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Home My WebLink AboutNOA # 18-0430.08I•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE(NOA) www.miamidade.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 (1,M)", 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. NUSSELE INTACT 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 - notedherein. 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 WMMMIOWaE COUNTY EM 1%te: August23,2023 'lQumate: August2 i 3= 3,2018 IL, Page R 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 t. 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 6tn 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). / Man ez . . Product Contr Exa finer NOA No.U-S430.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED , e. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosi£ol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/19, 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 6tn 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. Manuel er .E. Product Control E a ner NOA No. 18 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-2 SERIES SH770OA-IMPACT RESISTANT SINGLE HUNG WINDOW 4w3/1_6" MuX- O.C. 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF 86« THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR5 et7ti 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 1-1/2" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE CPTIONAL 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 W 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 ARbASED 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 OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS Q61REMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7635.1 & 18-7835.2; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSIIAF&PA NOS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL FIGI IRE A- Al I OWARLE SASH CONFIGURATIONS AND SHAPES w{ WIDTH T WIDTH '+— r— --1 TI I --{ WIDTH+— T w 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, 17.3f4" MAX. (17-1l4"BUCK) B,SEE__ ETS SHE8 & 9 17-3A" MAX O.C. X. 9-i/2" X. B I— (g�MRXUGK) r D, SEE SHEET 10 A. SEE -� C, SEE SHEETSB&9 ( SHEET 10 i EQUALLY ' SPACED ANCHORS PER I I TABLES 6 & 7 17-3I16" MAX. O.C. Oi I/ MAX. TIP 12-1116" MAX. O.C. TO I 4 j TIP EQUALLY SPACED I T HEIGHT ANCHORS PER �% 1313.5/16" MAX. O.C. TABLES 6 & 7 i I i 5" MAX. 9-1/2„ MAX I=---- '—I O.C. (9" MAX. BUCK) B NO ANCHORS AT $ILL } j —�-I 53.1/8" MAX. TIP TOMP WIDTH ANOTCH AT EACH AN ENO ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION E 1. AI I r1WARl E M ACC 7YEEC Glass Type Description (Listed from Exterior to Interior) DP Table 0 1 1/8"AN,..090" PVB, Iff AN 2 2 1311&' LIG: 118" AN CAP. AIRSPACE, 1/8" AN, .090" PVB, 118" AN 2 3 tall&" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .DW' PVB, 118" AN 3 4 11W HS, .OW' PVB, 1/6" HS 4 5 3l16" AN, .09D" PVB, 3116" AN 4 6 13116" LIG: 3116" AN CAP, AIRSPACE. 1/8" AN, .090" PVB, 118'AN 4 7 13/16" LIG: 3/16" TP CAP, AIRSPACE, IW AN..090' PVB, 1/8" AN 4 8 3/16" AN, .090" SG, 3116" AN 5 9 3116" HS, .GW' SG, 3116" HS 5 10 13/16" LIG: 118" AN CAP, AIRSPACE, 118" HS, .OW' SG, 1/8" HS 5 11 13116" LIG: 1/8" AN CAP, AIRSPACE, 3116'AN, .090" SG, 3/15" AN 5 12 13116'LIG: 1/8" TP CAP, AIRSPACE, 116" HS, .090" SG, 1B" HS 5 13 13/16" LIG: 118" TP CAP, AIRSPACE, 3116" AN, ,090" SG, 3116" AN 5 14 13116" LIG: 3116" AN CAP, AIRSPACE, 118" HS, .090" SG, 118" HS 5 15 13116" LIG: 3/16" TP CAP, AIRSPACE, 1/8" HS, .00' SG, 1/8" HS 5 CODES I STANDARDS USED: .2017 FLORIDA BUILDING CODE (FBC), STH EDITION *ASTM E1300-09 *ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2016 OA(SI S100-12 *AISC 360-10 DESIGN PRESSURE RATING IMPACT EATING VARIES PER GLASS TYPE, SEE SHEETS 2-5 LARGE & SMALL MISSILE IMPACT RESISTANT 52-W MAX. BUCK WIDTH 5" MAX, D.C. / Qf I' 1 xi 4 C i 4-11/16" MAX. I'WEEP NOTCH AT EACH END ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL-LITE CONFIGURATION USER INSTRUCTIONS: 4-11116" MAX. 63" MAX, BUCK HEIGHT 1 DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S 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 B 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 LEGIBOX). SG-- KURARAY SENTRYGLAe INTERLAYER BY KURARAY AMERICA, INC. PVB = KURARAY TROSIFOL® PVB INTERLAYER BY K RAYAMERIGA INC. URA , AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED GENERAL NOTES ................................................. 1 ELEVATIONS......................................................... 1 DESIGN PRESSURES / GLAZING DETAILS......., 2-4 ANCHOR QUANTITIES .......................................... 5.6 INSTALLATION, FLANGE .................................... _ 7 INSTALLATION, EQUAL LEG.................................8 INSTALLATION, INTEGRAL FIN ............................ 9 EXTRUSION PROFILES... ...................................... 10 ASSEMBLY & PARTS LIST .................................... 