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HomeMy WebLinkAboutProduct Approval M IAM I•DADE ® MIAMI-DADE COUNTY PRODU • CT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SH7700A"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. QMIAWMFD�ADE COUNTY NOA No.18-0430.06 Expiration Dat Xugust 04 2 23 j!<O]I$ Approval Date: August 23,2018 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 04/23/18,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel rez . Product Contra Exa iner 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 "Trosifolg Ultraclear, Clear and Color PVIB 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 0 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'Per , E. Product Control E a ner NOA No. 18-0 30.06 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-2 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW �17-13I16"MAX.O,C� DESIGN PRESSURE RATING IMPACT RATING i)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 1B-3/8"MAX. VARIES PER GLASS TYPE, LARGE&SMALL MISSILE SEE SHEETS 2-5 IMPACT RESISTANT 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR et7t7 / 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 17-31.1MAX. �( 17-314" 52-1/8'MAX.BUCK WIDTH (17-1/4"BUCK)- I 991!2"MAX. APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE +I Mme' (9"MAX.BUCKJ 4-11/16"MAX. SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI B,SEE O.C. ) D.SEE - I 5'MAX.O.C. gpp�ed as complyingwUh 19a PER ANCHOR TYPE. SHEETS 8&9 SHEET io I FbritL Biding C A,SEE _ _ _ C.SEE 10AM 4)ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. SHEETS 8&s 1 SHEET 10 I N*4,1D*dlProdue C•ntml 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED) EQUALLY SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. SPACED /WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR) ANCHORS R T6& OR ARCHITECT OF RECORD,(AOR). I / 17-3/16"MAX.O.C. / O I I 84„ O 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORMAX. 83" _ STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. I TIP MAX. 8 INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING&FLASHING STRATEGY 12-1/16"MAX.O.C. TO BUCK FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND TIP X HEIGHT THE SCOPE OF THESE INSTRUCTIONS. EQUALLY SPACE135/16"MAXD x I I HEIGHT I �� ANCHORS PER - .D.C. 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS TABLES 6&7 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. I 5"MAX, J W 9-1/2"MA I _-� O.C. I / C > rn 7 (9"MAX,BUCK) DESIGN PRESSURES: w O nay i !Y A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTING AND GLASS PER t 0 �. 'T ASTM E1300. '4 } >> alo0 O Q B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE U' N i w lY NOANCHORSATSILL / a m O TESTING AND GLASS PER ASTM E7300. B D -- 07 a fn Z C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 53.118"MAX.TIP TO TIP WIDTH t"WEEP NOTCH 4-11/16"MAX. �1"WEEP NOTCH O LL O F W o AT EACH END AT EACH END =LLl(Q 5 � n 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO1/3%RESIST RES I N RE A E ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN FRAME SHOWN WITH w U W ®� oma o CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE ,oN HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR SHOWN WITH EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION 1—Z 00 .< WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO C3 j = F Z OM0 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE p to O TABLE B�1:ALLOWABLE GLOSS TYPES DP USER INSTRUCTIONS: ¢ �_ FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. Z 0 z Description(Listed from Exterior to Interior) Z > 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER Type Table# 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN Z W � CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING PRESSURE REQUIREMENT FROM ASCE 7. � _j O 1/8"AN .090"PVB 1/8"AN 2 = W JURISDICTION. 2 13/16"LIG:1/8"AN CAP,AIRSPACE,1/8"AN,,090"PVB,1/8"AN 2 N W a) 2)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW ® J 10)REFERENCES:TEST REPORTS FTL 18-7835.1&18-7835.2;ELCO ULTRACON NOA;ELCO 3 13116"LIG:1/8"TP CAP,AIRSPACE,1/B"AN,.090"PVB,1/8"AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN # 0 W CRETEFLEX NOA;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 4 1/8"HS,.090"PVB,1/8"HS 4 PRESSURE FROM TABLES 2-5.IT MUST EQUAL OR EXCEED THE = Z i— 1aay5 ANSIIAF&PA NDS&ALUMINUM DESIGN MANUALDESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING (1) O 5 3/16"AN,.090"PVB,3116"AN 4 Z OBTAINED IN STEP 1. 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 6 13116"LIG:3116"AN CAP,AIRSPACE,118"AN,.090"PVB,1/8"AN 4 0 _i p 7 13116"LIG:3/16"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6&7. Z O B 3/16"AN,.090"SG,3/16"AN 5 w W n FIGURE A:ALLOWABLE SASH CONFIGURATIONS AND SHAPES 4)INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 8 c7 _j Z U) 9 3116"HS,.090"SG,3116"HS 5 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN J W --�-{ WIDTH �---�{ WIDTH F� �� WIDTH ��— Q C7 .,. ,,T 10 13!16"LIG:1/B"AN CAPAIRSPACE1/8"HS, SG,1/8"HS 5 INSTALLATIONal Hl 'asap saua5 T1 11 13116"LIG:118"AN CAP,AIRSPACE,3/16"AN,.090"SG,3/16"AN 5 12 13116"LIG:1/8"TP CAP,AIRSPACE,1/8"HS,.090"SG,118"HS 5 PROCESS OR ALL FRAME TYPSURE ES((FLANGE,INTEGRAL FNG DETERMINATION IS IIN OR ` \\Ny LYNN\\111 ~ 13 13116"LIG:118"TP CAP,AIRSPACE,3116"AN,.090"SG,3/16"AN 5 S2 14 13116"LIG:3/16"AN CAP,AIRSPACE, 118"HS,.090"SG,1/8"HS_ 5 '�,•''VIGENSF'•LLJ .�( 13116"LIG:3/16"TP CAP,AIRSPACE, 118"HS,.090"SG,1/8"HS 5 N0.58705 C0 LX_1 *: i 1EZI iI �� SG=KURARAY SENTRYGLAS®INTERLAYER BY GENERAL NOTES.................................................1 _ � *= 1 CODES I STANDARDS USED: KURARAY AMERICA,INC. ELEVATIONS.........................................................1 "0 Y` — RECTANGULAR RADIUS-TOP RECTANGULAR PVB=KURARAY TROSIFOL®PVB INTERLAYER BY DESIGN PRESSURES I GLAZING DETAILS.......,2-4 �p r WITH EQUAL WITH PROVIEW WITH CUSTOM •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION KURARAY AMERICA,INC. O ST TE OF ' ANCHOR QUANTITIES..........................................5-6 LITE SASH SASH SASH -ASTM E1300-09 AN=ANNEALED �i� •'•F[ P,.