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Notice of Acceptance
MIAMI- NHAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOUR7__�7E�CEIVE W 26 Street,Room 208 BOARD AND CODE ADNIINISTRATION DIVISION590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) iamidade. ov/econom PGT Industries,Inc. APR 01 2:020 1070 Technology Drive North Venice,FL 34275 ST. Lucie county, Permitting 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, modellseries, 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. 0 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. L 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 Oficial. 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 MIArn•DADE COUNTY Expiration Date: August 23,2023 8�ltD 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 Idahnis 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 Product Contr Exa iner NOA No. - 30.06 Expiration Date: August 23,2023 Approval Date: August 23,2018 ' E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 01 Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, P.E G. OTHERS 1. None. Va 4�tCh Manuel'Per E. Product Control E ner NOA No-18- 30.06 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-2 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW �17-13116"MAX.O.C/,' DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF AX VARIES PER GLASS TYPE, LARGE&SMALL MISSILE THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). SEE SHEETS 2-5 IMPACT RESISTANT 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FORet77!i5 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 ML4M417-3/4"MAX17.3/4" 52-1/8"MAX.BUCK WIDTH DADE COUNTY (17-114"BUCK) 9-112"MAX - MAX. 4-11/16"MAX. NL APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE B,SEE _ O.C. (9"MAX.BUCK) D,SEE 5"MAX.O.C. � ,������yis 0 wIlo SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI SHEETS 96 9 SHEET 10 Red B Co c PERANCHORTYPE. _ _ em.A,SEE C.SEE JOAN 4)ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. SHEETS S&9 SHEET 10 Niaml Dade Prode CoalmI 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.IXAND 2X BUCKS(WHEN USED) EQUALLY I l SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. SPACED WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR) ANCHORS PER / T OR ARCHITECT OF RECORD,(AOR). TABLES 6&7 O i I/ 17-3116"MAX.O.C. O I/ 84" 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR —�-- MAX. —I A o STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. ' ' 12-1118"MAX.O.C. TO BUCK MAX. � TIP INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING&FLASHING STRATEGY x i i j TIP I x i HEIGHT FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND 1 THE SCOPE OF THESE INSTRUCTIONS. EQUALLY SPACED I HEIGHT __- ANCHORS PER I 133/16"MAX.O.C. 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS TABLES.&7 I y I W NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. —[.. 5"MAX• ? 9.12"MAX. I ---- -� O.C. I / C > w O .nab 7)DESIGN PRESSURES: (9"MAX.BUCK) O A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM 27300. 1 (9 N z uai a1c0 Q B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE B NO ANCHORS AT SILL O O Y�' y Z —II .J C3 o.m Z O TESTING AND GLASS PER ASTM 21300. �I 4-11/16"MAX. 53-118"MAX.TIP TO TIP WIDTH V WEEP NOTCH 1"YYEEP NOTCH Z O m ' n C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. LL AT EACH END AT EACH END =LL S¢ .J.. .(g 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN FRAME SHOWN WITH w U 0 ®-� uMa,O CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE W Z HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR SHOWN WITH EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION L— WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO ti p CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE Z- O Z TABLE is ALLOWABLE GLASS TYPES v E— FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. Glass DP USER INSTRUCTIONS: 0 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER Type Description(Elated from Exterior to Interior) LL Table# 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN Z7 LJJI O CURRENT FLORIDA BUILDING CODEAND TO BE REVIEWED BY THE AUTHORITY HAVING PRESSURE REQUIREMENT FROM ASCE 7. = lL 1 1/B"AN,.090"PVB,1!8"AN 2 � JURISDICTION. ® N LU °d 2 13/16"LIG:118"AN CAP,AIRSPACE,1/e"AN,.090"PVB,1/B"AN 2 2)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW n J 10)REFERENCES:TEST REPORTS FTL 18-7835.1&18-7835.2;ELCO ULTRACON NOA;ELCO 3 13/16"LIG:1/8"TP CAP,AIRSPACE,I/8"AN,.090"PVB,1/8"AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN u (2 H 1aayS 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 FF N O ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING S Z 5 3116"AN,.090"PVB,3/16"AN 4 OBTAINED IN STEP 1. 2 J Q 6 13116"LIG:3116"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN 4 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. O Z o 7 13/16"LIG:3/16"TP CAP,AIRSPACE,1!8".AN,.090"PVB,1/8"AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 8&7. � 8 3/16"AN,.090"SG,3116"AN 5 LW.1 J -W x FIGURE A:ALLOWABLE SASH CONFIGURATIONS AND SHAPES - 4)INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 8 �{ WIDTH {�----�-� �— WIDTH �-� 9 3116"HS,.090"SG,3/16"HS 5 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN Q (D WIDTH _ _ 10 13116"LIG:1/8"AN CAP,AIRSPACE,118"HS,.090'SG,1/8"HS 5 INSTALLATION. a�1Uasa0 saua5 TT I I T 11 13116"LIG:1/8"AN CAP,AIRSPACE,3/16"AN,.09D"SG,3/16"AN 5 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME `11111 1 I I I/r c7 �/ c0 / 12 13/16"LIG:1/8"TP CAP,AIRSPACE,118"HS,.090"SG,1/8"HS 5 PROCESS FOR ALL FRAME TYPES(FLANGE,INTEGRAL FIN OR .�`Q K LYNN _ 13 13/16"LIG:118"TP CAP,AIRSPACE,3116"AN,.090"SG,3/16"AN 5 EQUAL LEG/BOX). �`\��,N lCENS S2 14 13116"LIG:3/16"AN CAP,AIRSPACE, 1/8"HS,.09D"SG,1/8"HS 5 = ;' E = 15 13/16"LIG:3116"TP CAP,AIRSPACE, 1/8"HS,.090"SG,118"HS 5 No.58705 w *— // y 1 /7 SG=KURARAY SENTRYGLAS®INTERLAYER BY GENERAL NOTES....................._..........................1 = :/,( �gy)vr _ CODES/STANDARDS USED: KURARAY AMERICA,INC. ELEVATIONS.........................................................1 7,�RECTANGULAR RADIUS-TOP RECTANGULAR B=KURARAY TROSIFOL®PVB INTERLAYER BY DESIGN PRESSURES/GLAZING DETAILS........2O .�.2017 BUILDING CODE FBC 8TH EDITION .O • S WITH EQUAL WITH PROVIEW WITH CUSTOM :ASTM FLORIDALORIDA9 ( ) KURARAY AMERICA,INC. ANCHOR QUANTITIES..........................................63 'T�'••,F<ORIOP.