11 with t. 03 LU i W O (Y '+7 o o y 0 c'j Q M Z 01 J O ay Z U- m5: W w O R cOD X U Rg U O o d n a F•' Z _ W J opi IL O ' z �_ O 7 W � W u C7 Z W Iaev_ O Z J O Z O K O w n S JZ ¢ UJ U' !A an:L ' .cj a „as O�yY LYN/U'y71,��'% 'Cr �10ENs.Z 4. • � *� No, 58705 *� �0 f� x A. LYNN MILLER, P.E. ' P.E.H 58705 TABLE 2 Balton Sash Description for Giten Range Sash Range In) Design Pressure (lbslft') for Glass Types 1 & 2 Tip to rp Width 1B` 25F 33" 37 41" 45' 49- A_553 -1 24• F raNile 12.464 +65.0 -Rao +65t) -80.0 +65.0 A0.0 ♦65.0 A0.0 +65.0 -80A +65.0 -80.0 +65.0 -80.0 +65.0 j -60.0 Equal-lite 15,964 +65.0 .80.0 +65.0 -80.0 +85.0 1 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -W).0 +65.0 ; -80.0 31' Standard Pmdew 12.994-15983 -65.0 -80.0 +65.0 -800 +65.0j 80.0 +65,0 A0.0 +65.0 -MG +65.0 -60.0 +65.0 -110.0 +65.0 -80.0 Shortest 12,464 -12993 +650 A0.0 +85.0 -BOA +65.0 A0.0 +660 AD.O +65.0 AU.O +S5.0 A0.0 +660 AD.O +65.0 j -60.0Equal-Ike 19.652 +65.0 -S00 .65a .80.0 +65.0 -80.0 +66.0 -80.0 +65.0 -80.0 +650 -80.0 +65.0 -80.0 +65a ? A0.0 rd StaaM Pmdew 15.944-19.651 +65.0 -80.0 +65.0 -50.0 +65.0 j -80.0 +650 •80.0 +65.0 A0.0 +65.0 -80.0 +65.0 -SD.O +65.0 ; -80.0 38318" Custom Size 15.131 -15 943 +65.0 -80.0 +65.0 -80A +65.0 1 -80.0 +65.0 -80.0 +65.0 AGO +65.0 -89.0 +65.D -80.0 +65.0 1 -80.0 Custom Size 14.131-15.130 +65.0 AGO +65.0 .80.0 +65.0 -sac +G5.0 A0.0 j+rSO -80.0 +65.0 -80.0 +660 -MO +65.0 -80.0 Shortest 12454. 14.13D +65.0 -80.0 1 +66.0 -60,0 +65.0 A0.0 +65.0 -80.0 1 +65.0 -8a0 +660 -80.0 +65.1) -80.0 +65.0 ': -80.0 Equal-I0e 72954 +6sa -80.0 1 +850 -80.0 +65.0 -800 +65.0 -8aO +65.0 A0.0 +65.0 -80.0 +660 -800 +65.0 ; -80.0 Custom Size 20.131•22963 +65.0 -W.0 +65.0 •800 +660 i -80.0 +65.0 -W,O +65.0 -800 +65.0 -80.0 +65.0 -80.0 +65.0 A0.0 Standard Pm%iew 18.594.20.130 +65.0 -30.0 +65.0 -80.0 +65.0 -SaO +65.0 -80.0 +850 .80.0 +65.0 •80.0 +65.0 -80.0 +65.0 , A0.0 46' Custom Size 16.131-18.593 +660 -80.0 +65a -80.0 +65.0 j BaO +65.0 -80.0 +65.0 A0.0 +65.0 •80.0 +650 AU.0 +65.0 AGO Custom Sue 15.131-16.130 +65.0 .80.0 +65.0 .60.0 +65.0 -80.0 +65.0 •80.0 +65.0 -WO +65-0 -80.0 +65.0 A0.0 +65.0 . -80.0 Custom Sue 14. 13l - 15,130 +65.0 AO.O +65.0 -BOA +65.0 40.0 +65.0 -60.0 +65.0 -gao +65.0 -80.0 +65.0 -no +65.0 i -80.0 Shortest 12464-14.13D +65.0 A0.0 +65.0 •80.0 1 +65.0 -80.0 +65.0 -60.0 +65.0 -60.0 +65.0 -Sao +65.0 -80.0 +65a -Sao Equal4ke 24964 +65.0 -80.0 +65.0 -80.0 1 +65.0 .80.0 +65.0 1 -Sao +65.0 A0.0 -65.0 1 -80.0 +65.0 -W.0 +65.0 -00.0 Custom Size 22.131- 24.963 +65.0 -80.0 +65.0 .60.0 +65.0 -80.0 +65.0 AD.0 +65.0 -60.0 +85.0 -80.0 1 +65.0 -80.0 +65.0 430.0 Standard Pmdew 20.194.22A30 +65.0 1 -80.0 +6Sa •80.0 +660 A0a +65.0 -30.0 +65.0 A0.0 +65.0 -80.0 +65.D -80.0 +65.0 -61.0 49' Custom Size 18.131 .20.193 +65.0 1 -MO +650 -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 Custom Size 16.131-18.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 A0.0 +65.0 -MO +65.0 .80.0 +66.0 -80.0 +65.0 -80.0 Custan Size 14.131- 16,130 +65.0 410.0 +6&0 -80.0 +65.0 -80.0 +65.0 -80.0 +65a -60.0 +65.0 -80.0 +650 -80.0 +65,0 ' •77.6 Shortest 12464-14.130 +65a A0a +65.0 .80.0 +65.0 .60.0 +65.0 -80.0 +65.0 .8a0 +66.0 -80.0 +65.0 -80.0 +65.0 .75.1 Equat4ite 25.777 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +660 A0.0 +660 4W.0 +650 -80.0 +65,0 AO.D =n Custom So:e 24.131-25.7.76 +65.0 A0.0 +65.0 -80 Uc +65.0 A0.0 +65.0 -80,0 ( +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8UA o Standard ProMew 2DS"-24.130 +650 -80.0 +65.0 -90.0 1 +65,0 -80.0 +65a -80.0 +65.0 1 -80.0 +65.0 A0.0 +65.0 •80.0 +65.0 -0.0 FB, Custom Size 20.131-2D.B43 +65.0 -80.0 +65.0 -MO 1 •65.0 -80.0 +65.0 -80.0 +65.0 1 -SOLO +65.0 A0.0 +fi5.0 -W.0 +65.0I AU.O Custom Size 18.131 -20,130 +6SG -80.0 +65.0 -80.0 ( +65.0 .80a •65.0 .80.0 +65.0 -80.0 +65.0 -SOLO +66.0 -80.0 +65.0 -80.0 Custom Size 16.131-18.13D +65.0 -80.0 +65.0 .80-0 1 +65.0 -80.0 +65.0 -80.0 I +66.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65o i .77.6 Custom Size 14.131. 16.130 +65.0 -80.0 +65,0 A0.0 1 +65.0 -80.0 +65.0 A0.6 , +65.0 -80.0 +65.0 AO.D +65.0 .80.0 +660 ; -75.1 Shortest 12464_14.13D +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +650 -80.0 +65.0 A0.0 +65.0 -sao +65.0 -8D.0 +6.s.0 to })1'r+at 5.0 , -80.0 +660 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65a -BO.01' [+65_M_w.w n6S'0--=7rb- Custom Size 28.131-31.963 +65.D A0.0 +65 D -80.0 +65.0 -80.0 +65.0 •80.0 j -65.0 -80.0 ,?65.0 •80.0 +65.0 -SOLO 63" Standard Prmiew Custom Sze Custom Size Custom Size 25,714-28.130 24.131-25.793 22.131 •24.130 20.131-22.130 +6511 +65.0 +65.0 +65.0 AOA -SO.o -OLD A0.0 +65.0 +6601 +65.0 +66.0 -50.0 -800 -Sao A0.0 +65.0 +66.0 +65.0 +65.D AaO -80.0 -80.0 A0.0 +65.0 +65.0 +65.0 •65.0 80,0 A0.0 -80.0 A0.0 +65.0 +65.0 46S.Ol +65.0 A0.0 -80.0 A0.0 -80.0 +65.0 +65.0 +65.0 +65.0 -80.0 -80.0 1 A0.0 1 -80.0 .1.0 +65.0 +65.0 1 +65.0 AO.O -80.0 •78.8 •77.1 +65.11 -739 +65.0 € •72.7 +65.0 ; .70.5 1 +65.0 ( -68.4 Custom Sue 18131-20.130 +65.0 40.0 +65.0 AD.O +66.0 .80.0 +55.0 -WO +65.0 -aaO +65.0 A0.0 +65.0 -75.4 +65.0 t -%S Custom Size 18.131-18.130 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -Soo +65.0 -sao +65.0 -77.1 +65.0 -73.6 +64.7 i -64.7 Shortest 13194"- job 130 +65.0 -80.0 +65.0 -Sao +65.0 80.0 +65.0 -80.0 +65.0 -75.9 +65.0 .71.8 +65.0 -68.2 +62.3 j -62.3 EquaNile 38.464 +65.0 -80.0 +66.0 -80.0 +66.0 -80.0 +65.0 .80.0 +65 U -80.0 +65.0 -80.0 +65.0 -KO ♦65.0 -73.9 Custom Size 36.131-38.463 +65.0 -80.0 +65.0 A0.0 +65.0 A0.0 +650 -80.0 +65.0 -W.0 +65.0 40.0 -Sao •79.8 1 +65.0 -71.5 Custom Sue 34.131 - 36.130 +65.0 -80.0 +65.0 -810 +65.0 -80.0 +65.0 -MO +65.0 -80.0 +65.0 A0.0 +65.0 -77.9 1 +65.0 j A04 76' S!a M Pmdew 30.99d - 34.130 +65.0 -80.0 +65.0 j -80.0 +65.0 .80.0 +65.0 -800 +65 D .80.0 +660 A0.0 +65.0 .75-4 +660 -66.6 Custom Size 30.731. 