•' INSTALLATION,FLANGEEG......................................7 � .... \ � •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION HS=HEAT-STRENGTHENED i S • '••••" ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED.SHAPES INSTALLATION,EQUAL LEG IN.............................6 NAL � ALUMINUM DESIGN MANUAL,ADM-2015 TP=TEMPERED //'ONAL i MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING •AISI 5100-12 INSTALLATION,INTEGRAL FIN............................9 1 II 1 111111 DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE •AISC 360-10 EXTRUSION PROFILES.........................................10 TABLES ON THE FOLLOWING SHEETS. ASSEMBLY&PARTS LIST....................................11 A.LYNN MILLER,P.E. P.E.#58705 TABLE 2: Bottom Sash SashDesign Pressure(Ibs/ftz)for Glass Types 1&2 Range Height for Given Range Range(In) Tip to Tp Width 18" 25" 33" 37• 41" 1 46' 1 49" 53-1/8" 24" Equal-lite 12.464 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1+65.0 1-80.0 +65.0 .80.0 Equal4ite 15.964 +65.0 -80.0 +65.D -80.0 +65.0 -80.0 1+65.0 -80.0 +65.0 80.0 +65.0 -80.0 1+65.0 1 -80.0 +65.0 -80.0 5/16"NOM. 31" Standard Protiew 12.994-15.963 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 I` I` GLASS STACK Shortest 12.464-12.993 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/8"AN GLASS 'Lppiwed as complying with tlw E ualaite 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 -60.0 - .090"PVB Fkrrirfe )r4ling Cod Yyo-�t Standard Proview 15.944-19.651 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -60.0 +65.0 80.0 118"AN GLASS Dot. So 38.3/8' Custom Size 15.131-15.943 +65.0 -80.0 +65.0 -110.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 30 HOAii Custom Size 14.131-15.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 80.0 +65.0 -80.0 +65.0 .80.0 +65,0 -80.0 ulamd D se P.& ontrol Shortest 12464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -60.0 +65.0 -80.0 26 Equalaite 22964 +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 -80.0 112"NOM. ✓'._ Custom Size 20.131-22 963 +65.0 -80.0 +65.0 1 -80.0 +65.0 1-80.0 1+65.0 -80.0 +65.0 1 A0.0 +65.0 -80.0 +65.0 -80.0 +65.0 E0.0 EXTERIOR GLASS SITE Standard Protiew 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 1 .80.0 +65.0 80.0 45' Custom Size 16.131-18.593 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +55.0 -80.0 +65.0 -80.0 75 Custom Size 15.131-16.130 +65.0 -80.0 +65.0 -80.0 -65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Custom Size 14.131-15.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -60.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 34 Shortest 12464-14.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.D -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 GLASS TYPE 1 Equal4ite 24.964 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 .80.0 +65.0 80.0 +65.0 80.0 +65.0 -60.0 +65.0 80.0 Custom Size 22131-24.963 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 Standard Pmi- 20.194-22130 +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 c3 tD Y 49' Custom Size 18.131-20.193 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80,0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 W K to Custom Slze 16.131-18.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 � w Custom Size 14.131.1&130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -77.6 ❑ y o 0 in Shortest 12.464-14.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -75.1 >- O Q 13116"NOM. Ur N z w al°0 w Equal-lite 25.777 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 GLASS STACK O F w O Custom Size 24.131-25.776 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 J t5 2 Z Z F: .090"PVB O J C) o_ti O 9 Standard Protiew 20.844-24.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 W CD W o AIRSPACE Z f0 m s r Custom Size 20.131-20.843 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 = o'cs v n F 50-518' 118"AN GLASS W ¢ Fg Custom Size 18.131-20.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +fi5.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 1/8"AN GLASS W U 00 ®J Custom Size 16.131-18.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -77.6 fKG1-,IS F-Z r Custom Size 14.131-16.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -75.1 0 w 2w F Shortest 12.464-14.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -73.9 5@OR Z �% o Z E ualJite 31.964 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 - F�CTERIOUr Custom Size 28.131-31.963 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -eD.O *65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -77.6 Z LL Standard Provlex 25.794-28.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -73.9 a 0 Custom Size 24.131-25.793 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 .72.7 m = IV 63" Custom Size 22.131-24.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -78.8 +65.0 .70.5 ® m J Custom Size 20.131-22.130 +65.0 .80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -77.1 +65.0 88.4 @0 R 0 Custom Size 18.131-20.130 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -75.4 +65.0 86.5 Z laays Custom Size 16.131-16.130 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -77.1 +65.0 -73.6 +64.7 84.7 GLASS TYPE 2 Shortest 13.194•-16.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -75.9 +65.0 -71.8 +65.0 88.2 +62.3 82.3 O = J O E ualaite 38.454 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 8 0.0 0.1) +65.0 8 +65.0 -80.0 +65.0 .80.0 +65.0 -73.9 F Z_ m n Custom Size 36.131-38.463 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -79.8 +65.0 -71.6 - w Fa-- _ Custom Size 34.131-36.130 +65.0 80.0 +65.0 8D.0 +65.0 -80.0 +65.13 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -77.9 +65.0 89.4 U J LL 76" Standard Protiew 30.994-34.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -75.4 +65.0 86.5 Q ❑ Custom Size 30.131-30.993 +65.0 80.0 +650 -80.0 +65.0 80.0 -65.0 80.0 +65.0 80.0 +65.0 -78.9 +65.0 -74.6 +65.0 85.6 a11!1 asap sauac Custom Size 28.131.30.130 +65.0 80.0 +65.0 .80.0 +65.0 80.0 +65.0 80.0 +65.0 -79.1 1+65.0 1 -75.3 +65.0 -71.9 +63.8 83.8 Shortest 26.194•-28.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -75.9 +65.0 -71.8 +65.0 88.2 +62.3 82.3 �,�`ANY LYNIy Equal4ile 42.464 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -77.9 +65.0 89.4 `� .• •'• �/ 84" Custom Size 38.131-42.463 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -60.0 +65.0 80.0 +65.0 -78.9 +65.0 -74.6 +65.0 85.6 �•' 1'10ENSF Standard Protiew 34.194•-38.1311 +65.0 -00.