•' AN LITE SASH SASH SASH HS=HEATESTRENGTHENED INSTALLATION,EQUAL LEG.................................8 •• ��G�`` HANSI/AFBPA NDS-2015 FOR WOOD CONSTRUCTION /! ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED.SHAPES *ALUMINUM DESIGN MANUAL,ADM-2015 TP=TEMPERED INSTALLATION,INTEGRAL FIN............................9 NAL�// MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING *AISI S100-12 EXTRUSION PROFILES.........................................10 I I 11 L 111��� DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE eAISC 360-10 ASSEMBLY&PARTS LIST....................................11 A LYNN MILLER,P.E. TABLES ON THE FOLLOWING SHEETS. P.E.N 58705 TABLE 2: Bolton Sash Sash Height Design Pressure(Ibs/B.2)for Glass Types 1 8 2 Description Rye On) Tip to Tip Width br Given Range 18' 1 25' 33' 1 37' 41" 45' 49• 53-1/6' 24" Equal4ile 12464 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 •80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 Equal41te 15.964 +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 +65.0 410.0 5/16"NOM. 31" Standard Pro iew 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.D -� GLASS STACK Shortest 12464-12993 +65.0 -80.0 +65.0 •80.0 +65.0- -80.0 +65.0 -80.0 +65.0 -80.0 +650 430.0 +65.0 -80.0 +65.0 80.0 1/8•AN GLASS 4ppswed a9 complying w3W th. Equal4ite 19.652 +65.0 .80.0 +65.0 430.0 +65.0 480.0 +65.0 -60.0 *65.0 430.0 +65.0 -80.0 +65.0 430.0 +65.0 •80.0 .090"PVB flue �WingC Standard PrcMew 15.944-19.651 +65.D -80.D +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 43D.0 +66.0 -80.0 +65.0 -80.0 +65.0 430.0 -1/8'AN GLASS ontc 38-3r8' Custom Size 15.131-15.943 +65.0 480.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80,0 +65.0 480.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 30 90 Custom Size 14,131-15.130 +65.0 480.0 +65.0 80,0 +65.0 •80.0 +65.0 -80.0 +65.0 .80.0 +65.0 480.0 +65.0 -80.0 +65.0 480.0 Rtlaml a Paodua on[rol Shortest 12.464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 26 112"NOM. t- Egra141te 22964 +65.0 480.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 480.0 +65.0 480.0 GLASS SITE Custom Size 20.131-22963 +65.0 80.0 +65.0 -80.0 +65.0 -MO +65.0 -80.0 +65.0 80.0 +65.0 --80.0 +65.0 -80.0 +65.0 480.0 EXTERIOR Standard Pro iew 18.594-2D.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 BO.D +65.0 80.0 +65.0 430.0 +65.0 -80.0 +65.0 430.0 46" Custom Size 16.131-18,593 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 -90.0 +65.0 480.0 +65.0 -80.0 +650 -80.0 +65.0 -80.0 75 Custom Size 15.131-16.130 +65.0 -80.0 +65.0 430.0 +65.0 •80.0 +65.0 -60.0.. +65.0 430.0 -65.0 -80.0 +65.0 430.0 +65.0 480.0 Euston Size 14.131-15.130 +65.0 -80.0 +65.0 430.0 +65.0 •80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +55.0 -80.0 +65.0 -80.0 34 $ Shortest 12464-14.130 +65.0 -80.0 +65.0 430.0 +65.0 480.0 +65.0 430.0 +65.0 430.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 GLASS TYPE 1 Equ2l4ite 24964 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 480.0 Custom Size 22.131-24.953 +65.0 -80.0 +65.0 -60.0 +65.0 480.0 +65.0 430.0 +65.0 80.0 +85.0 480.0 +65.0 -80.0 +65.0 -80.0 Standard Par,iew 20.194-22.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -Bao +65.0 80.0 W z 49' Custom Size 18.131-20.193 +65.0 -80.0 +85.0 430.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 430.0 Custom Size 16.131•18.130 +55.0 430.0 +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 w o 0 .�aa D= O Custom Size 14.131-16.130 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -77.6 ❑ y A O N .- Shortest 12464.14.130 +65.0 .80.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 480.0 +65.0 430.0 +65.0 480.0 +65.0 -75.1 13116'NOM. }n 5 aio0 O Equal-lite 25.777 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 480.0 +65.0 80.0 +65.0 -80.0 +650 -80.0 +65.0 -80.0 I I - GLASS STACK N O O r� Z Custom Size 24.131-25.776 +65.0 -80.0 +65.0 -80.0 +65.0 4300 +65.0 -80.0 +65.0 -80.0 x65,0 430.0 +85.0 -80.0 +65.0 410.0 J Z p a .090"PV13 U O rn _ P Standard ProMew 20.844.24.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 AIRSPACE Z LL co o, g i- Custom S¢e 20.131-20.843 +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 +65.0 430.0 118"AN GLASS =LL c � 508/8' 1!8"AN GLASS W U ®� J u.xou0 Custom Size 16.131-20.130 +65.0 -80.0 +650 480.0 +65.0 •80.0 +65.0 -80.0 +65.0 430.0 +65.0 80.0 +65.0 480.0 +65.0 480.0 r J .oN Custom Size 1&131-1&130 +65.0 430.0 +65.0 80.0 +65.0 -W.0 +65.0 -80.0 +65.0 •80.0 +65.0 430.0 +65.0 430.0 +65.0 -77.6 31 75 ~o W u ¢ SMO Custom Size 14.131-16.130 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65,0 480.0 +65.0 -80.0 +65.0 -75.1 n N Shortest 12464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 -80.0 +65.0 •73.9 Equal4ite 31.964 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 80.0 +65.0 •80.0 +65.0 -80.0 +65.0 480.0 5 R 5B 12"NOM. Z Z .�- EXTERIOR GLASS BITE Custom Size 78,131•31.963 +85,0 •80.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +650 80.0 +85.0 -80.0 +85,0 -80.0 +65.0 •77.6 � Z IJ. Standard Prodew 25.794.28.130 +65.0 430.0 +650 -80.0 +65.0 80.0 +65.0 480.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 -73.9 O Custom Size 24.131-25,793 +65.0 430.0 +650 430.0 +65.0 •80.0 +65.0 -W.0 +65.0 -80.0 +65.0 430.0 +65.0 480.0 +65.0 •727 `8i W N 63' Custom Size 22131-24.130 +65.0 -80.0 +65.0 .80.0 +65.0 480.0 +65.0 430.0 +65.0 430.0 +65.0 430.0 +65.0 -78.8 +65.0 -70.5 /�_R 56 70-73 G m Custom Size 20.131-27 130F+65.0 80.0 +65D 80.0 +65.0 430.0 +65.o 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.1 +65.0 468.4 "5�/�IV Z taayS Custom Size 18.131-20.130 480.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.4 +65.0 436.5 GLASS TYPE 2 Custom Size 16.131-18.130 480.0 +6&0 480.0 +65,0 430.0 +65.0 430.0 +65.0 80.0 +65.0 -77.1 +65.0 -73.8 +64.7 84.7 LL W Shortest 13.194••16.130 -80.D +85.0 480.0 +65.0 430.0 +65.0 430.0 +65.0 -75.9 +65.0 -71.8 +65.0 •68.2 +623 823 p 7 _3 o0 Equal4ite 3&464 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 73.9 z Custom Size 36.131-3&463 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +650 430.0 +65.0 80.0 +65.0 •79.8 +65.0 •71.6 w 1-- _ Custan Siza 34.131-36.130 80.0 +650 80.0 +65.0 80.0 +65.0 80.0 +6&0 80.0 +65.0 80.0 +65.0 -77.9 +650 89.4 J d U) 76" Standard PtoMew 30.994-34.130 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 ¢ ❑ Custom Ske 30.131-30.993 +65.0 80.0 +66.