30.993 +65.0 -Sao +660 1 �.0 +65.0 -80.0 ZIl A0.0 +65.0 410.0 +65.0 -78.9 +65a -74.6 +65.0 A5.8 Custom Size 28131 - 30.130 +65.0 AD.O +65.0 A0.0 +65.0 A0.0 +65.0 A0.0 +660 j -79.1 +65.0 -75.3 +65.0 •71.9 +63.6 , A3.8 Shortest 26AW-28.130 +65.0 .80.0 +65.0 A0.0 +65.0 AO.D +650 -80.0 +65.0 -75.9 +65.0 •71.8 +65.0 -68.2 +623 •62.3 EquaNite 42.41M +650 -80.0 +66.0 -80.0 +65.0 A0.0 +65.0 A0.0 +650 A0.0 +65.0 40.0 +65.0 -Tr.9 +65.0 i 69.4 84" Gaston Sue 38.731- 42463 +65.0 -80.0 +65.0 A00 +65.0 A0.0 +65,0 •80.0 +65,0 A0.0 +65.0 -78.9 +650 -74.6 +66.0 -65.6 Standard Pmdew 34.194" • 38.130 +65a -80.0 +6So -no +65.0 r A0.0 +660 AD.O +65.0 -75.9 +65.0 •71.8 +b5.0 -s62 •623 ; A23 •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 - 48.8D6 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. - • _�I 5116" NOM. GLASS STACK "AN GLASS : ppanvgd as COMTJyisa Wilk tm .090"PVB 5?enlei9 tfsidiag C" 118"AN GLASS Pate 30 110 a M6-ad 1: Product ontto! 26 1f2" NOM. e GLASS BITE EXTERIOR a ,.. GLASS TYPE 1 �_ GLASS STACK .090" PVB AIRSPACE 1/8"AN GLASS 1(8"AN GLASS 31 75 25 0R 56 1/2" NOM. EXTERIOR GLASS SITE GLASS TYPE 2 AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED ti o 2, V) o a tv z m O on Z Z _ o LL a= ' r- W ' r5 U o ®� «e,� Z = G J u 'afi t7 F aw.P 2 Z O Z U LL O = C4 ® J U aj :yaks Z O J 0 Z in C � Q O J IL Q0 co aiU� -�sar. s-�n5 LYNN�7j'7 No.58705 � T FPzOR101" 1�.l ✓ ALIENG� A. LYNN FdILLER, P.I- REA 55705 _ __]'.. TABLE 3 Bottom Sash Desoiption fx Gmn Range Sash Height Range (in) Design Pressure (Ibslfe) for Glass Type 3 Tip to Tip Width 18' ZS 33" 37"141' 45' 49" 53.178" 24" Equal -life 12.464 •65.0 .80.0 +65.0 -80.0 +65.0 -80D +65.0 -80.0 30.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 Equal-18e 16.964 45.0 -80.0 •65.0 80.0 -65.0 -80.0 +65.0 -80.0 -80.0 +650 -80,0 +66.0 -80.0 +65.0 -WD 31" Stantai PmoW 12.994-15.963 +650 -80.0 +65.0 •80.0 +65.0 -SMO +650 -80.0 4f0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -800 Shortest 12.464-12.993 +65.0 -8D.0 -65.0 -BOA -65.0 -80.0 +650 -80.0 -80.0 +650 -80.0 +65.0 -80.0 +65.0 -80.0 Equal -rite 19.652 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +66.0 .80.0 .60.0 +65.0 -60.D +65 0 -80.0 +65.0 -80.0 Stardartl Prrneew 15.944.1D.867 +55.0 -800 +65.0 4i0.0 +65.0 4i00 +65.0 -60.0 �U.O +650 410.0 +650 •80.0 +fn�i.0 -80.0 38,Vlr Custom Size 15.131-15.90 +65.0 -SD.O +65.0 •80.0 •65.0 -80.o -65.0 -800 85.0 -No +65.0 S0.0 +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 .800 +65.0 -80.0 +65.0 4W.0 -65.0 -80.0 Shortest 12464-14.130 +65.0 -80.0 +65.0 -800 +65.0 -80.0 +65.0 40.0 +65.0 -80.0 +65.0 -90.0 +651) -e0.0 +65.0 -S0.0 EquaHite 22.964 +W.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -800 +65.0 -80.0 +65.0 40.0 +65.0 -80.0 Custom Size 20.137-22563 +65.0 -80.0 +65.0 -80.0 +65.0 440.0 *650 B(1.0 +65.0 4iD0 +65.0 -80.0 +65.0 -80.0 +65.0 -80A Standard Prafex 16594.20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -e0.0 +650 1 -80.0 +65.0 -80.0 45" Custom Size 16.131 • 18.593 +65.0 -60.0 +65.0 -80.0 +65 0 -80.0 +65.0 .80.0 +650 -80.0 +65 D -80.0 +65.0 1 -80.0 +65.0 •80.0 Custom Size 15.131- 78.130 +65.0 -80.0 +65.0 80.0 +85.0 •110.0 +650 ' -80.0 +65.0 -60.0 +85.0 -80.0 r65.0 1 -80.0 +65.0 -80.0 _ Custom Sae' 14.131 - 15.130 +65.0 -80 0 +65.0 -8D.0 +65.0 .80.0 +65.0 -aao +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Shaded 12464-14.130 +65.0 -80.0 +66.0 .80.0 +650 -80.0 +650 -80.0 +65.0 -80.0 +65.0 -800 +65.0 -80.0 +65.0 -80.0 Equaltte 24.964 +65.0 .80.0 +65,0 '•80.0 -65.0 -80.0 +65.01 -SOLD +65.0 -WO +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 Custom, Size 22.131 - 24.963 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +650 1 -80.0 +65.0 -80.0 +650 -80.0 +65.0 -60 0 +65.0 -eO.0 Standard Praaew 20.194.22.130 +65.0 -80.0 +85.0 -80.0 +65.01 -80.0 +65,0 1 -80.0 +65.0 -60.0 -65.0 -800 +65A -80.0 1 +65.0 -80.0 49' Custom Size 18.131 - 20.193 +65.0 .80.0 +65.0 -80.0 +650 1 -80.0 +65.0 -80.0 +65.0 -800 +65.0 �80.0 +66.0 480.0 +65.0 -SD.O Custom Size 16.131-18. 130 +65.0 -60.0 +MO -80.0 +65.01 -80-0 +65.0 -so.o +65D •8o-o +65.0 .800 +65.0 -MD Custom Size 14.131- 16.130 +65.0 -80.0 +65.0 •80.0 +650 .80.0 +85.0 -80.0 +65.D -80.0 +65.0 -80.0 +65.0 •8D.0 +65.0 -83.0 Shortest 12.464-14,130 +65.0 -W.0 +660 -80.0 +65.0 -80.0 +650 -80.0 +65.0 -W-0 +650 -80,O +65.0 .80.0 +650 -WO Equai-lite 25.777 +65.0 -80.0 +65.0 •80.0 +650 -.80.0 -MO •80.0 -65.0 -80.0 +65.0 •80.0 +65.0 -80:0 +65.0 -10.0 g Custom Sae 24131 . 25-776 +65.0 -aao +65.0 .80D +65.0 , •80.0 +65.0 -w0 +65.0 .80.0 +68.0 -80.0 +65.0 -80.0 +65.0 -8D.0 Stanfbrd ProJ" 20.844-24.130 +65.0 •80.0 +85.0 80.0 +65.1) -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 •80.0 +65.0 -80.0 R Custom Size 20.131 -20.843 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0[�*6&0 ao -80.0 +66.0 -80.0 +66.0 -Sao +65.0 •80.0 +65.0 -80.0 6, Custom Size 18.131 - 20.130 +6&0 4aD +65.0 •80.0 +65.0 -80.0 -80.0 +650 80.0 +550 -80.0 +65.0 -80.0 +65.0 -60.0 Custom Size 16.131-18.130 +65.0 480.0 +65.0 -80.0 +65.0 .80.050 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +650 -80.0 Custom Size 14.131 - 16.130 +65.0 -80.0 +65.0 .80.0 +65.0 -80.050 -80.0 +65.0 -800 +65.0 -80A +65.0 80.0 +65.0 -80.0 Shortest 12.464-14130 +650 .80.0 +85.0 -80.0 +65.0 -80.05.