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.9 +65.0 -71.8 -65.0 -68.2 +62.3 82.3 Q.' ••13 No.58705 •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-49.606 //��(J/�p7- � MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 O ERT OF '•.'COR10P.•'' 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. 'NAL 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN=ANNEALED 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED A.LYNN MILLER,P.E. 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED P,E.#58705 TABLE 3: Bottom sash sash Heigh for Ghen Range Design Pressure(Ibsfftx)for Glass Type 3 Descriptionage Range(in) 71p to Tip Width 18" 25" 33" 37' 41" 45" 49' S3-IIB" 24" Equal-lite 12.464 +fi5.0 -80.0 x65.0 -80.0 +65.0 -80.0 +65.0 X0.0 +65.0 $0.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 GLAS NOM. Equal-lite 15.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS STACK 31" Standard P-iiw 12.994-15.963 +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 +65.0 -80.0 .090"PVB Shortest 12.464-12.993 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 AIRSPACE Equal-lite 19.652 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 118"TP GLASS 118"AN GLASS '%ppro,.d an complying with tu,, F1ori Brelding9 Standard Piodew 15.944-19.651 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 31 75 Dale 38-3/8" Custom Size 15.131-15.943 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 .�OAf.` �7 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 NlaOi Dade Product trot Shortest 12.464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 5�OR 5B 112"NOM. Equal-lite 22964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 EXTERIOR GLASS BITE Custom Size 20.131-22.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 Standard Protiew 18.594-20.130 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 45" Custom Size 16.131-18.593 -65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 70-73 _ Custom Size 15.131-16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +66,0 -80.0 +65.0 -80.0 35 OR 5B Custom Size 14.131-15.130 +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 GLASS TYPE 3 Shortest 12.464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 *65.0 -80.0 +65.D X0.0 *65.0 -80.0 +65.0 -80,0 +65.0 -80.0 Equal-lite 24.964 +65.0 -60.0 +65.0 -80.0 +65.0 A0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 Custom Size 22.131-24.963 +65.0 -80.0 +65.0 -80,0 +65.0 -80.0 +65.0 -eD.O +fi5.0 -80.0 +65.0 -80.0 +65.0 X0.0 +65.0 -80.0 Standard Pro4m 20.194-22.130 +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 -80.0 +65.0 -80.0 ti 00 Y 49" Custom Size 18.131-20.193 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -8D.0 +65.0 -80.0 j ? to Custom Size 16.131-18.130 +65.0 -80.0 +65.0 -80.0 +65.D -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 > w O Custom Size 14.131-16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 O r ,r tO w .- Shortest 12.464-14.130 +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 +65.0 -80.0 }r a'. a1°0 Q L Equal-lite 25.777 +65.0 -80.0 +65.0 -80.0 +65.0 A0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 0 N z. O 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.D -80.0 +65.0 -80.0 +65.0 -80.0 _j Z Z F Standard Prouew 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.D -80.0 +65.0 -80.0 +65.0 -80.0 Z LL C) am= LU 0 o Custom Size 20.131-20.843 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 =LL F 50.5/8 Custurn Size 18.131-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 W U ©� J umo,0 Custwn Size 16.131-18.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 A0.0 +65.0 $0.0 +65,0 -80.0 +65.0 -80.0 ♦-ZON Custom Size 14.131-16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 +65.0 -80.0 W < Q Okla r Shortest 12.464-14,130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Z m Z Equal-lite 31.964 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8D,0 +65.0 -80.0 +65,0 -80.0 +65.0 -80,0 Custom Size 28.131-31.963 +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 +65.0 -80.0 Z LL Standard Promew 25.794-28.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 O Custom Size 24.131-25.793 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 63" Custom Size 22.131-24.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ® W J Custom Size 20.131-22.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -78.0 u (.7 Z aa45 Custom Size 18.131-20.130 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 X0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 � Custom Size 16.131-18.130 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -73.8 Q Shortest 13.194'-16.130 +65.0 -80,0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -77.7 *65.0 -71.0 O J 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 +65.0 430.0 F Z m Custom Size 36.131-38.453 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 A0.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 w F = Custom Size 34.131-36.130 +65.0 -80.0 1+65.0 -80.0 +65.0 -80.0 1*65.0 -80.0 +65.0 1-80.0 +65.0 -80.0 +65.0 1 -80.0 +65.11 -79.1 U J LL y 76" Standard PrWew 30.994-34.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 Q 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 -80.0 +65.0 -80.0 +65.0 -74.8 aR7 °sa0 s!�a5 Custom Size 28.131-30.130 +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 -72.7 Shortest 26.194•-28.130 +65,0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -77.7 +65.0 -71.0 �.` �(LYN1111A1.�'�.,� Equal-lite 42.464 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.1 �\'t�.-'•IGEN.. 84" Custom Size 38.131-42.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -74.8 Com,•' L F •`�� Standard Prodew 34.194•-38.130 +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 -77.7 +65,0 -71.0 \ �' •P Na.58705 •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 •�13 • rfir MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 • ST T ;• (4\ i CCS•'•'40R%DP•.•'•G\=� 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. ,S CONAL 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN=ANNEALED 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED A.LYNN MILLER,P.E. 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED p,E.