0 -BD.O +65.1 -W-0 +65.0 •191 12 �B• 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 1 +65.0 1 -80.0 +65.0 -80.0 +66.0 -80.0 +65.0 •80.0 Custom Stze 14.131-16.130 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65,D -80.0 +65.0 -80.0 +65.0 -80.0 Shortest 12464-14.130 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 +650 .80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -81 +65.0 -M0 Equal-ite 31.964 -65.0 .80.0 +65.0 47D.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 28.131- 31.953 +65.0 .80.0 +65.0 -8D.0 +65.0 -80.0 +55.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65-.0 •80.0 Standard PrcrJw 25.794 - 28.13D 465.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -BO.O +65.0 -80.0 +65.0 A0.0 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.o -80.0 +65.0 -80.0 +65.0 -80.0 ST Custom Size 22.131 - 24.130 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65•1) .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 20,131-22130 +65.0 -80.0 +65.0 -80.0 +MO -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +66.0 -78.0• Custom Size 18.131 - 20.130 -65.0 -80.0 +65.0 -80.0 +65.0 -50.0 +65.0 -50.0 1 +65.0 1 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 Custom Size 16.131-18.130 -65.0 .80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -8D.0 1 +65.0 -80.0 +65.0 -8D.0 +65.0 -733 Shortest 13.194' - 16.130 +65.0 •80.0 +65.0 •80.0 +65.0 410.0 +65.0 -80.0 +65.0 -80.0 *65,0 -80.0 +65.0 -77.7 +65.0 -71.0 Equal-lite 38.464 +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 Custom Size 36.131 - 38.463 +65.0 -80.0 +65.0 -W.0 +65.0 .80.0 +55.0 -80.0 +65.0 -W.0 +65.0 -60.0 -65.0 -80.0 165.0 -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 Prmeew 30.994-34.131 +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 +65.0' .75.8 Custom Size 30.131-30.993 -65.0 -80.0 +65,0 .80.0 1 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0, -80.0 +65.0 -80.0 +65.0 .74.8' Custom Size 28.131-30.13D +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.D -727 Shortest 26.194- - 28.130 +65.0 -80.0 +65A -8D.O +65.0 -80.0 +65.0 -80.0 *65.0 -00.0 +65.0 •80.0 +65.0 -77.7 -65.0 -71.0 EquaN4e 42484 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 -55.0 .80.0 +65.0 �0.0 +65.0 -80.0 +65.0 -80.0 +66.0-79A' 84' Gaston Size 311131 -42463 +65.0 .80.0 +65.0 Ap.O +65.0 1 -80.0 -65.0 1 •80.0 1 +65.0 410.0 +65.0 -80.0 +66.0 -80.0 IN �65.0 -74.6 Standard Praiew 34.194• - 38.130 +65.0 •80.0 +65.0 -80.0 4,65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 •80.0 +65.0 +65 O -71.0 " •MINIMUM SASH HEIGHTFOR 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.BO6 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. J 13/76' NOM. GLASS STACK 090" PVB AIRSPACE 1/8'TP GLASS 1/8'AN GLASS kRIM III) .00 GLASS TYPE 3 AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED W i ca 2 7 w o 0 m 4 3 CO +: } ^ aloO 0 L9 N z m X L M F wm rA 2 D-,o �H Z C Z LL tip m i ^� , C x U spa U U o o� Mea LU GO W �6 Q u 9N Or > Z m c0i Z 0 7 C = r ® m J a (7 U) loot a n W O Z) J C Z ca w F- 3 U J d U Q ❑ aN.l •asa0 sot `��'��.•' LICENSE'' ���� �: No.5870/I5 *� O// i ST TE OF✓ • ((7Z S70NAL 1\,G �. IIIIII A LYNN MILLER, P.E. P.ER 58705 Design Pressure (16sKe) for Glass Types 4-7 Bottom Sash lksori an le, �� Range Sash Hight � Om) Tip To Tip 8r 53-1-116" 24• EquaNile 12-464 +85.0 -see Equal -Tile 15.964 -65.0 -80.0 3V Standard Preview 12.994-15.963 +65.0 -80.0 StaRest 12.464-1ZB93 -65.0 -80.0 Eq.14ite 19.652 +65.0 -80.0 Standard Preview 15.944-19.651 +65.0 •80.0 3831W Custom Sae 15.131 - 15.943 +65.0 -80.0 Custom Size 14.131 - 15.130 +65.0 .60.0 Shortest 1 12.464-14.130 +65.0 .80.0 EquaNite 22.964 +65.0 -see Custom Size 20.131 -22963 +65.0 -60.0 Standard PnWew 18.594-20.130 +65.0 -80.0 45" Custom Size 16.131-18.593 +65.0 1 -80.0 Custom Sae 15.131-16.130 +65.0 -80.0 Custom Size 14.131-15.130 +65.0 -80.0 Shortest 12.464. 