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -78.9 +850 •74.6 +65.0 85.6 a33y •�sa0 saua5 Custom Size 28.131-30130 +65.0 80.0 +65.0 8D.0 +65.0 80.0 +65.0 80.0 +65.0 •79.1 +65.0 -75.3 +65.0 -71.9 +63.8 83.8 6tpdest 26.194•-28.130 +65.0 80.0 +650 8D.0 +65.0 80.0 +65.0 80.0 +65.q -75.9 *65.0 -71.8 *65.0 -68.2 +623 823 ��\ NY LYNA/,I� Equal40e 42464 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65,0 80.0 +85.0 80.0 +65.0 80.0 +65.0 -77.9 +65.0 89.4 � '��O'VIGENSF;�%�(( 84' Custom Size 38.131-42463 +65.0 -e0.0 +65.080.0 +65.0 80.0 +85.0 80.0 +85.0 80.0 +65.0 •7&9 +65.0 •74.6 +65.0 85.6 > Q�;' '•F� Standard PnoMew 34.194'•38,130 +65.0 80.0 +65.0F80.0 .-65. 80.0 +65.0 80.0 +85.0 -75.9 +65.0 -71.8 +65.0 88.2 +623 82.3 _ N0.58705 •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 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 Q� S E F 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. '/SS1ONAL 1�?G 2)FOR SIZES NOT SHOWN,ROUNDUP 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,PE. 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF 465 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED REA 58705 TABLE 3: Bottom sash Sash Height Design Pressure(Ibs/Ft2)for Glass Type 3 Description Range On) Tip to Tip Width for Giren Range18° 25° 33" 37' 41" 4S 49' 53-1111' 24" Equal-lite 12466 +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 -8D.0 +65.0 -80.0 13116"NOM. GLASS STACK Equal-lite 15.984 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 31" Standard Prs sew 12994-15.963 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 .090"PVB AIRSPACE Shortest 12464.12993 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 118"TP GLASS ♦ppmved ss-plying nhh te+ Equal-lite 19.652 +61.0 -W.0 +65.0 -80.0 +65.0 -80.0 +ti5.0 .80.0 +65.0 -80.0 +65.0 $O.0 +65.0 -80.0 +65.0 -80.0 118"AN GLASS E7orl &dello¢C�^{te f Standard PraMew 15.944,19.651 +65.0 -80.0 +115.0 -80.0 +65.0 80.0 +65.0 -00.0 +85.0 -8D.0 +65.0 80.0 +85.0 •80.0 +65.0 -80.0 31 75 Oate�7 383!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 -BO.0 .OAB �(6 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 M. Nlatal Dode ProduM trul 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 OR 58 1 ASS SITE Eque4ite 22964 +65.0 -80.0 +85.0 -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 EXTERIOR GLASS BITE Lv Custom Size 2D.131-2Z963 +65.0 •80,0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 Standard PrcMew 18.594-20.130 +65.0 -80.0 +65.0 -600 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 r 45" Custom Size 16.131-18.593 +65.0 -80.0 +65.0 -80.D +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 70-73 Custom Size 15.131-16.130 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +85.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 35 R SB _ 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 GLASS TYPE 3 Shortest 12464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 1+65.0 -80.0 +65.0 .80.0 +65.0 -80.0 Equala8e 24.964 +65.0 1.80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -00.0 +65.0 -80.1) +65.0 -80.0 1+65.0 -80.0 +65.0 -80.0 Custom Size 22.131-24.90 +65.0 -80.0 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1+65.0 -80.0 +65.0 -80.0 Standard Proteus 20.194-22.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 _80.0 +65.0 -80.0 +65.0 -80.0 W = y 49" Custom Siza 18.131-1.193 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 18.131-18.130 +65.0 -60.0 +65.0 .80.0 +65.D -80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 w :C;=3 0 •rias Custom Size 14.131-16.130 +55.0 -110.0 +65.0 •80.0 +65.0 -80.0 +65.0 -MO +65.0 -8D.0 +S&D -80.0 +65.0 -80.0 +65.0 .80.0 D N o O co Shortest 12484.14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -111.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0N a1o0 C) Q �-, EquaHfte 25.777 +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 Q c" N Z 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 Q•--1 0 °•m W O F' Standard PrWew 20.944-24.130 +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 .90.0 +65.0 -80.0 Z U- 0 F 54518° Custom Size 20.131-20.843 +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 2 tlj 'F � 36 f` Custom Size 18.131-20.130 +65.0 .80.0 +65.0 -80.0 +65.0 8D.0 +65.0 -80.0 +65.0 -0D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 W W C) 0 i ¢ umo�0 O 0 Custom Size 16.131-18.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.D +65.0 -80.0 +65.0 -80.0 F- a J Custom Size 14.131-16.130 +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 n Shortest 12464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 •80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 Z Z Equal-lite 31.964 +65.0 -80.0 +65.0 -80.0 +660 -80.0 +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Q Custom Size 28.131-31.963 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.13 +65.0 -80.0 +65.0 -80.0 Z LL Standard Prolew 25.794-28.130 +65.0 •80.0 +65.0 •80.0 +65.0 -80.0 +65.0 •80.0 +650 •80.0 +65.0 -8D.D +65.0 -80.0 +65.0 -80.0 = Q Custom Size 24.131-25.793 +65.1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 63" Custom Size 72.131-24.130 +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 -80.0 +65.0 -80.0 ® - Custom Sim 20.131-22130 +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 -00.0 +65.0 -78.0 Z 1aay5 Custom Size 18.131•20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 +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 Shortest 13.194'-16.130 +65.0 -80.0 +65.0 -80,0 +65.0 -80.0 +85.0 -80.0 +85.0 -80.0 +65.0 -0O.D +65,0 -77.7 +85.0 -71.0 7 J Equal41te 38.464 +65.0 -80.0 +650 •80.0 +65.0 -80.0 +65.0 40.0 +65.0 40.0 +65.0 -81.0 +65.0 -80,0 +65.0 -80.0 f 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 •80.0 +65.0 .80.0 F = Custom Size 34.131-36.130 +65.0 -8D.0 +65.0 -80.0 +65.0 -00.0 +65.0 .80.0 +65.0 BD.D +65.0 -8D.0 +65.0 -80.0 +65.0 -79.1 U J Q. In 76' Standard Prodew 30.994-34.130 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 1+65.0 -8Q0 +65.0 1-80.0 +65.0 -80.0 +65.0 -75.8 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 -8 0 +65.0 -80.0 +65.0 -74.8 apt •�sa0 sa��a5 Custom Size 28.131-30.13D +65.0 80.0 +65.0 1 80.0 1+65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1+65.0 80.0 +65.0 -727 Shortest 26.194•-28.130 +65.0 .60.0 +65.0 -80.0 1+65.0 1-81.0 +65.0 -80.0 +65.0 •80.0 .65.0 -80.0 +65.0 -77.7 +65.0 -71.0 ��. NY LYNNM'//,, Equa"ite 4z4sa +ss.o -eo.D +650 -00.1 +ss.o -80.0 +65.0 •eo.o .ss.a -80.o +65.0 -80.o +eS.D -80.o +65.0 -79.1 `�'��O'LICENSE 84" Custom Size 38.131-42463 +65.0 -80.0 +65.0 80.0 +650 -80.0 +850 -80.0 +85.0 80.0 +85,0 80.0 +85.0 80.0 +65.0 -74.8 Standard Pralew 34.184•-38.130 +65.0 80.0 +85.