#MILLER. TABLE 4: TABLE 5: Design Pressure(lbslft2)for Glass Types 4.7 5/16'NOM. Design Pressure for Glass T pes 8-15 3116"AN GLASS 3116"HS GLASS Bottom Sash Ti To T I` GLASS STACK Bottom Sash Tp To Tp .090"SG .090"SG P P Sash Height Description Sash Height Width 118"HIS GLASS Description Width 30 3116�AM GLASS 30 3116"H GLASS .09U'PV8 Range(In) 111y Range(In) for Ghen Range for Ghen Range 53-1la" 1/8"H GLASS R9 53-118" 26 26 30 24" Equal-lite 12.464 +80.0 -110.0 1/2'NOM. 12"NOM. 24" EquaNlte 12464 +65.0 -80.0 26 Equal-lite 15.964 +80.0 -110.0 GLASS BITE GLASS BITE Equal411e 15.964 +65.0 -80.0 12"NOM. EXTERIOR EXTERIOR 31" Standard ProNew 12.994-15.963 +65.0 .80.0 GLASS BITE 31" Standard PR New 12.994-15.963 +80.0 -110.0 a a Shortest 12.464-12993 +65.0 -80.0 EXTERIOR Shortest 12.464-12.993 +80.0 -110.0 74 74 Equal-lite 19.652 +65.0 -80.0 `r Equal-lite 19.652 +80.0 -110.0 34 34 4pprwed 0.0 complying wftb 011- 74 lti 74 Standard ProNew 15644-16.651 +Bo.1) -110.0 GLASS TYPE 8 GLASS TYPE 9 Plor B)1Lding C, c Standard ProI 15.944.79.651 +65.0 -80.0 34 Bate 383/8° Custom Size 75.131-15.943 +65.0 -80.0 GLASS TYPE 4 38-318" Custom Slze 15.131-15.943 +80.0 -110.0 xpAB Custom Size 14.131-15.130 +65.0 -80.0 Custom Size 14.131-15.130 +80.0 .110.0 Imo_ 13116"NOM. f 13116"NOM. N W Dade Pmduct Control Shortest 12.464-14.130 +65.0 -80.0 Shortest 12.464-14.130 +80.0 -110.0 GLASS STACK GLASS STACK 7/16°NOM. .090"SG .090"SG E ual-lite 22964 +65.0 .80.0 Equal-der 22.964 +80.0 -110.0 AIRSPACE111 q GLASS STACK AIRSPACE-­ Custom IRSPACE Custom Size 20.131-22 963 +65.0 -80.0 Custom Size 20.131-22963 +80.0 -110.0 118"AN GLA 1/B"HIS GLASS 1/8"AN GLASS 3/16-AN GLASS 3116"AN GLASS Standard Provew 18.594-20.130 +80.0 -110.0 31 74 31 74 Standard Pnriew 18.544-20.130 +65.0 -80.0 .090'PVB 45" Custom Size 16.131-18.593 +65.0 .80.0 3O 3/1�GLASS 4S' Custom Size 16.131-18.593 +80.0 -110.0 Custom Size 15.131-15.130 +65.0 -80.0 27 Custom Size 15.131-16.130 +80.0 -110.0 �R 5 12"NOM. ®OR 5 12"NOM. o Custom Size 14.131-15,130 +65.0 -BO.0 12'NOM. Custom Size 14.131-15.130 +80.0 -110.0 EXTERIOR GLASS BITE EXTERIOR GLASS BITE .N Shortest 12464-14.130 +65.0 -80.0 EXTERIOR GLASS BITE Shortest 12.464-14.730 +80.0 -110.0 (i] Equal-lite 24.964 +65.0 790.0 Equal4its 24.964 +80.0 -110.0 Custom Size 22.131-24.963 +65.0 -80.0 74 Custom Size 22.131-24.963 +80.0 -110.0 ®OR 5 70.73 ®OR 5 70-73 Standard ProNer 20.194-22.130 +65.0 -80.0 34 Standard Provew 20.194-22.130 +80.0 -110.0 GLASS TYPE 10 GLASS TYPE 11 49" Custom Size 18.131-20.193 +65.0 A0.0 GLASS TYPE 5 49" Custom Size 18.131-20.193 +80.0 -110.01111 z Y Custom Size 16.131-18.130 +85.0 -80.0 Custom Size 16.131-18.130 +80.0 -110.0 13116"NOM. 13/16"NOM. w O 'naa Custom Slze 14.131.16.130 +65.0 -80.0 �f 13/16"NOM. Custom Size 14.131-16.130 +80.0 -110.0 GLASS STACK GLASS STACK 0 V O c Shortest 1 72.464-14.130 +65.0 -80.0 I GLASS STACK Shortest 12.464-14.130 +80.0 -110.0 ,090"SG O .- ' E ual-lite 25.777 +a0.o -110.0 AIRSPACE AIRSPACE 090"SG ?• 0100 Equal-lite 25.777 +65.0 -80.0 .090"PVB = q 1/8"TP GLASS (D N =w Of = AIRSPACE Custom Size 24.737-25.776 +BD.o -710.0- 1!8"HS GLASS 1/8"TP GLASS 3116"AN GLASS F w � Z Custom Size 24.131-25.778 +65.0 A0.0 a F Standard Provew 20.844-24.130 +65.0 -80.0 3/16"AN GLA 1/6"AN GLASS Iz Standard Pm%im 20.844-24.130 +80.0 -710.0 31 74 31 74 O J O a 0.i W O V Custom Size 20.131-20.843 +65.0 -80.0 31 74 n Custom Size 20.131-20.643 +80.0 -110.0 OR 7* oR 5 Z- f,0 m= ' O 50.Etr �-�B" ® 1/2"NOM. ® 12" M. o c� Custom Size 18.131-20.130 +65.0 -80.0 5®OR SB Custom Size 18.131-20.130 IWO -110.0 EXTERroR GLASS BITE EXTERIOR GLASS BITE U W � ¢ -J X8 r Custom Size 16.131-10.130 +65.0 -BOO 12'NOM. Custom Size 16.131-18.130 +80.0 -110.0 (T� w U 6 ®� J "0 EXTERIOR GLASS BITE Custom Size 14.131-16.730 +80.0 -t 10.0 V" F- 7 Z 2¢ JON Custom Size 14.131-16.130 +65.0 -80.0 0/40 Shortest 12.484-144130 +65,0 -80.0 Shortest 12.464-14.130 +80.0 -110.0 70.73 7473 n� V ~ Equal-lite 31.964 +65.0 -80.0 70-73 Equa411te 31.964 +80.0 -170.0 ®OR 5 GLASS TYPE 12 ®OR 5 GLASS TYPE 13 Z c0i Z Custom Size 28.137-31.963 +65.0 410.0 @OR 5 Custom Size 28.131-31.963 +80.0 -110.0 .� GLASS TYPE 6 (� Standard ProNew 25.784-28.130 +65.0 -80.0 Standard Provew 25.794-28.130 +80.0 -110.0 Z � Custom Size 24.131-25.793 +65.0 410.0 Custom Size 24.131-25.793 +80.0 -110.0 13/16"NOM. L 13/16"NOM. 0 63" Custom Size 22.131-24.131) +65.0 -80.0 13/16"NOM. 63" Custom Size 22.131-24,130 +80.0 -110.0 GLASS STACK I GLASS STACK m 2 .090"SG .090"SG J Custom Size 20.731-22.730 +05.0 410.0 GLASS STACK Custom Size 20.131-22.730 +80.0 -110.0 AIRSPACE AIRSPACE Custom size 18.137-20.130 +ss 0 -80.0 AIRSPACE .090'PVB Custom Size 18.131-20.130 +80.0 -110.0 3116"AN GLAS 1/8"HS GLASS 3/16"TP GLASS 118"HS GLASS Custom Size 16.131-18.130 +65.0 -80.0 3116"TP GLASS Custom Size 16.131-18.130 +80.0 -110.0 Z 10.0.45 1!8"AN GLASS31 74 31 74 1n Shortest 13.184'-16.130 +65.0 -80.0 31 �74 Shortest 13.184'-18.130 +80.0 -110.0 Q Equal-lite 38.464 +65.0 480.0 Equal•lite 38.464 +80.0 410.0 ®OR 5 1!2'NOM. ®OR 5 12"NOM. < j J p Custom Size 36.131-38.463 +65.0 -80.0 GOR 5 12"NOM. Custom Size 36.131•38.463 +80.0 -170.0 EXTERIOR GLASS BITE EXTERIOR GLASS BITE r Z M O Custom Size 34.131-36.130 +65.0 -80.0 EXTERIOR GLASS SIT Custom Size 34.131-36.130 +80.0 -110.0 /ti 76" Standard Provew 30.994-34.130 +65.0 -80.0 78" Standard Preview 30.994-34.130 +80.0 -110.0 fir-' Y� U a N Custom Size 30.131-30.993 +65.0 -80.0 Custom Size 30.131-30.993 +80.0 -110.0 ®OR 5 70.73 ®OR 5 70,3 Q Custom Size 28.131-30.130 +65.0 -80.0 OR 5 70.73 Custom Size 28.131-30.130 +80.0 -110.0 GLASS TYPE 14 GLASS TYPE 15 uPll 060.0 sauRS Shortest 26.194'-28.130 +65.0 -BO.O GLASS TYPE Shortest 26.194'-28.130 +80.0 -110.0 Equal-lite 424fi4 +65.0 -80.0 Equal-Ilte 42.464 +80.0 -110.0 LYN/(/ 84' Custom Size 38.131•42.483 +65.0 -80.0 1.. Custom Size 38.131-42463 +80.0 -110.0 `� '% ��' \CEN �( Standard ProNew 34.184'-38.730 +86.0 -80.0 Standard Provew 34.194'-38.130 +80.0 •110.0 �,•' \• 9F ���i •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 Q.' '•� MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 ,k.: No.58705 = 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 - 7SATRIF �441: i CCs•'•F(ORIDP.•'G\? 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, s 0I_ NA \�N 3`\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN=ANNEALED 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED A.LYNN MILLER,P.E. 