14.130 +85.0 .80.0 Equal4de 24.964 +65.0 0.0.0 Custom Size 22131-24.963 +65.0 -80.0 Standard Preview 20.194 - 22.130 +65.0 -80.0 49' Custom Size 18.131 - 20.193 +65.0 -80.0 Custom Sae 18.131 -18A30 +65.0 4L0.0 Custom Size 14.131 - 16.130 +6SO -80.0 Shortest 12464-14.130 +85.0 -80.0 o Equal-18e 25.T77 +65.0 -80.0 = Custom Sae 24.131-25.776 +65.0 -Me F Standard PrWew 20.844-24A30 +61.0 -800 F 50.5/8. Custom Size 20.131 - 20.843 +65.0 •80.0 Custom Sae 18.131-20.130 -65.0 -80.0 Custom Size 16.131-18.130 -65.0 -80.0 Custom Sae 14.131-16.130 +85.0 -80.0 Shortest IZ464-14.130 +65.0 -80.0 Equal-Iite 31.964 +65.0 -80.0 Custom Sae 28.131-31.963 +65.0 -80.0 Standard Prodew 25.794-28.130 +65.0 -80.0 Custom Size 24.131-25.793 +65.0 .80.0 63' Custom Sae 22.131-24.130 -65.0 -80.0 Custom Sae 20.131 -22130 +65.0 -8D.D Custom Size 18.131-20.130 +65.0 -80.0 Custom Sae 16.131-18.130 +65.0 .80.0 Shortest 13.194'-16.130 +65.0 .80.13 Egwl4ile 38.464 -+660 .80.0 Custom Sae 36.131 -3fl463 +8&0 -80.0 Custom Sae 34,131-X130 +65.0 •80.0 70' Standard PrWew 30.994 - 34.130 465.0 -8O.l1 Custom Sae 30.131-30.993 +65.0 -80.0 Custom Size 28A31-30.130 +65.0 -80.0 Shortest 26.194--28.130 +65.0 -80.0 Egw"te 42.464 1+65.0 1 •80.0 84' Custom Size 38.131 -42463 1 +65.0 1 .80.0 Standard PrWew 34.19V - 38.1301+65.0 1 .60.0 5116"NOM. GLASS STACK 118' HS GLASS .090' PVB 30 1GLASS 26 IW NOM. EXTERIOR GLASS BITE 14 34 GLASS TYPE 4 7/16" NOM. GLASS STACK 3/16"AN GLASS .090° PVB 30 311�GLASS 27 12'NOM. EXTERrO, GLASS BITE a 76 34 GLASS TYPE5 13116"NOM. GLASS STACK o90• PVB AIRSPACE 3/16* AN GLA IIW AN GLASS 31 74 ®OR 12" NOM. EXTERIOR Ar GLASSBITE a 70.73 ®OR 5 GLASS TYPE 6 �- BIAS'NOM. GLASS STACK AIRSPACE .09o' PVB 3/1 W TP GLASS 31 1/B' AN GLASS ®°R 74 12'NOM. EXTERIOR GLASSBITE a s®oR 5 70.73 GIASS TYPE 7 Design Pressure for Glass Ty es8-15 Bell= Sash Oesoripuon for GI1en Range Sash Range(n). Tip To Tip ' Width 53-1/9' 24' Eq.I4,Ie 12.464 • +80.0 -110.0 31" EgmWite Standard Prodew 15.964 12.994-15.963 -80.0 +80.0 -110.0 -110.0 Shortest 12.464 -12993 +80.0 -110.0 EquaNile Standard Prodew 19.652 15.944-19.651 +80.0 +80.0 -110.0 -110.0 38-31VI Custom Size 1 15.131-15.943 +80.0 -110.0 Custom Size 1 14.131-15.130 +80.0 .110.0 Shortest 12464-14.130 +BOO -110.0 Equal4ite 22.964 +80.0 -110.0 Custom Size Standard Proli- 20.131=22.963 18.594-20.130 +80.0 '+80.0 -110.0 -110.0 45' Custom Size 16.131=18.593 � 80.0 .110.0 Custom Size 15.131-16.130 ,+80.0 -110.0 Custom Size 14.131 - 15.130 '+80,0 Aloe Shortest 12464-14.130 `+90.0 -110.0 24,964 .+80.0 .110.0 m Size d Prodew •22131-24.963 20.194-22130 +80.0 v80.0 -110.0 -110.0 4Wm Size 48.131 -20.193 +80.0 -110.0 tEqt,aNile Sae11131-18.130 +80.0 '10.0Size 14.131 1fl 130 tSO.0 -110.0 test IZ484-14.130 +80.0-110.0 aHits 25.777- 480.0 -110.0 o om Size Standard Preview 24.131-25.776 20:844-24.130 +80.0 ,+80.0 -110.0 -110.0 F50.5,8• Custom Size 20.131-20.843 +80.0 -110.0 custom Size 18.131-20.130 .+BD.O -110.0 Custom Sae 18.131 = 18.130 +80.0 -110.0 Custom Sae 14.131 - 16.130 +80.0 -110.0 Shortest 12.. -14.130 +80.0 -110.0 Equal-lile 31.964 +80.0 -110.0 Custom Sae Standard Pmew 28.131-31.963 25.794-28.130 +S0.0 480.0 -110.0 -110.0 Custom Sae 24.131 - 26.793 .+B0.0 -110.0 63" Custom Size 2Z131-24.130 +80.0 -110.0 Custom Sae 2D.131 -22-130 +B0.0 .110.0 Custom Size 18.131-20.130 +80.0 .110.0 Custom Sae 16.131-18.130 +BO.0 -110.0 Shortest 13.194•- 16.130 +80.0 .110.0 Equa1411e 38.464 +S0.0 -110.0 Custom Sae 36A31-38.463 +80.0 -110.0 76' Custom Size Standard Pr (e 34.131 -36.130 30.994 - 34.130 +80.0 +SO.O -110.0 -110.0 Custom Size 30.131-30.993 +80.0 -110.0 Custom Sae 28.131-30.130-170.0 Shortest 28.194'-2&�130 -'+80.0 -110.0 EquaNila 424A ,tso.0 A10.0 84• Custom Size 38.131 -42463 .