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 •77.7 +85.0 •71.0 NO.58705 •MI NI MUM 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 0p^ MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 �Q,'• ST TE�F •'[(/�: 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. /10NAL J�%`\\ 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 PSE.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED P.E.#58705 TABLE 4: TABLE 5: - z I` 5116•NOM. Dealgn Pressure for Glass T pes 8-16 3116"AN GLASS 3116"HS GLASS Design Pressure(Lbs/ft)for Glass Types 4.7 f GLASS STACK .090•SG-119 .090"SG Battom Sash To To TIP Bottom Sash Sash Height Tie To Tip Description Sash Height W .090'PVB 118'HS GLASS DescdPUon Range fn) Width 70 3118' GLASS a7 3PIINO� GLASS Range0.n) - for Gisen Ralge 53-1f8"tar Ghen Range 53.1!8• 1�GLASS28 2824" EquaHue 12484 +65.0 30.0 30 24• EquaWte 12.464 +80.0 -110.012"NOM. . Eq.14ite 15.964 +85.0 -80.0 EquaWite 15.964 +80.0 -110.0 EXTERIOR GLASS BRE FJRERL_ BTIE 12°NOM. 31" Standard PlmAew 12.994-15.963 +80.0 -110.0 31' Standard Pn7dew 12994-15.983 +65.0 -60.0 GLASS BITE Shortest 12464-12993 +85.0 30.0 EXV RIO Shortest 12464.12993 +80.0 410.0 74 7a 34 EquaHUa 19.852 +65,0 30.0 `� 7a Equal41te with 1111b 79.852 +80.0 -110.0 34 GLASS TYPE B GLASS TYPE 9 �FlD p�ID �� Standard ProNew 15.944-79.651 +65.0 30.0 Standard Praiew 15.944.19.651 +80.0 -110.0 tate 38318' Custom Size 15.131-16.943 +85.0 30.0 34 GLASS TYPE 4 3831S' Custom Slze 15.131•15.943 +80.0 -110.0 900 Custom Size 14.131-15.13D +65.0 30.0 Custom Size 14.131-15.130 +80.0 -110.0 --�-{ FF GLASS NOM. 1_ GLASS NOM. b ml Dade Posited Ce ntral Shortest 12.404-14.130 +65.0 -80.0 Shortest 12.464.14.130 +80.0 -1110.0 I GLASS STACK r� GLASS STACK 7/16'NOM. Equal4lte 22.964 +80.0 -110.0 .090•'SG .090•SG EgwHite 22964 +65.0 3D.D GLASS STACK AIRSPACE AIRSPACE Custom Size 20.131-22963 +65.0 30.0 Custom Size 2D.131-22963 +80.0 -110.0 iB°AN GLA iB"HS GLASS 118'AN GLASS 3/16"AN GLASS 3116"AN GLASS Standard Pmdew 18.694-20.130 +80.0 -110.0 31 31 Standard Pro4ew 78.594-20.133 +85.0 •80.0 .090"PVB � 74 74 45" Custom Size 16.131-18.693 +65.0 1•80.0 30 3116" GLASS 45" Custom Size 16.131=18.593 +80.0 -110,0 �1,, Custom Size 15,131-18.130 +85.0 30.0 Custom Size 15.131-18.130 +80.0 -710.0 �R 12'NOM. �R .12" M. o 27 GLASS BRE GLASS BITE Custom Size 14.131-15.130 +55.0 30.0 12'NOM. Custom Size 14.131-15.130 +60.0 -110.0 FX1ERp E R OR •s Shortest 12464-14.130 +65.0 •80.0 EXTERIOR GLASS BRE Shortest 12464-14.130 +60.0 -110.0 Equalalte 24.964 +65.0 -80.0 EquaHile 24.981 +80.0 -110.0 7473 7873 Custom Size 22.131-24.963 +85.0 30.0 74 Custard Size 2Z131-24.963 +60.0 -110.0 ®OR ®OR 5 Standard Pmlfew 20.194.22130 +80.0 -110.0 GLASS TYPE 10 GLASS TYPE 11 Standard Prodew 20.194-22130 +65.0 •80.0 34 rj Y 47 Custom Size 18.131-20.193 +65.0 -00.0 GLASS TYPE 5 49" Custom Size 10.131-20.193 +80.0 -110.o 8) z (n Custom Size 15.131-10.130 +60.0 -110.0 � ui Custom Size 16.131-18.130 +85.0 30.0 13!18"NOM. 73118'NOM. w O Custorn Slze 14.131-18.130 +80.0 410.0 �- GLASS STACK GLASS STACK O Custom Size 14.131-18.130 +BSO 30.0 �1 13118"NOM. ❑ to Shortest 12464-14.130 +650 30.0 I GLASS STACK p Shortest 12464.14.130 +80.0 -110.0 ,090'SG ,090"SG }^ ❑ 4140 O Equal4ite 25.777 +80.0 -110.0 AIRSPACE AIRSPACE ❑ Q 'e EquaHile 25.777 +65.0 30.0 .090"PVB i 1/8'TP GLASS 1B°TP GU15S cm z H O 1B'HS GLASS 3/16°AN GLASS x AIRSPACE Custom Size 24.131-25.776 +80.0 -110.0. O r to Custom Size 24.131-25.778 +85.0 30.0 p 31 31 J a7¢� Z n 3118°AN G 1B°AN GLASS O Standard Pmdew 20.844-24.130 +80,0 -110.0 79 74 J p y r7 Z o Standard Perna 20.844-24.133 +65.0 30.0 31 u Custom Size 20.131.20.&13 +80.0 -110.0 Z- 8 m� cd 545/8' Cuslan SIZE 20.131-20.643 +65.0 30.0 70 R OR _ F 54&6• 12'NOM. 12'NOM. o a� Custom Size 18.131-20.130 +85.0 30.0 Custom Size 18.131-20.130 +80.0 -710.0 GLASS BRE GLASS BRE Il.l C " wg r 12"NOM. Custom Size 16.131•18.130 +80.0 -110.0 EXTERIOR EXTERIOR LU V d 07 .1 u o�0 aN Custom Size 16.137-18.130 +65.0 -80.0 (�•1 Cullom SIZE 14A31-16.130 +65.0 33.0 EXTERIOR GLASS BITE Custom Size 14.131-16.130 +80.0 -110.0 r F W c�2 Q 9M0 Shortest 12.484-14.130 +65.0 30,0 shortest 12.464.14.130 +80.0 -1100 ®OR 5 7477 ®OR B 7473 C 7 Equal4fte 31.964 +85.0 30.0 7673 EquaHlte 31.964 +80.0 -110.0 GLASS TYPE 12 GLASS TYPE 13 r Z... 0 Z r Custom Size 28.131-31.963 +660 30.0 ®OR S Cu9tan SIZE 28.131•31.963 +60.0 -110.0 Vr r GLASS TYPE 6 Standard PW- 25.794.28.130 +80.0 •110.0 Z (L S.PmAew 25.794-25.130 +65.0 30.0 Custom Size 24.137-25.763 +85.0 30.0 Custom Size 24.131-25.793 +60.0 •110.0 GLASS 13116"NOM. 13119'GLASS NOM. O 63" Custom Size 22131-24.130 +65.0 30.0 13/16°NOM. 63" Custom Size 71.131-24.730 +8D.0 -710.0 GLASS STACK GLASS STACK 2 'R .090"SG .090"SG ® m W Custom Size 20.731-22130 +85.0 -80.0 GLASS STACK Custom Size 27.131-22.730 +80.0 -110.0 AIRSPACE AIRSPACE J Custom Size 18.731-20,130 +85.0 -BD.O AIRSPACE .090"PV8 Custom Size 18.137-20.130 +80.0 -110.0 3/18'AN GLAS 1/B'HS GLASS 3118"TP GLASS 718°HS GLASS Z 1aaY5 Custom Size 18.131-18.130 +65.0 30,0 3116"TP GLASS-* 718'AN GLASS Custom Size 16,131-18.130 +BO.0 -1100 31KGL 311 74 j U) Shortest 13.194'-16.130 +65.0 30.0 31 Shortest 13.194'-16.130 +80.0 -110.0 Q E¢aHile 38.4114 +65.0 30.0 74 Equalalte 38.464 +80.0 -710.0 ®OR 5 ®OR 12'NOM. 0 ❑ .W.I 00 Cuslam Size 36.131-38.463 +65.0 -BOO ®OR 5 12"NOM. Custom 51x8 38.131-36463 +80.0 -110.0 EXrERbRE IXTERWR GLASS BRECustom Size 34.131-36.130 +65.0 30.0 EXTERIOGLASS BITE Custom Slze 34.131-38.130 +80.0 -110.0 � a76" Standard Pmlew 30.994-34.130 +65.0 30.0 76" Standard ProMew 30.9&4-34.130 +80.0 -110.0 UCustom Stze 30.131-30.tg3 +85.0 30.0 Custom Size 30.131-30.993 +80.0 -110.0 ®OR 5 ®OR 7473 Q ❑ ' Custom Size 26131-30.130 +55.0 30.0 7473 Custom Size 26131•30.130 +80.D 410.0 GLASS TYPE 14 GLASS TYPE 15 aR�l •4540 saua5 ®5 OR 5 Shortest 28.164•-25.130 +65.0 30.0 GLASS TYPE7 Shodest 29.194'-29.730 +Bo,D -110.0 `11 /A77 Eq uau88 42464 +55.0 30.0 Egaet-lues 42464 +80.0 -110.0 �7 NY LYNN A� /, B4' Custom Slze 38.131-42.463 +85.0 30.0 84" Custom Size 38AL3 •42483 +80.0 -110.0 Standard Prrniew 94.194'•38.130 +85.0 30.0 PrWow 34.194'-36.130 +80.0 •110.0 ` �'��•''Or- Standard •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 No.58705 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 ' �O�'.