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +650 -60.0 Equal -lice 31.964 +DS.O -60.0 +65.0 .80.0 +65.0 -80.05.0 -800 +65.0 -Sao +65.0 •90.0 +650 -80.0 +85.0 •80.0 �tolm Size 28.131-31.963� � 5.0 -SOLD +65.0 -WO +650 480.05.0 -80.0 +65.0 •80.0 ♦&SO -80.0 -0.0 -80.0 +65.0 -800 Standard PrWew 25.794-28,130 +65.0 .8D.0 +65.0 -80.0 +65.0 -80.0b.O =. -80.0 +65.0 -80.0 +65D -no +65.0 -80.0 +Custom Size 24.131 - 25.793 +65.0 -80.0 +65.0 -800 +MO -80.05.0 1 -80.0 +65.0 4n0 +65.0 -80.0 +650 -80.0 +65.0 AaO 63'Custom Size 22.131 - 24.130 +65.0 -80.0 +65.0 -80.0 +650 -80.05.0 1 .80.0 +65.0 -80.0 +65.0 4wo +65.0 -80.0 +65.0 -BDo Custom Size 20.131 •22130 +66.0 -80.0 +65.0 -80.0 +6SD -80.0 +65.0 -80.0 +660 -80.0 +65 0 -80.0 +65.0 -80.0 +65.0 •760 Custom Size 18.131 •20.130 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 i -80.0 +65.0 -SOLO 1 +65.0 -80.0 +65.0 -80.0 +65,0 •75.8 CtIstom Sao 16.131-16130 +85.0 1 -80.0 +55.0 -80.0 +65.0 -80.0 +65.0: -So0 +65.0 -no +65.0 -80.0 +65.0 -80.0 +65.0 •738 Shortest 13.194'-16130 +65.0 -80.0 +65.0 •80.0 +66.0 -80.0 +650 -80.0 +65.0 -MO +65.0 •80.0 +65.0 -77.7 +65.0 -71.0 Equal -cite 30.464 +65.0 -80.0 +65.0 430.0 +650 -80.0 +65.0 .800 +650 .610 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Siza 36.131 •38.463 +66.0 •80,0 +86.0 -80.0 +65.0 -80.0 +65A -80.0 +65.0 50.0 +85A -80.0 +65.0 -80.D +65.0 -80.0 Custom Sae 34.131-36.130 +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 -79.1 76' Standard Prouew 30.994 - 34.130 +65.0 -BD.O +66.0 -80.0 +65.0 -80.0 +65-0j -600 +650 .60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 Custom Sae 30.131 - 30.993 -65.0 •80.0 +65.0 -110.0 +65.0 -00 +65.0 ' 50.0 +65.0 430.0 +65.0 -80.0 +65.0 -00.6 +65.0 .74.8 Custom Size 23131-30.130 +65.0 -80.0 +MD i -60.0 1 +650 -80.0 +65.0 j •80.0 +65.0 "i +850 .80.0 +65.0 -80.0 +65.0 7727 Sttatest 26.194'-2&130 +65.0 •80.0 +65,0 -80.0 +65.0 -80.0 +65.0 110.0 +85.0 IF. -80.0 +65.0 -BOLO +65.0 -777 +65.0 •71.0 Equal-lite 42.464 +65.0 -8D.0 +65.0 -80.0 +65D -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +55.0 •79.1 B4' t'Ustom Size FM 38.131 •42.463 +fi5.0 •80.0 +65.D .80.0 +Wo -80.0 +650 i A0.0 +65,0 50.0 +65,U -SOLO +65.0 -8D.0 -74.8 Praiew 34.194'-38.130 +65.0 •80.0 +65.0 -BO.o +65.0 -80.0 +65.01 -80.0 +6S0 -MO +660 -80.0 +65.0 -77-7 +65.0 -71.0 • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS ISr I IF IU IIt- Ht[UhI-4V.4a1 MNIMUM 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. . ........... .._._.... .. _.. _.__... ... ........ _........ ..................................... .... .... __.............. _... _........ I. .... . ... ...... ...... ..... .......................... .... ._.. _... _.. lwTP EXTERIOR a 13H6" NOM. GLASS STACK 090" PVB 'E AN GLASS 75 112" NOM. GLASS BITE 70-73 GLASS TYPE 3 AN=ANNEALED TP-TEMPERED HS= HEAT STRENGTHENED W ? > rYq w K O (A } n o N zy plop O � 0 O O u� Z O m x W -1 O 1` = La 17o fd 8 8 .. W 2 000 J .oN Z m o U _Z Tj LL 2 O cn J ia: L7 j U) O Z it m Q 2 U .7J (L 0)Q O Tj Ax LYNN�i 2 •LICENSE •. �(� * ; No. 58705 . STr OIF� : • (V�: 10NAL A LYNN MILLER, P.E. P.E.N 68705 -Design Pr 6ifiLf JIW1!2)f6i"415Types47 Bottom Sash Dascripfi- for Gll Range Sash Height Iivlge (inY Tip To TIP Width 53-IIW -_ 24" Equal-lite 12464 +85.0 ; 80.0 3t" Equal -lire Standard Prplew 45.98a 12.994-15.963 +65.01 80.0 Shortest 12464. IZ993 +05.01 85•D Equal-I08 19.852 +65.0 -60.0 Standard Pruvim 15.944-19.651 +650 800 38-3!6" Custom Size 15.131-15.943 +65.0 ' -80.0 Custom Sze 14.131-15.130 +650 , -80.0 Sh.test IZ484-14.1W 80.0 Equal-tite 22.964 15.01 +65.0 80.0 Custom Sze Standard Pmew 20.131-22.963 16594-20.730 +650 +6501 -80.0 -80.0 46' Casten Size 16.131-18.593 +65.0 -80.0 Custom Size 15.131-16.130 +55,0 1 -80.0 Custom Size 14A31-15.130 +65.0 -80.0 Shortest 12464-14.130 +65.0 -80.0 Equal4ite 24.964 +65.0 -80.0 Custom Size Standard PmJew 22,131-24. SM 20.194-22.130 +650 +65.0 -•80.0 -80.0 49" Custom Size 1.8.131 •20.193 +65.6 -80.0 Custom Size 16.131-18.130 +65.0 -80.0 Custom Size 1031-16.130 +66.0 80.0 Shalest 12464-14.130 +65.0 1 -80.0 Equal4ite 25.777 +65,0 .80.0 c Custom Stze SWd.,d Pto+iew 24131 - 0& r/Is 20,944.24.130 +65.0, +65. _.80.0 7d0.0 SP578' Custom Size 20.131-2QB43 +66.0 -80.0 Custom Size 10.131 - 20.130 +65.0 -ea" Cwlam Sze ta737-18,130 765.0 -80.0 Custom S¢e ta. tat-16.130 +65.0 760.0 Shortest 12.464 •14.130 +65.0 80.0 EgwHite 31.964 1 +65.0 -80.0 Custom Size 28A31 -31 963 +85.0 80.0 StandardP-- 2.5.794-28130 +650 8110 Custom Size 24.131 - 25,793 +65.0 800 ex Custam Size 22.131•24.130 +65o 80.0 Custom Size 20.131-22130 +05.0 -Fo Custom Size 18.131-2D.130 +65.0 80.0 custom Size 18.131-18.130 +65,0 80.0 SlxMest 13.194'-16.130 +65A 80.0 Equal4ite 38,454 +65.01 80.0 Custom 91zo 36.131-138.4]63+85.0 410.0 Custom Size 34.131 - +65.0 -80.0 76" Standard PmAM 30.994-+65.0 80.0Custom Size W.131 • +65.0 800Custom Size 28.131-IN _so 0Shortest 26.194•_+650 80.0Eglal4ite424+fi5.0 80,0smm Slztl 38A1Ll-+65.0�80.0 