+80.0 -110.0 Standard Prodew 34.1a 38.130 ,+80.0 -110.0 .090' SG 3/16' AN GLASS *30111.6'.,AGILASS . EXTETE 34 .090' SG 3116" HS GLASS ]0 3/16' H GLASS 26 12" NOM. EXTERIOR GLASS BITE a 74 34 GLASS TYPE 9 �F 13116"NOM. 13/16' NOM GLAS. GLASS STACK GLASS STACK .090" SG .090' SG AIRSPACE AIRSPACE 118• AN GLASS­1/8" A 118" HS GLASS N GLASS 3116' AN GLASS 31 74 31 74 ®OR 5 12'NOM. ®OR 5 12"NOM. EXTERIOR GLASS BITE EXTERIOR GLASS BITE a a ®OR 5 70.7J ®OR 5 70.73 GLASS TYPE 10 GLASS TYPE 11 BIAS• NOM. BIAS• NOM. TI GLASS STACK GLASS STACK .090' SG .090' SG AIRSPACE AIRSPACE IIW TP GLASS 1/B• HS GLASS I V TP GLASS 3116' AN GLASS 31 74 31 74 ®OR IW NOM. &R 5 NOM.EXTERIOR GLASS BITE EXTERIOR ASS BITE ®OR 5 70.73®OR 70.73GLASS TYPE 12 GLA:kl/r S TYPE 13 L _ 13/16' NOM. 13116' NOM. I GLASS STACK GLASS STACK .OgO" SG .090' SG AIRSPACE AIRSPACE 1/i6' AN GLASS--'. 118' HS GLASS 3/16' TP GLASS 1/8' HS GLASS 31 74 31 Klr2' ®OR 12' NOM. tR 5 EXTERIOR GLASS BITE EXTERIOR E a aE�5 70.73 ®OR 5 GLASS TYPE 14 GLASS TYPE 15 • 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 W[IHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED W i d>3 O o U) C9 N z w aJeO W O m rn Z p -1 Z o S W � CD- xL UUoLU ®� v u MBa r W oo < OMO c,, o o S 2i cp U) Z r O x a on ® m J u O T 7F Z [n 1aa45 U = W Z In CDt- I" U Q 0- U) aN1 '�saO saua5 pN`. LYNNM� �.sa�.•1}GENgF''•�C�� * : No.58705 = , 0 SS ATEE T - 7j//1111111111 A LYNN MILLER, P.E. P.E.068705 TABLE 6: Anchor Quantities Required for "Through -Frame" Installation usinq Glass Typ¢s 1-7 Tip to Lp Width 19" 25' 33' 3T 41' 4S 49" 53-118" Jamb E b ¢ m Jamb = ob ¢ m _ m Jamb °�i �^ $ Q m Jamb o: ¢ E ¢ & Jamb z p1 _ ¢ ¢ ` y _ m Jamb o: rc d ¢ m Jamb rc o: ;, ¢ m Jamb z z b < m 1a Bottom Sash Doscplbn for GivenriRange Sash Height Range Im) 24" Equal -lit. 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 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 31" Standard P..4- 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 Shortest 12464 - 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 Eq-Wit. 19452 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 rni Standard Prex 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 38319" 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 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 12464.14.130 2 2 1 2 21 1 2 2 1 2 2 2 2 21 2 2 1 2 2 2 2 2121 2 2 Equal•lite 22964 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 Standard Prmiew 1a594-20.130 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 Custom Size f 5.131-16.130 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 Equal -life 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 Custom Size 22131-24.953 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard PrWew 20.194 - 22130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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 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 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 .- Shortest 12464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 y Equal-lits 25.7TT 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 s Custom Size 24.131 - 25.775 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 c .,an.. Prrntew 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 J 5056' 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 F Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 213 2 2 3 2 2 3 2 2 3 2 2 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 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 Shortest 