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED p,E.#58705 TABLE 6: Anchor Quantities Required for Tip to Tip Width "Through-Frame"Installation 18" 25" 33" 37" 41" 45' 49" 53-1/8" usingGlass T s1-7 Jamb Jamb Jamb Jamb Jamb Jamb Jamb �11- 24" Bottom Sashg grSash HeightDescriptionn e m o6r Ghen Range g ( ) B - - - m - TABLE 6B: Q m ¢ m ¢ m ¢ m ¢ m Equal-lite 12-464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Glass Description(Listed from Exterior to Interior) Equal-lite 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Type ,4p?rosed as cvniplyimg v Iib lie' 31" Standard Prouew 12.994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 1/8"AN,.090"PVB,1/8"AN ¢7nAd B)rylln8 C Shortest 12.464-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13/16"LIG:1/8"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN Data Equal-lite 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .:OAK q 3 13/16"LIG:1/8"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN 1/liewl Dude Product Control Standard Prouew 15.944-19.651 2 2 1 2 z 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 1/8"HS,.090"PVB,118"HS 38-3/8" Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 5 3116"AN,.090"PVB,3116"AN Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 z 2 2 2 2 2 2 2 z 2 2 2 6 13/16'UG:3/16"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1l8"AN Shortest 12.464-14.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 13116'LIG:3/16"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN Equal-lite 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 20.131-22.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 - Standard Proi- 18.594-20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 45" Custom Size 16.131-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 15.131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Equal-lite 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 lL z W Y � (n Custom Size 22.131-24.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard Prom" 20.194-22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 O 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 O N O � Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 >N i w atop Q Custom Size 14.131-16.13D 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 0 M a m to Z .- Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 O W G Z crop mx - n Equal-lite 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 aro v n =n Custom Size 24.131-25.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 (.0(.5 o Standard Prouew 20.844-24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 W Z , rs< J 'oN 50-518' 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 ; ,� Y 9h10 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 o. fn Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 O Z 00 Z W Custom Size 14.131-16 130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 �- Z m LL Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 5 F O Equal-lite 31.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 u, = ui Custom Size 28.131-31.963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 ® N W Standard Prodew 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 Z a Custom Size 24.131•25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z Q 1a 45 63" Custom Size 22.131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 j O Custom Size 20.131-22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 LL C� Q Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 O O � p Z 0 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 = r Shortest 13.194•-16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 U V _ Equal-lite 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 Q Z U) 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 a11'J � ap saua5 Custom Size 34.131-36.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 76" StandardProtiew 30.994-34.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 �`` NYILYNIy��''�,, Custom Size 30.131-30.993 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 28131-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 1`%'���•'tG Shortest 26.194'-28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 3 2 •• F '•�� Equal-lite 42.464 3 4 1 3 4 1 3 4 1 3 4 2 3 a 2 3 4 2 3 4 2 3 4 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, ••.'p Ba" Custom Size 38.131-42.463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE _* NO.58705 WINDOW SIZE. - *- Standard Prodew 34.194•-38.130 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 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. UAT MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 %�O •. MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE �s•.,F[ORIDP.•''G � MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. �i S '••••••' \? f \\` 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN IONAL PRESSURE OF.65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A.LYNN MILLER,P.E. P.E. 58705 TABLE 7: Anchor Quantities Required for Tip to Tip Width "Through-Frame"Installation 18" 25° 33" 11 37" 1 41° 1 45" 1 49" 53-118" usina Glass Tvoes 8-15 Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb C K d K w K K C w ` 011 ` d' K `m e: 13 D: w Bottom Sash ' E w fSash HeighDescription oRange(n)for Gisen Range o _ 0 -6 B - a o¢ m ¢ m ¢ m ¢ m ¢ m ¢ m ¢ m TABLE 7B: 24" Equal-lite 12.464 1 21 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Glass Equal-lite 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 type Description(Listed from Exterior to Interior) APp+o'?�trr lmmp)yIttg�rilL tM Fie H ding ode 31'• Standard Protiew 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 owa Shortest 12.464-12.993 2 2 1 2 z 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 B 3116"AN,.090"SG,3/16"AN 9 3/16"HS,.090"SG,3116"HS MO's Equal-lite 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 51tAW1 et'ro9dct Celttrb§ Standard Prouiew 15.944-19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 10 13/16"LIG:1/8"AN CAP,AIRSPACE,1/8"HS,.090"SG,1/8"HS 38-318" Custom Size 15.131-15,943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11 13116"LIG:1/8"AN CAP,AIRSPACE,3116"AN,.090"SG,3/16"AN t Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 13116"LIG:1/8"TP CAP,AIRSPACE,1/6"HS,.090"SG,1/8"HS Shortest 12.464-14.