Standard Ptoiew 34.f94•-36.iW +65.0 I -60.0 5116" NOM. GLASS STACK ,090" PVS 1/9' HS GLASS 17GlASS so26 12" NOM. exrERX/R GLASS BnE a 74 34 GLASS TYPE 7116* NOM. I GLASS STACK .090" PVB 3/18" AN GLASS 3D 3ti6"AN GLASS 27 1! UZI NOM. Ex]C roR GLASS BITE 14 34 GLASS TYPE 5 I13116" NOM. mo_ GLASS STACK 90" PVB AIRSPACE 3/16" AN G 1/8" AN GLASS ®ORXSV%�NOM. 4-'E - fi 13116" NOM. GLASS STACK AIRSPACE 090"PVR 3116" TP GIAS- 1(8" AN GLASS EXTERIOR 4 Design Pressure for Glass Types 8-15 SOP,om Sh HI ' for Given Range Sash Height Range (in) To Ti vvia, P 534/8" 24" Equal-itte 12A64 -Sao -110.0 31" EqualAte Stantlaro w Pro%4 15.964 12.994-15,963 +W.D i +W.O -1t0.0 ShWe6t 12414-12993 QO0: 110.0 EquaHRe Standard Prodew 19.652 15.944.19.651 +80.0 +60.0I -1100 4100 38-318' Custom Size 15.131-15.943 4W.0 -110.0 Custom Size 14.137 -15. 130 +80.0 -110.0 Stwmest 12.464 - 14.130 +W.O i-1100 EquaNKe 22964 +80.0 A10.0 Custom Size Starldad Pmkiv 20.131-22.963 18.594-20.130 +80,0 +80.0 710.0 -110.0 45" Gus[an Size 16.t31=18.593 +80.0 -110.0 Custom Size 15A31 - 16.130 +80.0 -110.0 Custom Size 14.131 - 15.730 +80.0 -110.6 shortest 12.464-14.130 +80.0 -110.0 Equal4ite 24.964 +60.0 -110.0 Gustan Size Standard Pmiee 2Z131-24,963 20194.22,1W -60.0 +80.0 -110.0 -770.0 49' Custom Size 18,131•20.193 ISDD -110.0 Custom Size is. 131-18.130 +80.0 -it0.0 Custom Size 14.131-16.130 +W.O AVID Shortest 12.464. 14, 130 +800 -110.0 Equal4ite 25.777 +B0.0 -110.0 n Custom Size llew 24.731 -25.r8 20.844-24.130 +80.0 +80.0 -110.0 -110.0 nize 2D.131.20.543 +800 -110.D fze lShw.t 78.131-20.t30 +W.Ohe 16./31-1&190 +.,0 110.. ize 14.737 - t6 730 +60.0 -110.0 t2464-14.1W +W.0 -1110 EqualAte 31.984 +80.0 -110.0 Custom Size Standsm Pmlew 28,131-31,963 25.794-28130 +80.0 +80.0 -1100 -1100 Cuslan Size 24.131-25.793 +80.0 -110.0 63, Casten Sim 22.131 .24.130 +800 .110.0 Custom Size 20.131- 22.130 +80.0 -110.0 Custam Size 18.131 -2a 130 +80.0 -110.0 Custom Size 16.131-18.130 +80.0 -110.0 Shortest 13.194" - 16.130 +80.0 -110.0 Equal-Itte 38.464 +W.O -110.0 Custom Size 36.131 - 38463 +800 -110.0 76' Oustem Size Slandar0 PI011eN 34.1$1-36,130 W.994.34130 +80.0 +W.O I A10.0 ' -110.0 Custom Size 30.131-30.993 s00,0 -710.0 Custom Size 211.131 - W.7 W • W.11 ZEE -710.0 Shortest 2a t94•-28.iW Equal4ite 42.464 +80.0 7100 84' Custam Size 3B.131-42.463 +W.O -11D.0 Sta'"d Proven 64.184•-38.1W tW.D i-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: SUCK 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 -4SAO6 .090" SG 3/16• AN GLASS 30 3l16" A GLASS 26 112" NOM. EXTERIOR GLASS BITE a 74 3a GLASS TYPE 8 13fic NOM GLASS STACK .090" SG AIRSPACE 1W AN GLA t!8" HS GLASS 31 74 S@f OR IW NOW E UR GLASS SITE ®OR 5 70-73 GLASS TYPE10 13116" NOM. �`- GLASS STACK .090" SG AIRSPACE 118" TP GLASS 18" HS GLASS 31 l4 - "�OR 112" NOM. EXTERIOR GLASS SITE ®OR S 70T3 GLASS TYPE 12 BIAS" NOM. GLASS STACK '090" SG AIRSPACE 1/167 AN GLAS 1/8" HS GLASS 31 74 �0n 5 12' NOM. f%T. OR GLASSSITE a ®O]0.73 R 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. .090` SG 3/18' HS GLASS 30 3!18" H GLASS 26 12" NOM. GLASS BITE 74 34 GLASS TYPE9 �I Imo_ 13116" NOM. GLASSSTACK ,090" SG AIRSPACE 1/8" AN GLASS 3116" AN GLASS 31 74 12"NOM. EKTEglpR GLASS BITE >S oR 70-73 GLASS TYPE 11 13116* NOW GLASS STACK 090" SG AIRSPACE TP GLASS 3116' AN GLASS T4SA ORW NOht.EXTERASS *3, BITE ]0.73s®o 13 GLAS NOM. I GLASS STACK 09D' SG AIRSPACE 311W TP GLASS 118" HS GLASS 31 74 S R 1/2" NOM. c_xTERiOR GLASS SITE a 7P73 R GLASS TYPE 15 AN=ANNEALED TP-TEMPERED HS= HEAT STRENGTHENED u W 00 Y O �o } ^ 0 O a)aQ y C9 N z a Q O Z OIL OO ay Z U" 4C m � g • -� O ry = W 17 U U �Om 1 d F In ¢ J ¢ aM ma on > y F- � U Z S O � a LU Z tea 7r Tn LL O LLJ Q O Z 2 m Q O h W U J G_ _ N OO ea. ; .` YNN��'%�� '�..• �\CENSF• �C i * ; No. 58705 �0,�'.• SPAT.EF g, '17,,10NAI A LYNN MILLER, P.E. P.E.# 58705 I� B'LLEE77 I 'Anchor Quantities Required for "Through -Frame" Installation using Glass Types 84S Tlpt.TpWidth _ 10- 26' 33' 3r 41" 4S 4T 53.1/84 Jamb $ ffi _ m Jamb g ;; .� ¢ m Jamb m is g _+ ¢ C m Jamb K C m m Jamb .. ¢ m ai g o i0 I s m' Jamb m C m 8 Jamb o b Jamb = Bottom Sash Desod ion for Given Range Sash Height Range (in} 2d" Equal -tile 12164 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- to 15.964 112 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 31' Standard Proeew 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 12.464 - 12.993 2 2 1 2 2 1 2 2 1 2 2 2 -2 2 2 2 2 2 2 2 2 2 2 2 Equal -life 19.652 2 2 1 2 2 1 2 2 1 2 2 2,1 2 2 2 2 2 2 2 2 2 2 2 Standard Pradew 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 3&318" Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 7 2 2 T. 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 2 12 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Equal -fit. 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 21213121 Custom Size 20.131 - 22,953 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 Prornlew 16.594.20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 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 3 Custom Size 15. 