12484-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Equal -lice 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 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 Standard ProNew 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 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 63" Custom Size 22131 - 24.130 3 1 2 1 1 3 2 1 3 2 7 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 20.131 - 22130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 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 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 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 EquaHite 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size 36.131-38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size 34A31 -36A30 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 76' Standard Prof w 30.994 - 34.130 3 3 1 3 3 1 1 3 3 1 3 3 2 3 3 2 3 3 1 2 3 3 2 3 3 2 Custom Size 30.131-3D.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size 28.131-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Shortest 26.1W-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 Equel4ite 42.464 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 84' Custom Size 38.131 •42463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 Standard ProHew 34.194* - 38.1301 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 • 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" UG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 13116" UG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .OW PVB, 1/B" AN 4 1/8" HS, -090" PVB, 1/8" HS 5 3/16" AN, .090" PVB, 3/16" AN 6 13/16" UG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 7 13116" UG: 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, ROUNDUP 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. W z ro Y > w o aea O o OO CO �a 0 p v �� a� Z Z Q J O h LL O' Z U U d 0, �o Z rn O Z - (D W J m F _ r- U. O _ U) ® m W (7 I- ZZ IaagS = Z N t, O Z w 0 O O a Z � O Z JU Z UJ Q alJl 'osaG sa;iaS `1111111111////J' \` 0 LYNA/ * No. 58705 = Q� 7_ Q 1OF SQL . A7 OR q/O/ NALIE�C`�• A LYNN MILLER, P. P.E.n 58705 Anchor Quantities Required for "Through -Frame" Installation usinq Glass Types B-15 Tp to Tp Width 16" 257' 33' 37' 1 41- 43' 49• 53-1/e' Jamb g 8 ¢ m Jamb E ' 33 m Jamb '¢ aa m Jamb f ;2m Jamb E ¢ 2` m & m Jamb K C P E a ¢ to Jamb K 2F K d Jamb K 2 ` " ¢ m Bottom Sash Description for Given Range Bash Height Rene (n) 24" Equalaite 12.464 1 21 1 1 1 21 1 1 21 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 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 31• Standard P-iew 12994 -15. 663 2 211 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 Shortest 12484-12993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Equalaite 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 Standard PvvNim 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 38-3/6' Custom Size 15.131 - 16.943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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 12464 - 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 Equal-lite 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 21 2 2 3 2 2 3 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 3 2 2 3 2 Standard Praim 18.594. 