• SATE OF lV�: 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. ss/ONA1'LNG\`\ 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 Tp Width "Through-Frame"Installation i6' 26" 1 33° 1 37- 1 41° 45- 49" 53.1/6° usina Glass Tvo841.7 Jamb Jemb Jamb Jamb Jamb Jemb Jamb Jamb K ` K K K v a' K K K ` Bottom Sash g g w '� f m f m f f m f s $ pfion Sash Height $ br Cheon Rang® Rerrga(n) - 8 x o x o xp x x x ¢ m 'c' m ¢ m ¢ m ¢ m 3 m ¢ m ¢ m TABLE 68: 24' Equai-lite 124&1 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) EquaHite 15.964 1 2 1 1 2 1 1 2 111 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Type npptrrvad sstompl7108srtib LLv 31" Standard ProNew 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 1 116"AN,.090"PVB,1/8"AN mrid Idling C Shortest 12464-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13116"LIG:118"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN oto (p Equalaite 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 13116"LIG:1/8"TP CAP,AIRSPACE,1/8"AN,.090'PVB,1/8"AN yam Dpde?raduct Control Standard PmVew 15.944-18.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 1/8"HS,.090"PVB,118"HS 38316° 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 2 2 2 2 2 2 2 2 2 2 2 2 6 13116"LIG:3/16"AN CAP,AIRSPACE,1/8"AN,.090"PVB,118"AN Shortest 12464-14.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 13/16"LIG:3/16"TP CAP,AIRSPACE.1/8"AN,.090"PVB,1/8"AN Equal{te 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 Sae 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 G Standard Prmlew i&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 16.131-16.593 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 Slza 15.131-16.130 2 2 1 2 2 7 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 114.131-15.130 2 2 1 2 2 1 2 2 1 2 2 21T 2 2 2 2 2 2 2 2 2 2 2 Shortest 12464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 ci °O Y Equal-lite 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 W z Cl) Custom Size 22131•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 w O O 'nay Standard Prmlew 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 a C 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 }n 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 C7 NV z Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 212 3 2 2 3 2 2 3 2 2 - ro Z C3 E Shortest 12464-14.130 3 2 7 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z lj m ' O Equaldile 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 =LLj 4 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 U L) Q 4D a u o� Go Standard P-4ew 20.844-24.730 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 21-- rn 0 e ~W Custom size 20.137-20.643 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 � 50.8" Custom Size 18.137-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 p> rA Custom Sae 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 Z u z W Custom Sae 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 U 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 0 O Equal-lite, 31.964 2 3 1 2 3 1 2 3 1 2 312 2 3 2 2 3 2 2 3 2 2 3 2 m 2 rn 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 ® m 1•JJJ Standard Prouew 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 (D F Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 1 3 2 2131 2 2 3 2 2 3 2 2 3 2 2 Z Z )aeg5 83' Custom Size 72131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 •3 2 2 U) M Custom Size 20.131-22.130 3 2 1 3 2 1 3 2 1 3 2 2131 2 2 3 2 2 3 2 2 3 2 2 w j X O Custom Size 10.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2131 2 2 3 2 2 3 2 2 3 2 2 O O Z p Cestan sae 18.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2131 2 2 3 212 3 2 2 3 2 2 g U = Shortest 13.194'-16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 U _=.1 Z rJ) EquaHBe 36.464 3 3 7 3 3 1 3 3 1 3 3 2 3 3 2 3 9 2 3 3 2 3 3 2 Q Q Custom Size 36.731-38.483 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 aq� •�saC 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 78' StandardProdew 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 �yyILYN,v Custom Size 30.131-3 0.993 3 3 1 3 3 1 3 3 7 3 3 2 3 2 3 ±1 3 3 2 3 3 2 `�, O Custom Sae 28.131-3D.13D 3 3 1 3 3 1 3 3 1 3 3 k3 ! 3 3 2 3 3 2 3 3 '�� 'VGEN$F'•��� Shortest 28.184'-28.130 4' 2 1 4 2 1 4 2 7 4 2 4 2 2 4 2 2 4 3 2Eque141te 42.4643 4 1 3 4 1 3 4 7 3 4 3 4 2 3 4 2 3 4 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, ,SUBTRACT 1"FROMTHETIPTOTIP DIMENSION IN THE TABLE TO DETERMINE THENo.58705 Custom Sae 38.131-42463 3 4 1 3 4 1 3 4 1 3 4 3 4 2 3 4 2 3 4 2 WINDOWSIZEdard Pw 34.194'-38.130 4 3 1 4 3 1 4 3 1 4 3 4 3 2 4 3 2 4 3 2 2 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. Q WADKI 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 3 FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE i't` F MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWSIS:TIP TO TIP HEIGHT-49.8116 ) i � •.,(ORIDP,.•' MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THE 4 WINDOWS WIDTIUS TOP H THE LOWNDOW WILL SIL OPTION ARELLEMITED TLY FITO WITHIN. MAXIMUM POSITIVE DESIGN ', Si�ONAL 1E�0 PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A LYNN MILLER,P.E. P.E.#58705 TABLE 7: Anchor Quantities Required for lip to Tip Width "Through-Frame"Installation 16" 26' 33' 1 37' 1 41" 46' 49' 53-1/a^ usina Glass Tvcea 8-15 Jamb �Jsmb Jamb Jam" Jamb Jamb Jamb Jamb a: K `Bottom sash Descd IonSash Heightfor Ghen Ran a Range(n)9 ¢ m ¢ m ¢ m m ¢ m m ¢ m TABLE 7B: 24" EquaHlte 12464 1 2 1 1 2 1 1 2 1 1 2 2 7 2 2 1 2 2 1 2 2 1 212 Glass EquaHlte 15.964 1 2 1 1 2 1 1 2 1 1 212 1 2 2 112 2 1 2 2 1 2 2 Type Description(listed from Exterior to Interior) eppr11.4dalcow"with fb 31" Standard Pmuew 12994.15.983 2 2 1 2 2 1 2 2 1 x 2 2 2 2 2 2 2 2 2 2 3 2 2 2 fiat!sba-dle AShortest 12464.12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 28 3116"AN,.090"SG,3116"ANEqual-Ills 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 29 3116"HS,.090"SG,3/16'HS Miav -dttM 19 Standard Pro'lew 15.944-19.651 2 2 1 z 2 1 z 2 1 2 2 2 2 2 2 2 2 2 2 2 2 z z 2 10 13116"LIG:118"AN CAP,AIRSPACE,1/8"HS,.090"SG,1/6"HS 38, 8 Va. Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11 13/16"LIG:116"AN CAP,AIRSPACE,3716"AN,.090"SG,3116"AN Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 13116"LIG:1/B"TP CAP,AIRSPACE,118"HS,.090"SG,118"HS Shortest 12464-14.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13 13/16"LIG:118"TP CAP,AIRSPACE,3116"AN,.0917'SG,3116"AN Equal-file 22964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 14 13!16"LIG:3116"AN CAP,AIRSPACE, 1/8"HS,.090"SG,1/8"HS Custom Size 20.131-22883 2 2 1 2 2 t 2 2 1 2 2 2 2 2 2 2 2 2 2 3 z 2 3 2 15 13/16"LIG:3/16"TP CAP,AIRSPACE, 1B"HS,.09D"SG,1!B"HS `s Standard Pro lew 1&594-20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 46' Custom Size 16.131-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 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 2 113 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 d Co 1 Equal-lite 24.964 2 2 112 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 W z N Custom Size 22131-24.863 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 m 0 ^ab Standard ProrAew 20.184-22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 p $ to 4T 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 }n Z 4100 w ¢' Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 U N =CC11 Q Cuslom 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 3131 2 3 OJ M ~¢ Z Z O J p m W O Strortest 12484-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 Z LL• 1O m n a Equal-lite 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 212 3 2 2 uj S is V 48 r x 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 Standard Prrniew 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 F-•W T �� _j Custom Size 20.131-20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 F 50-518" Custom Size 18,131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 O Z Obi 0 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 3 2 3 3 2 3 �-- 0 W _ Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 O m LL Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 Z. 2 3 2 2 3 2 3 3 2 3 j Equal-Ilte 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 m = fD Custom Size 28.131-31.963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 4 3 Standard Proview 25.794-28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 m J u Z Z 1aa45 Custom Size 24.131-25.783 3 2 1 3 2 1 3 2 1 3 2 2 3 9 2 3 3 2 3 3 3 3 3 3 I.. Custom Size 22131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 t7) � Custom Slze 20.131-22130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 LL 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 Z 0 tO� Custom Slze 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 212 4 2 3 4 2 3 ~ _ Shortest 13.194"-18.130 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 = Equelaite 36.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 U Q Q Cn Custom Size 36.131-38.483 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 ap1J rosa0 sal�ag Custom Size 34.131'36.130 3 3 1 3 3 1 3 3 1 3 3 2 3 1 3 1 2 3 4 21 3 4 3 3 4 3 76" Standard Prollew 30.994-34.130 3 31 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 ��� `{LYNN N.......... Custom Size 28.131-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 4 3 3 4 4 3 �� �� •�� �/ Shortest 26.194'-28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 3 2 4 3 2 4 3 3 4 3 3 _'�,•'L10ENSF••.�(� 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, ` Q.,• •• Equal-Ise 42.464 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 3 3 5 3 SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE 64' Custom Size 38.131-42.483 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 4 4 3 4 5 3 No.58705 Standard Prmiew 34,184•-38.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 4 2 4 4 3 4 4 3 WINDOW SIZE. •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 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 , �� 3 FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE 0 4- MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-48.808 ) � T�'. WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. �i '•."Z MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.808 ORIDl" 4)WINDOWS WITH THE LOW SILL OP110N ARE LIMITED TO A MAXIMUM POSITIVE DESIGN I/ ...ON ENG PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED, A L444mumP.E. P.E.#58705 INSj� Cit'I 'ETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHOREDTHROUGHFRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DSTANCE #f_T SEE NOTE 2,THIS SHEET. ANCHOREDTHROUGH r T__-- EMBEDMENT " EMBEDMENT r FRAME INTO 2X WOOD 1/4"MAX SHIM 1/4"MAX SHIM �{ •--T FRAME OR BUCKSTRIP. I I t SEE NOTE 2,THIS SHEET. I � EMENT 1 4 SASH VISIBLE 17 " EDGE � EDGE ^ LIGHTWIDTH DISTANCE FipBProaeAT�aIng DISTANCE ❑ 11 aw 1/4"MAX SHIM 19hAlAix X©AC 27 LJ--_J FIXED VISIBLE ." ^m111M±Pmduq 011'4 SEE TABLE I LIGHT WIDTH NOTE B,FOR •• I " T 18 HEADTYPE . 30 TYP.ANCHOR TYPE, 44 FIXED EMBEDMENT AND `• VISIBLE EDGE DISTANCE PER LIGHT SUBSTRATE,SEE HEIGHT TABLE B. d I 31 5 R 56 - 32 r TIP TO TIP WIDTH TYP.ANCHOR TYPE, EMBEDMENT AND ci °r Y ME I TYP.ANCHOR TYPE, EXTERIOR HORIZONTAL SECTION A-A EDGE DISTANCE PER j 16 45 SUBSTRATE,SEE w o ^aa EMBEDMENT AND EDGE �' W O DISTANCE PER SUBSTRATE, L TABLES. O - g 0) "- 14 SEE TABLE B. -1 1 1/4'MAX.SHIM L}9 N z w alae Q VISIBLE LIGHT FORMULAS: N O 46 55 DADE APPROVED MULLION,FBC -I O i¢ W o (SHOWN FOR HI-RISE SILL;SEE COMPLIANT ALUMINUM/STEEL FRAMING LL o SHEET 0 FOR STANDARD SILL) Z Q TIP 43 OR STEEL STUD.MAY BE VERTICAL OR =LLJ o d r 13 HORIZONTAL.SEE SUBSTRATE WIDTH UOQ TQ PROPERTIES,TABLE 8. SASH&FIXED LITE:TIP TO TIP WIDTH-5.12" w z v rs¢ J °N TIP USE EITHER 1 H p/,Ip HEIGHT 83 MIDSPAN OR 2SWEEP LATCH @ HEIGHT(EQUAL-LRE) I" (p BOTTOM LOCKS TIP TO TIP HEIGHTI2-3.73" —Z c0i Z INSTALLATION L7 SASH HEIGHT(PROVIEW) Z LL VISIBLE OPTION 4 @FIXED LITE:TIP TO TIP HEIGHT/2-3.78" O LIGHT ANCHORED THROUGH @SASH:TIP TO TIP HEIGHT/2-11.03" = Z r HEIGHT FRAME INTO METAL ® m J O HEIGHT(CUSTOM SASH) (7 — @FIXED LITE:TIP TO TIP HEIGHT-SASH HEIGHT-3.55" Z (,) laav5 @SASH:SASH HEIGHT-4.60" W EXTERIOR TABLE 8: j X p a Wo 10 33 Anchor Substrate D sta cee Min.Embedment NOTES: w Z n 15 P.T.Southern Pine(SG=0.55) 9/16" 1-318" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON v J g Co OPTIONAL HI-RISE #12 Steel, TABLE S.