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13 13/16"LIG:118"TP CAP,AIRSPACE,3/16"AN,.090"SG,3116"AN Equal-lite 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 14 13116"LIG:3116"AN CAP,AIRSPACE, 1/8"HS,.090"SG,1/8"HS 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 15-113f16-LIG:3116"TP CAP,AIRSPACE, 1/8"HS,.090"SG,1/B"HS Standard Prmlew 18.594-20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 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 p Custom Size 15.131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Shortest 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 3 Equal-lite 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 W z 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 w p naa Standard ProNew 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 U m V' U 49" Custom Size 18.131-20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 V7 2 u O Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 6 1 z w a1 U Q 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 P�•7 u U Z 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 _ LU Z O Equalaite 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 Z LL , o C=7 ' O = v n _a 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 („)U O p F RUO F- Standard Prouew 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 LU Z 00 i¢ J u oN Custom Size 20.131-20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 o W .. Q 9M0 F. 50-5/e" Custom Size 18.131-2D.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 11> }a U Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Z [a Z W Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 (� m 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 LL Equal4ile 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 7 ~ O o LU f0 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 ® m W Standard Prosiew 25.794-28.13D 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 # 1- Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 Z Z hays 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 U Custom Size 20.131-22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 LL Cy Q Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 3 O w p Z 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 3Iz 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 U U 2 Equal-lite 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 J Z fn Q Q Custom Size 36.131-38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 ai1i1 �saU s uas 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 Pro4ew 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 `t 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 `�0 NY LYNN '1i1 �0 ........• /Llj! Shortest 26.194'-26.130 4 2 1 4 2 1 4 2 1 4 2 2 4 3 2 4 3 2 4 3 3 4 3 3 � '� LICENSE '•.� Equal-lite 42.464 3 4 1 3 4 1 3 a 1 3 4 2 3 4 2 3 4 2 3 4 3 3 5 3 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, Q=.'- :fC� 84" Custom Size 38.131-42.463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 4 4 3 4 5 3 SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE - No.58705 WINDOW SIZE. Standard ProNew 34.194'-38.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 4 - •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. --D •' MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 T` � MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE ���'• MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. •'c<ORIDp`, N��� 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN IONAL PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A.LY4A MIUW P.E. P.E.#58705 INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCEr —T---- ------r--1 SEE NOTE 2,THIS SHEET. ANCHORED THROUGH � EMBEDMENT � EMBEDMENT FRAME INTO 2X WOOD 1/4"MAX SHIM 1/4"MAX SHIM FRAME OR BUCKSTRIP. I I SEE NOTE 2,THIS SHEET. =DI I EMBED- 4 SASH VISIBLE 17 —( MENT EDGE " LIGHT WIDTH EDGE DISTANCE DISTANCE �pBmtle,l ae sneapiyiaP,xlfh tlu: --1— I— - 1/4"MAX SHIM dot FIXED Co VISIBLE ° X'�3 na+Fa Product atml L-- — ----L LIGHTWIDTH CJI 1 SEE TABLE NOTE B,FOR 18 HEAD TYPE -RO FIXED TYP.ANCHOR TYPE, qq VISIBLE EMBEDMENTAND , EDGE DISTANCE PER LIGHT SUBSTRATE,SEE HEIGHT TABLE 8. 31 5 OR SB 1 32 r TIP TO TIP WIDTH — - TYP.ANCHOR TYPE, EXTERIOR EMBEDMENTAND 0 00 2 TYP.ANCHOR TYPE, HORIZONTAL SECTION A-A EDGE DISTANCE PER LU i In 45SUBSTRA E EMBEDMENT AND EDGE 15 B. Q !yo 0 °aa DISTANCE PER SUBSTRATE, AB E 14 SEE TABLE 8. 1/4"MAX.SHIM >-n o 8 71o0 O VISIBLE LIGHT FORMULAS: O a y O 46 55 DADE APPROVED MULLION,FBCO HI-RISE SILL;SEE J a Z Z (SHOWN FOR H I COMPLIANT ALUSHEET 9 FOR STANDARD SILL)MINUMISTEEL FRAMING O J O O TIP 43 OR STEEL STUD.MAY BE VERTICAL OR Z lL co o gIt- TO 13 HORIZONTAL.SEE SUBSTRATE WIDTH U Lu O' R J TIP 83 USE EITHER 1 PROPERTIES,TABLE 8. @ SASH 8 FIXED LITE:TIP TO TIP WIDTH-5.12" FW-Z 00 =a J uMc�O ov HEIGHT SWEEP LATCH @W Q 9M0 O MIDSPAN OR 2 HEIGHT(EQUAL-LITE) t`> BOTTOM LOCKS TIP TO TIP HEIGHT/2-3.73" Z 0 Z _ SASH >INSTALLATION HEIGHT(PROVIEW) (7 VISIBLE OPTION 4 LIGHT ANCHORED THROUGH @FIXED LITE:TIP TO TIP HEIGHT/2+3.78" O @SASH:TIP TO TIP HEIGHT2-11.93" = t` ® Z HEIGHT FRAME INTO METAL HEIGHT(CUSTOM SASH) J O @FIXED LITE:TIP TO TIP HEIGHT-SASH HEIGHT-3.55" # O ~ Z U ;a qs @SASH:SASH HEIGHT-4.60" ? W U) EXTERIOR TABLE 8: < 2 X Q ?1 33 Anchor Substrate Min.Edge Min.Embedment NOTES: o z CW7 0 to Distance 15 P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON O J OPTIONAL HI-RISE #12 Steel, TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q ILL SILL SHOWN.SEE Aluminum,6063-T5 min. 3/8" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF .4a -.0 v�� s 42 18-8 or 410 1"WEEP SHEET 10 FOR A36 Steel 318" 0.063" THE WINDOW. NOTCH AT STANDARD SILL. SS Screw 1 I I I I I 1 1 EACH END Steel Stud,Gr.33 min. 3/8" 0.045"(18 Ga) 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE �``���1Y LYNN 1 i/4"MAX. 8.ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE �` _SHIM Concrete(min.3.35 ksi) 1" 1-3/4" F. /��i 114"410 SS CONSIDERED iX INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL .•'•L%CENT ' �— CreteFlex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS Q�' P.T.Southern Pine SG=0.55) 1" 1-3/8" DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS NO.58705 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER = NO ANCHORS CODCfete(min.2.85 ksl) 1" 1-3/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND - u REQUIRED IN 1!4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR "0 FAO UngroutedCMU,(ASTMC-90) 2-1/2" 1-1/4" .-A ��` FLANGE OR ° •, UAracon ARCHITECT OF RECORD. EQUAL-LEG •, P.T.Southern Pine SG=0.55) V. 1-3/8" 3)VISIBLE LIGHT WIDTH OR HEIGHT ��� •'.c�OR1DP.•'' \��` FRAME SILLS ° A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. (ALSO REFERRED TO AS % S , `\(J\� 8)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAN/HEX/FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. ��� v`\ VERTICAL SECTION B-B C)ALLANCHORS IN THE OWABLE NAL. �`t/ S�O111 1 1111111 NGROUTEDCMU'VALUES MAY BUSED FOR GROUTED CMU APPLICATIONS. \ A LYNN MILLER,P.E. P.E.#58705 INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME EDGE DISTANCE I DIRECTLY INTO CONCRETE/CMU. FH BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 r —T--- F------T---1 SEE NOTE 2,THIS SHEET. ANCHORED THROUGH -__��f �=1 EMBEDMENT BEDMENT FRAME INTO C WOOD �+--- 1/4"MAX SHIM 1/4"MAX SHIM �•-I FRAME OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. EMBED- l VISIBLE `I 17 ° -�-- MENT EDGE „ T WIDTH 'I DGE #'N�rOY4d 83 C6Ot1�1p�t�1ffi �-- DISTANCE 01 NCE M(etldu U/ad!n3 1/4"MAX SHIM - 19 1 O�Aa 27 FIXED VISI 1 N m{Dade Pmdu GftW L_- _ �____L__J ° LIGHTWI SEETABLE 3 NOTE BFOR HEAD TYPEn.v.i.nr,n. TYP.ANCHOR TYPE, 44 FIXED EMBEDMENTAND ° VISIBLE EDGE DISTANCE PER LIGHT HEIGHT SUBSTRATE,SEE 31 5 R 5 m TABLE B. 6 B 'Z TYPE, 32 TYP.ANCHOR TYPE, EXTERIOR HORIZONTAL SECTION A-A EMBEDMENT AND K Y EDGE DISTANCE PER W ? rn 45 EMBEDMENT AND EDGE '� SUBSTRATE,SEE w o 3: DISTANCE PER SUBSTRATE, TABLE 8. Of �p - O 14 SEE TABLE 8. }r o O 1/4"MAX.SHIM VISIBLE LIGHT FORMULAS: p v ?w Q O 46 55 (SHOWN FOR HI-RISE SILL;SEE J a Z Z 43 SHEET 9 FOR STANDARD SILL) O LL 0 m s 111 0 DADE APPROVED MULLION,FBC =LI o p 6 1, BUCK 13 COMPLIANT ALUMINUM/STEEL FRAMING WIDTH U U 0 ®� o HEIGHT 63 USE EITHER 1 _ OR STEEL STUD.MAY BE VERTICAL OR @ SASH 8 FIXED LITE:BUCK WIDTH-4.12" W Z Co i< J SWEEP LATCH @ HORIZONTAL.SEE SUBSTRATE W 'r �^ Q 7M0 -r-T— MIDSPAN OR 2 PROPERTIES,TABLE 8. HEIGHT(EQUAL-LITE) r? a F- t !< BOTTOM LOCKS BUCK HEIGHT/2-3.23" Z p Z _ SASH INSTALLATION HEIGHT(PROVIEW) p U VISIBLE EQUAL OPTION 4 Z u_ F@FU(ED LITE:BUCK HEIGHT12+4.28" � Z � LIGHT ) LEGIBOX ANCHORED THROUGH HEIGHT ) @SASH:BUCK HEIGHT12-11.43" = O Qp }} FRAME FRAME INTO METAL ® W U SHOWN HEIGHT(CUSTOM SASH) J ILU @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" Z Cn �aayS EXTERIOR @SASH:SASH HEIGHT-4.60" N X TABLE 8: < V` 33 Anchor Substrate Min.Edge in.Embedment NOTES: Z n 12 Distance g < 2 15 P.T.Southern Pine(SG--0.55) 9/16" 1-31$" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON O J C7 U) 8 OPTIONAL HI-RISE #12 Steel, TABLE S.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q W SILL SHOWN.SEE Aluminum,6063-T5 min. 3/8" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF ani .�sa0 se�,e 1"WEEP 42 SHEET 10 FOR 18-$Or 410 THE WINDOW. S NOTCH AT STANDARD SILL. SS Screw A36 Steel 3/8" 0.063" EACH END 1/4"MAX Steel Stud,Gr.33 min. 3/8" 0.045" 18 Ga 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2"THICK ARE TO BE �SHIM 1/4"410 SS Concrete(min.3.35 ksi) 1" 1-3/4" 8.ALL WOOD BUCKS LESS THAN 1.1CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL fro' EN --�—_ CreteFlex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" If UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS P.T.Southern Pine(SG=0.55) 1" 1-3/8" DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1XAND 2X BUCKS No.58705 *_ NO ANCHORS (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER Concrete min.2.85 ksi 1" 1-3/$" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND REQUIRED IN ( ) - 1l4"Steel — FLANGE OR .• ° Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR �j ZvY EQUAL-LEG ° aCOn P T.Southern Pine SG=0.55 1" 1-3/8" ARCHITECT OF RECORD. �� •. S :•(��\ FRAME SILLS ( ) 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS (� ''•F ORIDP,.•' ' ° A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. � B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAN/HEX/FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. �777S,S ••' G�� VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. 777/CONAL IEN C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,P.E. P.E.#58705 INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE —I� EDGE DISTANCE nn "� DISTANCE EMBEDMENT II I I O EDGE U Com} DISTANCE 1/4"MAX SHIM 1/4"MAX SHIM 5 SASH VISIBLE 17 0ppra,�m--plyingwith rtw Imo_ LIGHT WIDTH let@ gl�8 EMBEDMENT Vale s 19 „ 27 lRaJs'roduea - �1/4"MAX EMBEDMENT FIXED VISIBLE ,.J 2 SHIM LIGHT WIDTH Mtn . 11 4- 30 18 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE M FIXED DISTANCE PER SUBSTRATE, 44 VISIBLE SEE TABLE 9. - LIGHT —j HEIGHT I j 5 OR 5B 5 32 If BUCK WIDTH TYP.ANCHORTYPE, HORIZONTAL SECTION C-C EMBEDMENT AND EDGE W z 45DISTANCE PER SUBSTRATE,SEE w ^O� DADE APPROVED MULLION,FBC TABLE 9.(NAIL SHOWN) p (n COMPLIANT ALUMINUWSTEEL FRAMING �-r o atop O 14 1/4"MAX.SHIM —�{ {� O N Z w C OR STEEL STUD.MAY BE VERTICAL OR •c{ vi O HORIZONTAL.SEE SUBSTRATE -1 i z Z Z O o m o PROPERTIES,TABLE s. VISIBLE LIGHT FORMULAS: zLL � m= g n � 43 BUCK 13 (SHOWN FOR STANDARD SILL;SEE U W ,tg HEIGHT 63 USE EITHER 1 SHEETS 7 OR 8 FOR HI-RISE SILL) Lu Z 05 a J #10 OR#12 STEEL W — c� < 0M0 SWEEP LATCH @ WIDTH p I. MIDSPAN OR 2 46 55 SELF-DRILLING 1` H @SASH 8 FIXED LITE:BUCK WIDTH•4.12" - BOTTOM LOCKS SMS(G5),SEE TABLE 9. p Z O1 ao Z SASH HEIGHT(EQUAL-LRE) '- BUCK HEIGHT2-3.23" CO L—D LL VISIBLE INSTALLATION LIGHT _ ~ O HEIGHT I OPTION 7 HEIGHT(LITE:BUCK co W W rn @FIXED LITE:BUCK HEIGHT2+4.28" ® J U) ANCHORED THROUGH @SASH:BUCK HEIGHT/2-11.43" O X INTEGRAL FIN INTO METAL Z Z laayg HEIGHT(CUSTOM SASH) � @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" G U' STANDARD SILL J Q EXTERIOR 16 SHOWN.SEE @SASH:SASH HEIGHT-4.60" o 33 PREVIOUS SHEET r= Z o B FOR OPTIONAL w 2 W = 1"WEEP 42 HI-RISESILL. O J ~Z (n NOTCH AT _ EACH END TABLE 9: ea ---osaua5 1!4"MAX Min.Edge Min. NOTES: SHIM Anchor Substrate 11 /i, Distance Embedment 2-1/2"x.113"Box Nail P.T.Southern Pine(SG=0.55) 5/16" 2.438 ANCHORS LISTED ON TABLE 9.1)USE ONLY FOLLOOW \\ �..LYNe Mil, 2-112"x.131"Common Nail P.T.Southern Pine AND EDGE DISTANCE LIMITS.ANY _%LENS Pine(SG=0.55) 3/B" 2.438 ` INSTALLATION OPTION SHOWN MAY BE USED 2-1/2"x.145"Roofing Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 ON ANY SIDE OF THE WINDOW. No.58705 TYP.ANCHOR TYPE, - EMBEDMENT AND EDGE _ EDGE DISTANCE 2-1/2"X.145"Roofing Nall P.T.SouthernPine(SG=0.55) 3/8" 2.438 - DISTANCE PER SUBSTRATE, _ 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO -D •, P.T.Southem Pine(SG=0.55) 1/2" 1.375 L�EFT 0: SEE TABLE 9. REFERRED TO AS DAYLIGHT OPENING)IS #10 Steel Trusshead Screw o <[/ --r{ EMBEDMENT 0.125"Aluminum,6063-T5 min. 5116" 0.125 MEASURED FROM BEADING TO BEADING. •'. (SCREW SHOWN) 012 Steel,18-8 Or 410 SS � �` �� Screw 0.050"A36 Steel 5/16" 0.05 � •FZOR10P'.