20.130 2 21 1 2 21 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 4V 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 Custom Size 15.131 - 16.130 2 2 1 2 2 1 21 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Custom Size 14.137 - 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 12464-14.130 3 2 1 3 2 1 3 1 2 1 3 2 2 3 1 2 2 3 2 2 3 2 2 3 2 3 Equal-lile 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 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 Standard PrW" 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 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 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 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 E Shortest 12484-14.130 7 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 °-' Equal -lice 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 n 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 Standard Provlew 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 r 506/e' 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 F 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 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 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 Shonest 12464 - 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 Equalaite 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 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 Standard P-im 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 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 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 Custom Size 20.131 •22130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 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 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 3 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 Equalaite 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 Custom Size 36.131 - 38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 1 31 2 3 1 41 2 3 4 3 3 4 3 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 Prodew 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 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 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 Eq.Wile 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 B4' Custom Size 38.131 •42463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 4 4 3 4 5 3 Standard PmNew 34.194' - 38. 130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 4 2 4 4 3 4 4 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-46.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT-49.805 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) 8 3/16" AN, .09(Y" SG, 3/16" AN 9 3116" HS, .090" SG, 3/16" HS 10 13/16" LIG: 118" AN CAP, AIRSPACE, 1/8" HS, .09(Y" SG, 1/9' HS 11 13116" LIG: 1/8" AN CAP, AIRSPACE, 3116" AN, .090" SG, 3/16" AN 12 13116' LIG: 118" TP CAP, AIRSPACE, 118" HS, .090" SG, 1/8" HS 13 113/16" LIG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 14 13/1S" LIG: 3116" AN CAP , AIRSPACE, 1/8" HS, .090' SG, 1/8" HS 15 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" HS, .090" 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 LU z � m O rY � •.ay ti o O to n aioa z C7 NV z m 0_ a0 a In Z Z O J O Z (Op c _ ' O O =L U Uto v n ~ 4 ¢ u ' oN Okla lL t�0 Or > a O Z O U f13 Z (� 5 W m CD F LL !L O 2 to ® a J 0 Z Z 1aa45 U) j < u. O Z 0= U o o = n O J U Z = 1n Q Q all!1 'osaa saua5 A1 LYNAf 1///. * ; No.58705 •� •, 4tj F S10NAL E? A LYfl way P.E. P.Et/58705 INSTALLATION OPTION 1 ANCHOREDTHROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. TIP TO TIP HEIGHT I FIXED VISIBLE LIGHT HEIGHT I EXTERIOR a 1" WEEP NOTCH AT EACH END NO ANCHORS REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS SASH VISIBLE LIGHT HEIGHT rD- TTzl EDGE DISTANCE SHIM 1— _—J___J FIXED VISIBLE 1 SEE TABLE ".. LIGHT WIDTH NOTE B, FOR HEAD TYPE TYP. ANCHOR TYPE, N� EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE B. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. 46 13 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS TCpIC0.