131 • 16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 212 2 2 2 2 2 2 3 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1: 2 2 2 2 2 2 z 2 2 2 2 2 2 2 3 Shortest t2.464 - 14,130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 Equal -cite 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 Sae 22131 - 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 Pmom 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 CuiaM._ce 14.131 - 18.130 3 2 1, 3 2 1 3 2 1 1 3 2 3 2 2 3 2 2 3 2 3 3 2 3 Shoriesi 12.464-14.130 3 2 1 3 2 1 3 2 1 3 _2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Equal-Ilte 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 Custom Size 24.131 - 25.77fi 2 2 1 2 2 � 1 2 2 1 2 2 2 2 2 2 2 3 2 2 1 3 2 2 3 2 a Standard Provew 20.844-24.130 2 2 1 2 21 1 2 2 1 2 2 2 2 2 2 2 3 2 2) 3 2 2 3 3 Custom Sae 20.131 - 20.843 2 2 1 2 2 j 1 2 2 1 2 2 2 2 2 T 2 2 2 2 2 '< 2 3 3 F 50.576" Custom Size 18,131-20.130 3 2 1 3 2 1 1 3 2 1 3 2 2 3 2 2 3 2 2 3) 2 2 3 3 3 Custom Sae 16.131-18.130 3 2 1131 2 1 3 2 1 3 2 2 3 2 2 3 212 3 2 3 3 2 3 Custom Size 14.131-16.130 3 2 1 3121 1 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Shortest 12.464 - 14.130 3 2 1 3 2 1 3 '2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Equa[4,t. 31.984 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 20.131- 31.963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 1 3 3 4 3 Standard Pm'.iew 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, Gaston Sae 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 Sae 20.131 - 22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 Custom Sae 13.131 - 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 Sae 16.131 • 78,130 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 -4 3 4 3 Custom Sae 36.131 - 38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 Custom Size 34131 36130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 412 4 3 3 4 3 76' Standard Praiew 30.994 - 34.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 3 4 4 3 Custom Size 30.131 - 30.993 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 3 4 4 3 Custom Size 28.137 - 30.130 3 3 3 1 3 3 1 3 9 2 3 i 9 2 4 3; 3 4 4 3 Shodest 28.1944-28.130 4 a 2 1 a 2 1 4 4 33 4 3 3 Equal-lite 42.464 3 3 J31 4 1 3 4 1 3 3 413 3 5 3 84" Custom Size 38.131 - 42.463 3 3 4 1 3 41 3 ME 3 4 134 5 3Standard Prmiew 34.104• - 38.130 4 4 8 1 4 3 1 4 4 a 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 - 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) 8 3116" AN, .D9T SG, 3/1W AN 9 3116' HS..D9T SG, 3116' HS 10 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .099'SG, 118" HS 11 13/16" LIG: 1/8" AN CAP, AIRSPACE, 3/16" AN, .OW' SG, 3/16" AN 12 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/6" HS 13 13/16" LIG: 118" TP CAP, AIRSPACE, 3/16" AN, .09D" SG, 3116" AN 14 13/16" LIG: 3/16" AN CAP, AIRSPACE, 1/8" HS, .GW' SG, 1/8" HS 15 13116" LIG: 3116" TP CAP, AIRSPACE, 1/8" HS, .099' SG, 1/8" HS 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT i"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 MAXIMUM POSITIVE DESIGN PRESSURE OF+66 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. 1 ci 00 Y 3 O to 'nay w 0 m o O to U C7 N z H It Q O .0 M a to Z 'o LL O � W O =w W V w rhY 941G 1-- W .�-. ¢ Q Z aV Z -Z W m F LL O W Z Z 1aau = _Z Q O Z O O o s 2 U ti = Q Z Q (A arYr •usa:t s.,:a5 j♦♦♦♦tt,( LYNI//�'��, �=.rr'.• �CENSF' • �� ' * No.58705 • AVTF<[/� 0. 5!0IVA1- tic ♦♦ A LYhMAI MUM. P.E. P.EIF 58705 INSTALLATION OPTION 1 EDGE DISTANCE ANCHOREDTHROUGH FRAME INTO 2X WOOD .{ FRAME OR BUCKSTRIP. SEE NOTE 2, TIP TO TIP HEIGHT EXTERIOR a 1" WEEP NOTCH AT EACH END i FLANE.FRAMES.I-.- -' INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. -T---------T'--1 EMBEDMENT -- -t---� ! �•�— 1/4" MAX SHIM =: - r::: A Tii y��EMBED•\-{= -IMENT4 EDGE_III•-DISTANCE1/4"MAX 4 SHIM •- 1DISIBLE LIGH V69DTHBLLIGHTWIDTHSEE TABLE NOTE B, FOR18HEAD TYPE TYR ANCHOR TYPE,EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE, SEE 31 5 R 56 TABLE S. / 45 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE S. 13 �-- 53 USE EITHER 1- SWEEP LATCH t-- MIDSPAN OR 2 {— �> BOTTOM LOCKS I SASH .` VISIBLE LIGHT HEIGHT \ S .J OPTIONAL HI -RISE SILL SHOWN. SEE SHEET 10 FOR STANDARD SILL. 1/4" MAX. - _SHIM I .I NOANCHORS ° REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS VERTICAL SECTION B-B INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETFJCMU. SEE NOTE 2. THIS SHEET. 114" MAX SHIM 1 �-- SASH VISIBLE LIGHT WIDTH TIP TO TIP WIDTH EXTERIOR HORIZONTAL SECTION A -A V —�I 114" MAX. SHIM - DADE APPROVED MULLION. FBC �_ y COMPLIANT ALUMINUMISTEEL FRAMING y OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 8. INSTALLATION OPTION 4 7.1 ANCHORED THROUGH FRAME INTO METAL Anchor Substrate Min. Edge Distance Mn. Embedment P.T. Southern Pine (SG=0.55) 9116" 1-318" #12 Steel, Aluminum, 6063-TS min. 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 1/4" 410 SS Concrete (min. 3.35 ks) 1" 1-3/4' Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" CreteFlex P.T. Southern Pine (SG--0.55) 1" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-318" 1!4" Steel Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" UlUecon P.T. Southern Pine (SG 0.55) 1" 1-3/8« A)MIN. Vr 311V t,t.6CTUNU.nC Mc ......