•'G\�� VERTICAL SECTION D-D 0.045"(18 Ga)Steel Stud,Gr.33 min. 5/16" 0.045 /, /1"/O(�qt �tJ.�� A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. I I 1 I X11 A.LYNN MILLER,P.E. P.E.#58705 2.848" 2.560" 3.185" 2.060" -� - 2.848" �-•F- .062" 1.1+25" 1 2.112" 2.848" .062" .062" L .062" 2.724" 2.724" 2.724" 1.489" � ti2prared ar enmply'ng wil6ltc, .062" .062" .062" .9+7" 1.125" 1fltuWiiling c D 1 e�tan ML .9t Prtdttct ateet O FLANGE FRAME HEAD Oz HAD RAL FIN FRAME O EQUAL LEG FRAME HEAD O FLANGE FRAME JAMB O JAMB RAL FIN FRAME sO EQUAL LEG FRAME JAMB '" 2.798" 2.79B" 2.798" -� 2.798" 2.798" -� 2.798" W z L 2.841" 3.466" 3.008" > 2.341" 3.508" 4.133" w O nay .062" NoW CD 0 .062" .062" .062" .062" .062" 0100 t z a O M (q Z Z Z o(N9 5 z O 6�7 =LLI ¢ � g n 1.125" EQUAL LEG FRAME f CJ O� ®'' 7O FLANGE FRAME SILL ; O EQUAL LEG FRAME SILL t0 FLANGE FRAME SILL Fs W Z co _< J u.0�poN HI-RISE SILL HI-RISE ~o.W � Q O,Mp Oe INTEGRAL FIN FRAME SILL t 1 INTEGRAL FIN FRAME o> o U' 2.273" �-�_ O SILL•HI-RISE `-' Z u Z -+{ 1.300" .120" 2.273" �I Z Q 170" SILICONE HOT-MELT BUTYL = STRUCTURAL % m J 2.772" POLYISOBUTYLENE 1/4"NOM. STRUCTURAL 3/16"NOM. WITH SILICONE Z taaVs 2.211" 2.105" '062 DESICCANT FOAM WITH (n 2.150" 062„ 1235" DESICCANT LL g O 2 .062" EXT.GLASS O Z Z) o EXT.GLASS w n I 1.300" �+- INT.GLASS INT.GLASS v J X to .062" - 1.300" I 1.300" �- Q W 70 KODISPACE 4SG TPS 71 SUPER SPACERo NXT�^ pll rosap saua5 SASH BOTTOM RAIL- s SASH TOP RAL to FIXED MEETING RAIL s s HI-RISE SASH BOTTOM RAIL t7 SASH SIDE RAIL LYNN ''.. ALUMINUM POLYISOBUTYLENE SEALDESICCANT FILL ` �.�,.• •"•••.,2/� �� 1.446" +� REINFORCEMENT �, �,• �1GENSF ��� 5/16"NOM. I+- 1.522" 040" .634" .465" --►I '--�I.617"I-�- .496"I-+-- ROLL-FORMED SILICONE SEAL No.58705 '•� I I t I STAINLESS STEEL .627" BUTYL 8 .040" DESICCANT .813" .802" .802" .802" .802" FOAM vl j EXT.GLASS EXT.GLASS %O "SATOF - 1.370" �- T'•. .070" .070" -� .045" -�II� .050" 'I •F,LORIDP. G to COVER SASH to SASH STOP COVER ZeA IG BEAD se IG SNAP BEAD O 5/16"LAMI BEAD 27 7/16"LAMI BEAD INT.GLASS INT.GLASS �,//ONAL� a\`�� 72 DURASEAL®SPACER 73 XL EDGETM SPACER '!III III 1111` A LYNN MILLER,P.E. P.E.#58705 TABLE 11: #r" PGT Part# Description Material 51 ASSEMBLY DETAILS FOR 1 642001 Head,Flange Aum.6053-Ts FLANGE FRAMES 2 624017 Head,Integral Fin Alum.6063-T6 (OTHER FRAME TYPES SIMILAR). 3 624028 Head,Equal-leg Alum.6063-T6 a 4 624004 Jamb,Flange Alum.6063-T6 4 4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063-T52 1 5 624020 Jamb,Integral Fin Alum.6063-T6 51 npprocsd as complying wuh It. 5A I Jamb,Integral Fin(Used For Alternate Radius Top Head) Alum.6063-1'52 FlLwkta D)udling Date 6 624031 Jamb,Equal-leg Alum.6063-T6 NOAtl O 6A Jamb,Equal-leg(Used For Alternate Radius Top Head) Alum.6063-T52 40 HEAD 1Klaxd®adeF"Uct 7 624002 Sill,Flange Alum.6063-T6 8 624018 Sill,Integral Fin Alum.6063-T6 INTERIOR s szaozs Sill,Equal-leg Alum.6063-T6 41 JAMB 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.6083-75 q 14 13 624006 Sash Top Rail Alum.6005A-T61 a 14 624005 Fixed Meeting Rail Alum.6005A-T61 INTERIOR 15 624012 Sash Bottom Rail-Hi-Rise Alum.606346 JAMB m 16 624068 Sash Bottom Rail Alum.6063-T6 W z FIXED MEETING RAIL 0 ^'a 17 624007 Sash Side Rail Alum.6063-T6 w o 18 624051 Head Anchor Cover Alum.6063-T6 ❑ f5 o o to 19 624015 Sash Stop Alum.6063-T6 } o ala° O Q 25A 624009 IG Bead Alum.6063-T5 00 F w CO O 25B 624011 IG Snap Bead Alum.6063-T5NV J J o a Z o 26 624013 5116"(ami Beading Alum.6063-T6 LU o Z L o 27 624026 7116"Lami Beading Alum.6063-T6 ° SASH BOTTOM RAIL w v m o a J -7a !' 30 6TP247 Glazing Bead,Bulb Vinyl for#624023 Vinyl SASH Z < Me O �N ^ J 31 6TP248 Glazing Bead,Bulb Vinyl for#624W9&#624011 Vinyl 4 SIDE 16 r> F¢- 0'AQ 32 724046 Sweep Latch(@ Top Rail) Cast Zinc RAIL o z o z 33 624049 Bottom Latch(@ Sill) Alum.6063-TB JAMB •- 34 Setting Block(1/8"X 1/2"X4") Neoprene Z U) 35A IG Setting Block(1/8"X 3/4"X 4") Neoprene _ 35B 724014 IG Snap Setting Block VinyltLINTERIOR 8­11 7 ® v w W 36 724044 Bottom Rail Weatherstrip Extension ° J ❑ 37 724053 Sill Gasket Polyethylene = Z W laa:+s 38 724054 Sash Top Rail Gasket Polyethylene j IX 39 724055 Sash Bottom Rail Gasket Polyethylene o O oQ 40 724057 Head Gasket Polyethylene F Z n 41 724063 Meeting Rail Gasket Polyethylene cc °6 r- 42 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 39 INTE�RIIOR L) Q m 43 Weatherstrip,.270"x.187",Fin Seal(@ MR) �N!t '�sa0 sa„as 44 67S16G Weatherstrip,.170”X.270",Fin Seal(@ Sash Side Rail) 46 \odes Balance with Cover&T45 Weatherstrip, am Fin Seal(@ Top Sash Rail) Rigid Vinyl ```\vv1Yl LYN1�l!!!'�i, 9 y TABLE 10:MATERIAL PROPERTIES USED ON......• 51 781PSQX #8 X 1"PH SMS(Assembly) Stainless Steel51 FOR ANCHORAGE CALCULATIONS: \ ��.-'•�10ENSF'•�( 55 7834AA #8 X 3/4"Ph.PN SMS(Balance) Stainless Steel Material Min.F, Min.F" T 63 Alum.Screen with Fiberglass Mesh Varies Steel Screw 92 ksi 120 ksi No.56705 — *; 70 - Kommeriing Kodispace 4SG TPS18$Screw 60 ksi 95 ksi See Sheet 410 Screw 90 ksi 110 ksi 71 Quanex Super Spacer nXT 10 forFF.72 - Quanex Duraseal Spacer Elco UltraCor� 155 ksi 177 ksi t -�� 73 - Cardinal&Edge Spacer Materials NOTES: 410 SS Elco CreteRexO 127.4 ksi 189.7 ksi '�'n 74 FCORIOP.•'• ��� 6063-T5 Aluminum 16 ksi 22 ksi i�s '•••••• - Dow 791,899 or GE 7700 Backbedding Silicone 1)ALL CORNERS TO USE GASKETAND/OR SEALANT. A36 Steel 36 ksi 58 ksi 2)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. Gr.33 Steel Stud 33 ksi 45 ksi 'r!!1 I I I t t v v v A.LYNN MILLER.P.E. P.E.#58705