• - OPTIONAL HI -RISE SILL SHOWN. SEE SHEET10FOR STANDARD SILL. 1/4" MAX. SHIM VERTICAL SECTION B-B INSTALLATION OPTION 2 ANCHORED THROUGH FRAME . DIRECTLY INTO CONCRETEICMU. EMBEDMENT .. . �--• 114' MAX SHIM INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL Anchor Substrate Min, Edge Min. Embedment Distance P.T. Southern Pine (SG=0.55) 9/16" 1-318" #128-8 Steel, Aluminum, 6063-T5 min. 318" 0.063" 18-8 or 410 SS Screw A36 Steel 318" 0.063" Steel Stud, Gr. 33 r1in. 318" 0.045" (18 Ga Concrete (min. 3.35 ksi) V 1-3/4" 1 Cr teF/4"410 SS CreteFlex Ungrouted CMU, (ASTM C-9O) 2-1/2" 1-1/4" P.T. Southern Pine SG=0.55) V 1-318" Concrete (min. 2.85 ksl) 1" 1-318" 1/4" Steel 111tracon Ungrouted CMU, (ASTM C-90) 2-112" 1-114" P.T. Southern Pine SG=0.55) 1" 1-318" A) MIN. OF 41 HKt:AUJ ULTUNU I f1CMt 1 ALJUdb I KAIt. 8) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANIHEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C)'UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM --�{ I-�--• SASH VISIBLE 17 I LIGHT WIDTH 31 R 58 TIP TO TIP WIDTH EXTERIOR HORIZONTAL SECTION A -A V - -+{ � 1/4' MAX. SHIM , • - 55 I DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMBTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 8. ` NOTES EMBEDMENT • " �E DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL: SEE SHEET 9 FOR STANDARD SILL) WIDTH @ SASH 8 FIXED LITE: TIP TO TIP WIDTH - 5.12" HEIGHT (EQUAL-LITE) TIP TO TIP HEIGHT2 - 3.73" HEIGHT (PROVIEW) @FOXED 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 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 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER. IX 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 � N > w o � •.ay a o ca �w v ala° O D' Q c� �w z O ZLL C3 m s 'o W r c� U U d ®� d ,rG ~ W , ¢ aN 9Mo Q Z 0- z 0 = O r` m ® rn J Z O u (7 F- Z W 11142 o m o Z w W o r U 3 C9 z g r- = rn LL aR!1 '�sa0 saua5 \\``1Xtnllrrr4 � c NSF!! * No.58700.5 I/NAL1E�.�. A. LYNN MILLER. RE P.E.# 58705 INSTALLATION DETAILS FOR EQUAL -LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME- ANCHORED THROUGH FRAME AND IX OPTION 1 EDGE DISTANCE ___ ______ DIRECTLY INTO CONCRETE/CMU... -- BUCKSTRIP INTO CONCRETE/CMU. ANCHORED THROUGH t— —T +----�� EMBEDMENT SEE NOTE 2, THIS SHEET. EMBEDMENT FRAME INTO 2XC WOOD 1 —�11 1/4' MAX SHIM - - 1/4' MAX SHIM —+{ I-•� FRAMEOR2B THIS EMBED- .l— SEE NOTE 2, THIS SHEET. I � SASH VISIBLE 17 < MEKT EDGE e - LIGHT WIDTH EDGE 4Pp6vdnwm�lgwM� �- DISTANCE DISTANCE Flarke B/Jil'sy 1/4" MAX SHIM F/-8' V.. 1 BUCK HEIGHT �I FIXED VISIBLE LIGHT HEIGHT I EXTERIOR a SASH VISIBLE LIGHT HEIGHT FIXED WSIBLE SEE TABLE - x- LIGHT WIDTH_ 3 NOTE B. FOR '- 18 HEAD TYPE . TYP. ANCHOR TYPE, _. EMBEDMENTAND , EDGE DISTANCE PER SUBSTRATE, SEE 31 5 R 5B TABLE 8. BUCK WIDTH 32 EXTERIOR 45 TYP.ANCHORTYPE, HORIZONTAL SECTION A -A EMBEDMENT AND EDGE DISTANCE PER SUBSTRATI _ SEE TABLE 8. —+{ �-�--• 1/4" MAX. SHIM 46 55 DADE APPROVED MULLION, FBC 13 COMPLIANT ALUMINUMISTEEL FRAMING USE EITHER 1 OR STEEL STUD. MAY BE VERTICAL OR SWEEP LATCH @ HORIZONTAL: SEE SUBSTRATE MIDSPAN OR 2 PROPERTIES, TABLE B. BOTTOM LOCKS - INSTALLATION EQUAL OPTION 4 LEGIBOX ANCHORED THROUGH FRAME FRAME INTO METAL SHOWN 1' WEEP 42 OPTIONAL HI -RISE SILL SHOWN. SEE SHEET 10 FOR NOTCH AT STANDARD SILL EACH END 1/4" MAX. SHIM NOANCHORS REQUIRED IN ° , FLANGE OR t , EQUAL -LEG FRAME SILLS VERTICAL SECTION B-B Anchor Substrate Min. Edgee Distance Min. Embedment P.T. Southern Pine (SG=0.55) 9/16" 1-318" #12 Steel, 18-8 410 Alun inurr6063-TS min. 3/8' 0.063" or SS Screw A36 Steel 318" 0.063" Steel Stud, Gr. 33 rNn. 3/8" 0.045" (18 Ga Concrete (min. 3.35 ksi) 1" 1-314" Cr 1eF SS Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" eteFlex 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 1" : 1-318" N)Mln. u1-J In .. ocTVry I MCIHI. AUuJ I nAIG B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANIHEX/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 8. 