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY ¢ LL 42 SILL SHOWN.SEE 18 8 Or 410 Aluminum,6063-T5 min. 3/8" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF al q asap sauag 1"WEEP SHEET 10 FOR A36 Steel 3/8" 0.063" THE WINDOW. NOTCH AT EACH END STANDARD SILL. SS Screw Steel Stud,Gr.33 rnin. 3/8" 0.045" 18 Ga 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE ,\\` YILYNN 1/4"MAX• B.ALL WOOD BUCKS LESS THAN I-12"THICKARE TO BE �� •• "•••• tiI/ SHIM Concrete(min.3.35 ksf) 1" 1-3/4" CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL : ��•'•1,\CENSE'•.�� 114"410 SS Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS CreteFlex DEPICTED AS 2X ARE 1-12"THICK OR GREATER.1X AND 2X BUCKS No.58705 P.T.Southern Pine(SG=0.55) 1" 1-318" 7t (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER = NOANCHORSConcrete(min.2.85 ksi) 1" 1-3/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND • 1/4"SteelINSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR Ig ;• REQUIRED IN .•a•� Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" ARCHITECT OF RECORD. W� UIIfaCOn FLANGE OR _ 'O•'. A OF [(,� EQUAL-LEG P.T.Southern Pine SG=0.55 1" 1-318" 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERREDTO AS '���s' °[ORIDI',•''G\?� FRAME SILLS A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. • B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PANIHEXIFLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. 'i,S'/ �� NAL VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A.LYNN MILLER,P.E. P.E.#58705 INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 — --�.____-- SEE NOTE 2,THIS SHEET. ANCHOREDTHROUGH r -r EMBEDMENT EMBEDMENT FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. 1l4"MAX SHIM 1/4"MAX SHIM —►I ° SEE NOTE 2,THIS SHEET. O EMBED- I SASH VISIBLE MENT EDGE „ LIGHTWIDTH 17 EDGE 4ppmredmmmp4fty tkvft �t DISTANCE ••y DISTANCE 068 1/4"MAX SHIM 19 >trgAp FIXED VISIBLE q N ode P LIGHTWIDTH SEE TABLE I II 1 )1 •- 3 NOTE B,FOR 30 18 HEAD TYPE FIXED TYP.ANCHOR TYPE, 44 °• VISIBLE EMBEDMENTAND . EDGE DISTANCE PER m LIGHT SUBSTRATE,SEE HEIGHT TABLE I 31 OR 5B 6 ` BUCK WIDTH TYP.ANCHOR TYPE, 32 / EMBEDMENTAND C y EXTERIOR EDGE DISTANCE PER W 45 TYP.ANCHORTYPE, HORIZONTAL SECTION A-A > EMBEDMENTAND EDGE SUBSTRATE,SEE W DISTANCE PER SUBSTRATE, TABLE 8. O 14 SEE TABLE 8. N g a1o0 0 Q E� SHOWN HIM VISIBLE LIGHT FORMULAS: Q��• �,w U) Z46 55 (SHOWN FOR HI-RISE SILL,SEE i J O yZ SHEET 9 FOR STANDARD SILL) ZLL '43 13 DADE APPROVED MULLION,FBC WIDTH UU_CS ®ED _ —Te BUCK COMPLIANT ALUMINUMISTEEL FRAMING cHEIGHT 83 USE EITHER 1 OR STEEL STUD.MAY BE VERTICAL OR @SASH 8 FIXED LITE:BUCKWIDTH-4.12" Lu ag J MSWEEP LATCH @ HORIZONTAL.SEE SUBSTRATE O W ^HEIGHT(EQUAL-LITE)OTTO NOR 2 PROPERTIES,TABLE B. 00zBOTTOM LOCKS BUCK HEIGHT2-3.23" �Z � � ZINSTALLATION C7SASH HEIGHT(PROVIEWI LL VISIBLE OPTION 4 @FIXED LITE:BUCK HEIGHT2+4.28" j ZOO LIGHT ANCHORED THROUGH @SASH:BUCK HEIGHT2-11.43" 2 WHEIGHT FRAME INTO METAL ® N W V HEIGHT(CUSTOM SASH) _ W @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" Z laay5 @SASH:SASH HEIGHT-4.60" X EXTERIOR TABLE 8: 0 J Qo a12 33 Anchor Substrate Diistancee Mn.Embedment NOT s: ? _ 15 P.T.Southern Pine(8(3--0.55) 9/16" 1-318" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHOR LISTED ON J Q lA OPTIONAL HI-RISE #12 Steel, TABLE B.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q W 42 SILL SHOWN.SEE 18-8 or 410 Aluminum,6063-T5 min. 3/8" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF alll •asap sauag 1"WEEP SHEET 10 FOR A36 Steel 3/8" 0.063" THE WINDOW. NOTCH AT STANDARD SILL. SS Screw EACH ENDSteel Stud,Gr.33 Mn. 318" 0.045" 18 Ga 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE �p1Y LYN/y /�� 1/4"MAX. " �` SConcrete(min.3.35 ksi) 1" B.ALL WOOD BUCKS LESS THAN 1-12THICK ARE TO BE 1 HIM -3/4" "•• h1j �, 1/4"410 SS CONSIDERED IX INSTALLATIONS.IX WOOD BUCKSARE OPTIONAL ``��.•''�)CENSF'•.��� CreteFlex Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS P.T.Southern Pine SG=0.55) V. 1-318" DEPICTED AS 2X ARE 1-12"THICK OR GREATER.1X AND 2X BUCKS _* No.58705 NO ANCHORS (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER Concrete(min.2.85 ksi) 1" 1-3/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND _ REQUIRED IN , 1/4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR � FLANGE OR .• Ultracon Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" ARCHITECT OF RECORD. EQUAL-LEG P.T.Southern Pine SG=0.55 1" 1-318" iO,n'• s OF" (V� FRAME SILLS RIDP, 3MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. )VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS � C0 ... .•'•\t'�� • •• ° 8)USE ONLY FLATHEAD ANCHORS IN JAMBS. AN/HEX/FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. ��/SS'ONAL VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. //111 I I 1 1111`\ C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,P.E. P.E.#58705 INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE EDGE DISTANCE DISTANCE EMBEDMENT O O EDGE O DISTANCE 1/4"MAX SHIM 1/4"MAX SHIM 5 SASHVISIBLE 17 ApiWcd atmmp{ylsgw9t6 rlu LIGHT WIDTH EMBEDMENT Dow 19 27 �1/4.MAX EMBEDMENT FIXED VISIBLE 2 SHIM LIGHT WIDTH I I r 30 18 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE FIXED DISTANCE PER SUBSTRATE, 44 VISIBLE SEE TABLE 9. LIGHT z HEIGHT I 31 5 R@ 8 _ BUCK WIDTH 82 r TYP.ANCHOR TYPE, m HORIZONTAL SECTION C-C Y EMBEDMENTANDEDGE W z .� N 45 DISTANCE PER SUBSTRATE,SEE 30: TABLE 9.(NAIL SHOWN) O p In DADE APPROVED MULLION,FBC r2 14 COMPLIANT ALUMINUMISTEEL FRAMING (9 slop a' 1/4"MAX.SHIM �( I+ OR STEEL STUD.MAY BE VERTICAL OR O F u�" Z HORIZONTAL.SEE SUBSTRATE -U J o d Z p PROPERTIES,TABLE 9. VISIBLE LIGHT FORMULAS: ZLLm m 43 (SHOWN FOR STANDARD SILL;SEE =W BUCK 13 SHEETS 7 OR 8 FOR HI-RISE SILL) W U co HEIGHT1-- ®J J u.xo�p aN USE EITHER 1 #10 OR#12 STEEL C.W a Q 9M0 SWEEP LATCH Q SELF-DRILLING WIDTH o� F- MIDSPAN OR 2 46 55 @ SASH&FIXED LITE:BUCK WIDTH-4.12" p v a Cl) BOTTOM LOCKS SMS(G5),SEE TABLE 9. .