_.c. 8) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANIHOUFT.AT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) -UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES: EMBEDMENT EDGE 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 HEIGHT/2 - 3.73" HEIGHT(PROVIEW7 @FIXED LITE: TIP TO TIP HEIGHT/2 + 3.79' @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 1-12" 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 1-1/2'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 Y (n 7 w In Oz "O ;ac `- a0 w J [� ra Z ZO 0JO aF Z LL m o _ w r = w ()V o Z �g uam0 n 9"C 00 w v ¢ S LL O r N j Q Z W dY5 o j C0 X o w o r U J Z Q 2 1n °4 LLJ 'J53(J fii?J:tC LYNV No. 58705 O A OF C(7 ,(. •, %!S3 TONAL 1E?G`. A. LYNN MILLER. RE P.E.# 58705 INSTALLATION OPTION 1 EDGE ANCHOREDTHROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. --� 1 FIXED VISIBLE LIGHT HEIGHT FOR EQUAL -LEG FRAME INSTALLATION OPTION 2 ANCHORED THROUGH FRAME ----�{ DIRECTLY INTO CONCRETEICMU. ---• --- I ----_"I EMBEDMENT EMBED- 1/4" MAX SHIM ME T L\.; S EDGE „ DISTANCE -- 114" MAX SHIM FIXED VISIBLE I LIGHT WIDTH SEE TABLE 3 NOTE B, FOR 16 HEAD TYPE I TYP. ANCHOR TYPE, ,I EMBEDMENTAND . EDGE DISTANCE PER SUBSTRATE, SEE 31 R 58 TABLE 8. I TYR ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TAB�LEEgS. BUCK 13 r�— HEIGHT 63 USE EITHER 1 j SWEEP LATCH @ MIOSPAN OR 2 f Z BOTTOM LOCKS SASH VISIBLE LIGHT 5 HEIGHT \ EXTERIOR"^ < 15 ` 1"WEEP 42 7 NOTCH AT EACH END NO ANCHORS REQUIRED IN , FLANGE OR ,• EQUAL -LEG " FRAME SILLS VERTICAL SECTION B-B OPTIONAL HI -RISE SILL SHOWN. SEE SHEET10FOR STANDARD SILL. 114" MAX FOR F1 ;,N( INSTALLAVON'OPTION 3' ANCHORED THROUGH FRAME AND 1 BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1f4" MAX SHIM -+i SASH VISIBLE 17 it LIGHT WIDTH r BUCK WIDTH EXTERIOR HORIZONTAL SECTION A -A V �+— 114" MAX. SHIM DADEAPPROVED MULLION, FBC .NE'LIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE S. INSTAI i.ATION I EQUAL OPTION 4 LEGIBOX ANCHORED THROUGH FRAME FRAME INTO METAL SHOWN Anchor Substrate Min, Edge Min. Embedment Df to ce P.T. Southern Pine (SG=0.55) 9/16" 1-318" #12 Steel, Alurr inum, 6063-T5 nun. 318" 0.063" 18-8 or 410 SS Screw A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 rain. 318" 0.045" 18 Ga Concrete (min. 3.35 ksi) 1" 1-3/4" 114" 410 SS Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" CreteFlex P.T. Southern Pine (SG=0.55) 1" 1-3/8" Concrete (min. 2.85 ks)) 1" 1-318" 1/4" Steel lJttracon Ungrouted CMU, (ASTMC-90) 2-112" 1-1/4" P.T. Southern Pine (SG=0.55). 1" 1-3/8" A) MIN. OF 3 THHEAU5 BEYUNU I Ht Mt IAL SUBS I HA I t B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HEXIFLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES EMBEDMENT EDG• �E • DISTANCE 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: BUCK WIDTH -4,12" HEIGHT (EQUAL-LITE) BUCK HEIGHT2 - 3.23" HEIGHT (PROMEW) @FIXED LITE: BUCK HEIGHT2 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 S. 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 S. 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 ZX 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. > rA w o O 0 o O U) �- n sroto 0 f o O i u Z 0 J O a� W O Zu g n e n Uuxnip W r > a F Z 0 Z O O 2 0 c0 ® J W C7 Z K ;as;r5 rn p J O Z o U J 0 CO Wcl .s ;,as t,;lulrrll7 No.58705 a OP ;�NIAL 1��;•�• A LYNN MILLER, P.E. P.E.# 68705 EMBEDMENT 27 I FIXED VISIBLE LIGHT HEIGHT 1 FIN FRAMES EDGE 1 DISTANCE _L EDGE DISTANCE L1/4"MAX EMBEDMENT SHIM \\ TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. 14 43 BUCK 13 HEIGHT 63 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS SASH VISIBLE LIGHT HEIGHT i STANDARD SILL EXTERIOR 16 SHOWN. SEE 6 33 PREVIOUS SHEET FOR OPTIONAL 1"WEEP 42 { HI -RISE SILL TCH AT NOEND - 1/4" MAX NO: SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE -_��- -- EDGE DISTANCE DISTANCE PER SUBSTRATE,�� `-'----- SEE TABLE 9. (SCREWSHOWN) —") EMBEDMENT VERTICAL SECTION D-D 1/4" MAX SHIM 1/4" MAX. SHIM 1/4" MAX SHAM SASH VISIBLE LIGHT WIDTH FIXED VISIBLE LIGHT WIDTH BUCK WIDTH HORIZONTAL SECTION C-C DADE APPROVED MULLION, FBC — COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL.;'''?Y SUBSTRATE PROPERTIES, TALE 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 2-112" x .131" Common Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 2-112" x .145' Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 2-112" x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/6" 2.438 #10 Steel Tmsshead Screw or #12 Steel, 1" or 410 SS Screw P.T. Southern Pine (SG=0.55) 1/2" 1,375 0.125" Aluminum, 6063-TS min. 5/16" 0.125 0.050" A36 Steel 5/16" 0.05 0.0461(18 Ga) Steel Stud, Gr. 33 min. 5116' 0.045 A) MIN. OF 3 THREADS BEYOND THE METAL SU55I HAT E. EDGE n t _ .._. DISTANCE EMBEDMENT I- TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. (NAIL SHOWN) VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS 7 OR 8 FOR HI -RISE SILL) WIDTH @ SASH & FIXED LITE: BUCK WIDTH - 4.12" HEIGHT (EOVAL-LITE) BUCK HEIGH—jM - 3,23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHTf2 + 4.28" @SASH: BUCK HEIGHT/2-11.43" 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 S. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. W = = Co h o i� 77z 0 �re w C3, (1) 6 0 cV z d •- i, OO � Z O Z J O a n Z U"LLi S m t _ , G on W V w I� uHo,J t'- Q W J Q r tS'J o > t; Z c0i Z Z O 0 w Z y K Z_ Lag ¢ W O <L J ¢O Z p U 2 0 N U) J Z + 2.848" Ems- .062° 1.489 062" 1 O FLANGE FRAME HEAD 2.798' F1" 0 .062" OFLANGE FRAME SILL 2.848' 1.1 2.848" -+{ 2,112" .987" .062" O H AEDGRAL FIN FRAME O EQUAL LEG FRAME HEAD 1 2.799" -�i 2.798" -►� 3AW 2.341" .062' -�- I 062- d it t.tzs^ O EQUAL LEG FRAME SILL FLANGE FRAME SILL io J_ HI -RISE OINTEGRAL FIN FRAME SILL 2.273" --i 2.560" ,062" -� 2.724" O FLANGE FRAME JAMB 2.798" ,012" � 2.724" 1.125" 1- [ OINTEGRAL FIN FRAME JAMB 062" 2.724" O EQUAL LEG FRAME JAMB 2.798" -�I 2.798" -----I 3.008" 508" 4.133' .062' ,062" 1.11 1z EQUAL LEG FRAME SILL HI -RISE OINTEGRAL FIN FRAME f t SILL - HI -RISE s .120' 2.273" -� _170•� SILICONE HOT -MELT BUTYL STRUCTURAL POLYISOBUTYLENE 114" NOM. STRUCTURAL 3116" NOM. 2.772" j WITH SILICONE 2.105" I / FOAM WITH 2211" .062" DESICCANT /r� DESICCANT �� ✓% /� E 1 2.150' I .062" 062" 1.235" EXT. GLASS 1jl / , EXT. III+ I +I 1.300" I+- �;.% INT. GLASS �� INT. GLASS .052" 1.300" �-- .300" �- 70 KODISPACE 48G TIPS 71 SUPER SPAGERSPACER*N N XT °A 13 SASH TOP RAIL FIXED MEETING RAIL O SASH SASHHI-RIBOTTOM RAIL - fs E SASH BOTTOM RAIL f7 SASH SIDE RAIL ALUMINUM POLYISOBUTYLENE DESICCANT FILL 1446" +{ �-- REINFORCEMENT SEAL 5116"NOM. 1.522" •+�� 040" gI .634" .465" -� -� 61T' j �.496'f =1 ROLL -FORMED , SILICONE SEAL BUTYL 8 STAINLESS STEEL .627" ,pqp^ DESICCANT .813" P.802" .802' .802° .80T' FOAM I-- EXT. GLASS EXT. GLASS 1.370" .OTO" .070" + ,pq5^-►I�.-- .050" `/ I. INT. GLASS CI INT. GLASS HEADANfs COVER CHOR fa SASH STOP COVER ® IG BEAD zse IG SNAP BEAD O 5116" LAMI BEAD z7 7/16" LAM] BEAD 72 DURASEAL SPACER 73 XL EDGE SPACER LU z >ix (Y w O p 0] N oN ;c 1 ¢ O A¢ W Z Z o J o a Z LL � m= _ W ID ti = 00 o ®a v Leo 0 h LU r ¢ v pro I` > a Z Z 0 Z 2 LL O O ® W u U' VS z Z O O cwi = -1 X a LU . 11111"'/i Y�oNY �YNN��%,, '�' '' �\CENgF ••. C�� i No. 58705 �t7� •., SAT o ..... EN f',1! NAL L 111.�` A LYNN MILLER, P.E. P.EA 58705 1 #m PGT Part# Description Material' 1 642001 Head, Flange Alum. 6063T6 2 624017 Head, Integral Fin Alum. 6063-TB 3 624028 Head, Equal -leg Alum. 6063-T6 4 624004 Jamb, Flange Alum. 6063-TB 4A Jamb, Flange (Used For Alternate Radius Top Head) Alum. 6063T52 5 624020 Jamb, Integral Fin Alum. 6053-TB 5A Jamb, Integral Fin (Used For Alternate Radius Top Head) Alum. 6063T52 6 624031 Jamb, Equal -leg Alum. 6063-7M 6A Jamb, Equal -leg (Used For Alternate Radius Top Head) Alum. 6063-T52 7 624002 Sill. Flange Alum. 6063T6 8 624018 Sill, Integral Fin Alum. 6063-TB 9 624029 Sill. Equalaeg Alum. 6063-T6 10 1 624003 Sill, Hi -Rise, Flange Alum. 6063-TB 11 624019 Sill, Hi -Rise, Integral Fin Alum. 6063-TB 12 624030 Sill, Hi -Rise, Equal -leg Alum. 6063T8 13 624006 Sash Top Rail Alum. 60WA-T61 14 624005 Fixed Meeting Rail Alum. 6005A-T61 15 624012 Sash Bottom Rail - Hi -Rise Alum. 6063T6 16 624068 Sash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 6063T6 18 624051 Head Anchor Cover Alum. 6063T6 19 624015 Sash Stop Alum. 6063-T6 25A 624009 IG Bead Alum.6063T5 25B 6240.1-. IG Snap Bead Alum. 6063-T5 26 624013 5/16" Lami Beading Alum. 6063-TB 27 624026 7/16' Lam! Beading Alum. 6063-TB 30 6TP247 Glazing Bead, Bulb Vinyl for #624023 Vinyl 31 61PZ48 Glazing Bead, Bulb Vinyl for#624009 & #624011 Vinyl 32 724046 jSweep Latch (@ Top Rail) Cast Zinc 33 624049 Bottom Latch (@ Sill) Alum. 6063-T6 34 Setting Block (1/8" X1/2" X4") Neoprene 35A IG Setting Block (1/8" X 314" X 4") Neoprene 35B 724014 IG Snap Setting Block Vinyl 36 724044 Bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 38 721054 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 Rall Bulb Vinyl Polyethylene 43 Weatherstrip, .270" x .167". Fin Seal (@ MR) 44 67S16G Weatherstrip, .17D" X.270", Fin Seal (@ Sash Side Rail) 45 Weatherstrip, .170" X.187", Fin Seal (@ Top Sash Rail) 46 varies Balance with Corer & Trim Rigid Vinyl 51 781PSOX #8 X 1" PH SMS (Assembly) Stainless Steel 55 7834AA #8 X 314" Ph. PN SMS (Balance) Stainless Steel 63 Alum. Screen with Fiberglass Mesh Varies 70 - Komnlerling Kodispace 4SG TIPS See Sheet 71 Quanex Super Spacer nXT 10 for 72 Quanex Duraseai Spacer Materials 73 jCardinaIXLEdge Spacer 74 IDow 791, 899 or GE T700 Backtledding I Silicone 11 HEAD INTERIOR JAMB NOTES: 1) ALL CORNERS TO USE GASKETANDIOR SEALANT. 2) SOME PARTSfOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ...... ........ __ .___ ........ ... .... ........... _. ............. _.._........ ......... ... ... .... ..... _.... ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR). JAMB INTERIOR �1 FIXED MEETING RAIL SASH BOTTOM RAIL INTERIOR 39 Ica TABLE 10: MATERIAL PROPERTIES USED eurunoerc rei nu ennuc Material Min. Fy Min. F„ Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw Eleo UkraCon® 90 ksi 155 ksi 110 ksi 17T ksi 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6063•TS Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksj .ilh th, O Y w z o 3 awa F o O (0 N Uor zw O w M fn C O 0 Z O LL Z O ay ro o w w O r` = ui U U d tP v c ti � ` ocean �N ave W ¢ �Z0 Z = J 0 O m J w � ac C9 z 0 W jaJyr, O Q C-) o 0 U Q m N ttln null LYNIV �p ,.......... Mid , 't 1,10ENS�c ••, l� �� No. 58705 ITO�1F •�(/�: '3,S10NAL 0\\ � A LYNN MILLER. P.E. RE.# 58705