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 HEIGHT2-11.43' 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 6. 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 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. IX 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. Y LU z w C) 0 nab o o co } n 0i Zw O a7"0 O i m 6rc Z O Z O J O Z m= _ W O fOp o c� U U d a FB 0 aCn Z m u Z U Z_ Z O m O CO ® m W J U a 0 LU V) 7aa45 Z U X Lu O J z U ¢ W fn a01 •asap savas .: �No. 5587055ir S T Of` C� '•'40RIDP,.• •���� "''SS"0NAL 1�NG`%. A LYNN MILLER, P.E. P.E# 58705 27 I 0 FIXED VISIBLE LIGHT HEIGHT FM UL 8_\[, 43 BUCK HEIGHT 63 A S VISIBLE LIGHT HEIGHT L EXTERIOR 16 I - WEEP 42 NOTCH AT EACH END TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE; SEE TABLE 9. (SCREW SHOWN) ' EDGE DISTANCE EMBEDMENT EDGE DISTANCE _M/1X EMBED SHIM \—TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. :'__�.ER USE EIT1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS Er X) STANDARD SILL SHOWN. SEE PREVIOUS SHEET FOR OPTIONAL HI -RISE SILL TABLE 9: 1/4" MAX EDGE EMBEDMENT( — VERTICAL SECTION D-D 1/4" MAX. SHIM 114" MAX SHIM 5 19 FOXED VISIBLE LIGHT WIDTH 1/4" MAX SHIM SASH VISIBLE LIGHT WIDTH /// EDGE DISTANCE EMBEDMENT I • ' - BUCK WIDTH HORIZONTAL SECTION C-C TYP.EN\EDGE EMBEDMENT 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. VISIBLE -LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS 7 OR 8 FOR HI -RISE SILL) #10 OR #12 STEEL WIDTH SELF -DRILLING @ SASH & FIXED LITE: BUCK WIDTH-4.12" �SMS (G5), SEE TABLE 9. HEIGHT (EQUAL-LITE) _ BUCK HEIGHT2 -3.23' —INSTALLATION HEIGHT(PROVIEW) OPTION 7 @FIXED LITE: BUCK HEIGHT2.4.28" ANCHORED THROUGH @SASH: BUCK HEIGHT2-11.43' IL INTEGRAL FIN INTO METAL HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT- SASH HEIGHT -2.55" Anchor Substrate Min. Edge Min.Distance Embedment 2-10 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) 1 3/8" 2.438 2-112" x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 2-12" x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 #10 Steel Trusshead Screw or #12 Steel, 18-8 or 410 SS Screw P.T. Southern Pine (SG=0.55) 1/2" 1.375 0.125" Aluminum, 6063-T5 min. 5116" 0.125 1 0.050" A36 Steel 5/16" 0.05 0,045" (18 Ga) Steel Stud, Gr. 33 min. 5/16" 0.045 A) MIN. Ur :1 1 KKtAU, btTUNU I Kt Mt IAL JUdb I KA I I - NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 9. FOLLOW EMBEDMENTAND 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. w n > v o •.ay O ro C9 O >loo N O UN7 zN lox O 07 Cl) ZZ Z tL m= g 0 n = LL o (7 U ULd co .J.. ` n 9Mo F- W < Q o a a O Z W u fn Z O m = U a) ® m LU LU # T L Z • X Z IaaVS o Z_ ¢ a: o U Wn J Z U) a¢ rosa0 s>ua5 * : No. 58705 �O� 1STOEDF (C7: �//11111111\\ A LYNN MILLER. P.E. P.E# 58705 2.848" 2.848" �- .062" 1.125' 2.848" 2.112' 1.489" / T .062" � .062' .98T i O FLANGE FRAME HEAD 2.798' -� 2.841' .062" n O7 FLANGE FRAME SILL 1.300" .170 2.150' O INTEGRAL FIN FRAME Oj EQUAL LEG FRAME HEAD 2.798' -� 3.466' .062' 2.798' -� 2.341" .062" 1.12I O EQUAL LEG FRAME SILL OINTEGRAL FIN FRAME SILL 2.273' 2.772 .O6Y •-� 1.300" �+-- 2.560" .062" 2.724" aO FLANGE FRAME JAMB 2.798' r - 3.508' FLANGE FRAME SILL 10 HI -RISE 2273" -- - f062." I2.105" .062' -1.235" 1.300" !.300" �- SASH TOP RAIL 14 is FIXED MEETING RAILSASH HI•RISEO770M RAIL- le SASH BOTTOM RAIL 1t SASH SIDE RAIL la 3.185" .062" 2.724" �•{ 1.125" �-- OINTEGRAL FIN FRAME JAMB 2.798" 4.133' .062" 1.125" INTEGRAL FIN FRAME t1 SILL -HI-RISE SILICONE STRUCTURAL POLYISOBUTYLENE 1/4" NOM. WITH DESICCANT EXT. GLASS INT. GLASS 70 KODISPACE4SGTPS 2.060" .062"' 2.724" O EQUAL LEG FRAME JAMB 2.798" --�{ l08' EQUAL LEG FRAME 12 SILLHI-RISE HOT -MELT BUTYL STRUCTURAL 3116" NOM. SILICONE FOAM WITH DESICCANT EXT. GLASS INT.GLASS 71 SUPER SPACER®NXT r ALUMINUM DESICCANTFILL Imo- 1.446" - = REINFORCEMENT POLYISOBUTYLENE ��J _ SEAL 5/16' NOM. 1.522' •040' I '6�02 .'65" "'� .61T •--�:496'� 1 . - BUTY4INT. SILICONE SEAL tit ROLL -FORMED STAINLESS STEEL .040' .813" "J-T�.." .BOY .802'....r DESICCA1.370" -- IIEXT.GLAFO SSEXT.GLASS .070".070',045" +{�+--- .050'-^'I GLASS HEADANCHOR INT. GLASS to COVER 18 SASH STOP COVER ®IG BEAD ®IG SNAP BEAD ze 5116" LAM] BEAD 2t 7/16' LAMI BEAD SOURASEAL8 SPACER 73 XL EDGE SPACER N o o co °IO0 CD V z LL O¢ Z z zIL� o� U 'I,U06 ®� FO u i o r < 2 'ITLU F oN OMO � � LU a Z 0 co Z Z LL O = o N ® m W J u z Z 1aa45 U) � Z O ¢ O O w n w O J X = 00 < I Ul0 saua5 `1111111111/// � ..r.... F •. Q�: • ••.� No. 58705 lX � - - �XI, S R I G �"'',,iS;ONAL 1W\•�``• A LYNN MILLER, P.E. P.E.0 58705 TABLE 11: 51 : ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR). 1 0 4 51 40 HEAD - INTERIOR 41 JAMB q 14 INTERIOR JAMB FIXED MEETING RAIL SASH BOTTOM RAIL 4 SASH SIDE 16 JAMB RAIL 17 37 INTERIOR 39 SILL TABLE 10: MATERIAL PROPERTIES USED 51 FOR ANCHORAGE CALCULATIONS: 7 INTERIOR 51 NOTES: 1) ALL CORNERS TO USE GASKET AND/OR SEALANT. 2) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. Item PGTPart # Description Material 1 6420D1 Head, Flange Alum. 6063T6 2 624017 Head, Integral Fin Alum. 6063-T6 3 624028 Head, Equal -leg Alum.fi083-T6 4 624004 Jamb, Flange Alum. 8063-T6 4A Jamb, Flange (Used For Alternate Radius Top Head) Alum. 6063-T52 5 624020 Jamb, Integral Fin Alum. 6063-T6 SA 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 Altemate Radius Top Head) Alum. 6063-T52 7 624002 Sill, Flange Alum. 6063-T6 8 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 624019 Sill, Hi -Rise, Integral Fin Alum. 6063-T6 12 624030 Sill, Hi -Rise, Equal -leg Alum. 6063-T6 13 624006 Sash Top Rail Alum. 6005A-T61 14 fi24005 Fixed Meeting Rail Alum. 6005A-T61 15 624012 Sash Bottom Rail -Hi-Rise AIum.6063-T6 16 624068 Sash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 6063 T6 18 624051 Head Anchor Corer AIum.6063-TB 19 624015 Sash Stop Alum. 6063-T6 25A 624009 IG Bead AIum.6063-TS 258 624011 IG Snap Bead Alum. 6063 TS 26 624013 5/16" Lami Beading Alum. 6063-TB 27 624026 7/16' Lami Beading Alum. 61163-T6 30 6TP247 Glazing Bead, Bulb Vinyl for#624023 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for#624009 & 7t624011 Vinyl 32 724046 Sweep Latch (@ Top Rail) Cast Znc 33 624049 Bottom Latch (@ Sill) Alum. 6063-T6 34 Setting Block (1/B" X 1/2" X4") Neoprene 35A IG Setting Block (1/6" X 3/4" X 4") Neoprene 358 724014 IG Snap Setting 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 .187", Fin Seal (@ MR) 44 67S16G Weatherstrip, .170" X.270", Fin Seal (@ Sash Side Rail) 45 Weatherstrip, .1717' X.18T', Fin Seal (@ Top Sash Rail) 46 wades Balance with Cover 8 Trim Rigid Vinyl 51 781PSCX ii8 X 1" PH SMS (Assembly) Stainless Steel 55 7834AA i18X3/4" 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 far 72 - Quanex Dursseal Spacer Materials 73 - Cardinal XL Edge Spacer 74 Dow 791, 899 or GE 7700 Backbedding Silicone Material Min. Fr Min. F. Steel Screw 92 ksi 120 ksi 18.8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco UltraCotA 410 SS Elco CreteFlex® 155 ksi 127.4 ksi 177 ksi 189.7 ksi 6063-T5 Allaninum 16 Ksi 22 ksi A36 Sleel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi w > w o �o o � � mw } ^ > > aloo O O� O a� Z LL Z � Z 0 on m :2. � UUo F W c u a Q a aMo o z Z J V- O u O 11145 Z W � rA Z ``11111 ulrrrri LYNN '' .. ���`O•'L�GENSF M *; No.58705 ; *= ice• Q �y A LYNN MILLER, P.E. P.E.# 58705