-Z W 0 Z HEIGHT(EQUAL-LITE) SASH BUCK HEIGHT2-3.23" Z OLL VISIBLE INSTALLATION O = v 0 LIGHT HEIGHT(PROVIEW) HEIGHT OPTION 7 @FIXED LITE:BUCK HEIGHT2+428° N W W ANCHORED THROUGH @SASH:BUCK HEIGHT2-11.43" (JCO .9 INTEGRAL FIN INTO METAL Z X laayg HEIGHT(CUSTOM SASH) (A z LL QFUCED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" ¢ g 18 STANDARD SILL @SASH:SASH HEIGHT-4.60" p 7 J Q EXTERIOR SHOWN.SEE z 33 PREVIOUS SHEETo 42 8 FOR OPTIONAL U W = 1"WEEP HI-RISE SILL. Q Z NOTCH AT--" T ant 'asap saua5 EACH ENDTABLE 9: Min.Edge Min, 1/4'MAX NOTES: SHIM Anchor Substrate Distance Embedment . Y LYN 1)USE ONLY SUBSTRATE-APPROPRIATE � TTT 2-1/2"x.113"Box Nall P.T.Southern Pine(SG=0.55) 5/16" 2.438 ANCHORS LISTED ON TABLE 9.FOLLOW ;`� ?�•'��GENSF ��( } 2-1/T'x.131"Common Nall P.T.Southern Pine(SG=0.55) 3/8" 2.438 EMBEDMENT AND EDGE DISTANCE LIMITS.ANY eC�.• •.�`� INSTALLATION OPTION SHOWN MAY BE USED 2-1/2"x.145"Roofing Nail P.T.Southern Pine(SG=0.55) 316" 2.438 ON ANY SIDE OF THE WINDOW. = No.58705 TYP.ANCHOR TYPE, 2-1/2"x.145"Roofing Nail P.T.Southern Pine SG=0.55 3/8" 2.438 = EMBEDMENT AND EDGE EDGE DISTANCE g ( ) 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO "p _ DISTANCE PER SUBSTRATE, _� P.T.Southem Pine(SG=0.55) 1!2" 1.375 REFERRED TO AS DAYLIGHT OPENING)IS SEE TABLE 9. #10 Steel Trusshead Screw o (SCREW SHOWN) EMBEDMENT #12 Steel,18$of 410 SS 0.125"Aluminum,6063•T5 min. 5116" 0.125 MEASURED FROM BEADING TO BEADING. O,�'•, Screw 0.050"A36 Steel 5/16" 0.05 %��t`s''•.<ORIO!`.•''G\��� VERTICAL SECTION D-D 10.04511(18 Ga)Steel Stud,Gr.33 min. 5/16" 1 0.045 �'�. NAL A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. A LYNN MILLER,P.E. P.E.#58705 2.560° 3.185" 2.060" 2.848" 2.848" T T '�2„ 1.125° 2.848•' -+{ .062" .062"--lE .062" 2.112" � 2.724° 2.724" 2.724° 1.489" +pProveG as complying with a. .987" L1.125" F!o Bptding D ,062" .062" .062" Osie � YRkral€®de ProdeR O FLANGE FRAME HEAD O INTEGRAL�EAD FIN FRAME O EQUAL LEG FRAME HEAD O FLANGE FRAME JAMB O JAMB FIN FRAME O EQUAL LEG FRAME JAMB 2.798" -+{ 2.798' 2.798" 2.798" 2.798" 2.798" 3,008" W ? s y I A2.841" 36" 2.341" 3.508" 4. 0 ;i O 3:133" oco .062" .062" .062' 062" .082' .062" nQay (!) 04 g alo0 O Ox Z Z OLL O 6FNF W O Z C m S LU A =L s v n 1.125" FLANGE FRAME SILL 1,125" EQUAL LEG FRAME W V co ®a -t u � '-N O FLANGE FRAME SILL eO EQUAL LEG FRAME SILL lu HI•RISE 72 SILL HI-RISE C,LU Q OMo OINTEGRAL FIN FRAME SILL Or W tt INTEGRAL FIN FRAME Z p Z 2.273' ---�-� OSILL-HI-RISE z LL �•{ 1.300" .120" 2.273" -� Z .170" SILICONE '--Jl HOT-MELT BUTYL = STRUCTURAL ® w POLYISOBUTYLENE 1/4'NOM. STRUCTURAL 3/16°NOM. 2.772" WITH SILICONE °� Z laayg 2211" 2.105" •062" DESICCANT FOAM WITH y Z 2.150' 1.235" DESICCANT a 0 O Q .062" 062" EXT.GLASS O Z N o i A EXT.GLASS I _ 1.300" �-- INT.GLASS INT.GLASS Q y .062" -+-�I+--• "'�'I 1.300" I� 1.300" SASH BOTTOM RAIL- 70 KODISPACE 4SG TPS 71 SUPER SPACER®NXT ap1asaa saua5 to SASH TOP RAIL 14 FIXED MEETING RAIL 15 7e SASH BOTTOM RAIL t7 SASH SIDE RAIL HI•RISE ,,'%'oNYILYNN ALUMINUM DESICCANT FILL ,`�,.••" POLYISOBUTYLENE AGENS• C L1.446" REINFORCEMENT SEAL 5/16"NOM. ` Q�:' L 6 1.522' ,62T' '040* •634" .465" --� �.617" --- .496" 1 SILICONE SEAL _ I_L ROLL•FORMED *: No,58705 BUTYL& STAINLESS STEEL _ '= .040" .813" .802' .802' .802' .80Y' DESICCANT EXT.GLASS EXT.GLASS %�O�•.. ffATF ;'•(V ` --►I 1.370' .070' .070' .045" -SII+-- .050" �1 �i '•.°f;ORIDP•,.•'' to HEAD CHOR to SASH STOP COVER z�IG BEAD z5B IG SNAP BEAD ze 5/16"LAMI BEAD O 7/16"LAMI 13EAD O o Imo.G�� O INT.GLASS �'�isS�ONAL IE?G�� 72 DURASEAL SPACER 73 XL EDGE SPACER A LYNN MILLER,PE P.E.N 58705 TABLE 11: Item PGT Part# Description Material 51 ASSEMBLY DETAILS FOR 1 64200% Head,Flange Ium.6063 Ts FLANGE FRAMES 2 624017 lHead,Integral Fin Alum.6063-T6 (OTHER FRAME TYPES SNAILAR). 3 624028 Head,Equal4eg Alum.6063-T6 0 4 624004 Jamb,Flange Alum.6063-T6 4 4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063-T52 1 6 624020 Jamb,Integral Fin Alum.6063-T6 51 tipproveaaacomMY�6ry Fiarlda B rdin(•,� 5A Jamb,Integral Fin(Used For Alternate Radius Top Head) Alum.6063-T52 Date 'L Ftoi d 6 624031 Jamb,Equal-leg Alum.6063 TB ,per 6A Jamb,Equal-leg(Used For Alternate Radius Top Head) Alum.6063-T52 40 HEAD 7 624002 ISill,Flange Alum.6053-T6 P 8 624018 S111,Integral Fin Alum,6083-TS INTERIOR 41 9 1 624029 ISill,Equal-leg Alum.6083-T6 JAMB 10 1 624003 ISM,Hi-Rise,Flange Alum.6063-T6 11 624019 1 Sill,Hi-Rise,Integral Fin Alum.8083-T6 12 624030 Sill,Hi-Rise,Equal-leg Alum.6063-T6 4 14 13 624006 Sash Top Rail Alum.6005A-T61 INTERIOR 14 624005 Fixed Meeting Rail Alum.6D05A-T61 1�n 15 624012 Sash Bottom Rail-Hi-Rise Alum.6063-T6 JAMB 00 16 624068 Sash Bottom Rail Alum.6063-TS W 17 624007 Sash Side Rail Alum.6063.78 FIXED MEETING RAIL w c 18 624051 Head Anchor Coeer Alum.6063•TB ,° $ N .- 19 624075 Sash Stop Alum.6063-78 N z al°0 O� Q 25A 624009 IG Bead Alum.80s3 T5 O Z 'o 26B 624011 IG Snap Bead Alum.6063-T5 O-t w w o 26 624013 5/16"Lam!Beading Z tl m m Ln ~ Alum.6063-T6 m SASH BOTTOM RAIL =w 6 0 27 624026 7/76tamiBeading Alum.6063-716 SASH OUCc d !E u^ c 30 BTP247 Glazing Bead,Bulb Vinyl for#624023 Vinyl 4 UJI Lu Q 9mo 31 STP248 Glazing Bead,Bulb Vinyl for#624009򘖋 Vinyl SIDE 16 0 32 724046 Sweep Latch(@ Top Rail) Cast Zinc RAIL Z Z 33 624049 Bottom Latch(@ Sill) Alum.6063-TB JAMB LL 34 Setting Block(118"X 1/2"X4') Neoprene ? _ O 35A IG Setting Block(118"X314"X4") Neoprene m = 35B 724014 IG Snap Setting Block Vinyl 17 ® _1 p 36 724044 Bottom Rail Weatherstrip Extension C7 37 724053 Sill Gasket Polyethylene 37 � y W hays 38 724054 Sash Top Rail Gasket Polyethylene 39' 724055 Sash Bottom Rail Gasket Polyethylene o j U o 40 724057 Head Gasket Polyethylene oly n 41 724083 Meeting Rail Gasket Polyethylene INTERIOR a Lu m 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 39 43 Weatherstrip,.270"x.187",Fin Seal(@ MR) argl •asap sar�a5 44 67S16G Weatherstrip,.170"X.270",Fin Seal(@ Sash Side Rail) 45 Weatherstrip,.170"X.187",Fin Seal(@ Top Sash Rail) ```%%%Y LYNN 46 %odes Balance with Co%er&Trim Rigid Vinyl SILL TABLE 10:MATERIAL PROPERTIES USED ��` pN,......,,.,y� 51 761PSCX #6X1"PH SMS(Assembly) Stainless Steel 51 FOR ANCHORAGE CALCULATIONS: `` K,�.•-�7CENS�c '•���% 55 7834AA #8 X 314"Ph.PN SMS(Balance) Stainless Steel 7 Material Min.F, Min.Fe Q= 63 Alum.Screen with Fiberglass Mesh Varies steel Screw 92 ksi 120 ksl - No.58705 70 - Kommerling Kodispace 4SG TPS INTERIOR 18-8 Screw 60 ksi 95 ksi 71 l]uanex Super Spacer N(T See Sheet S_] 410 Screw 90 ksi 110 ksi �j, 72 l]uanex Duraseal Spacer 10 for 51 Elco UltraCon® 155 ksi 177 ksi ��Q'•, .9 OF Materials 410 SS Elco CreteFlex& 127.4 ksi 189.7 ksi %T C\� 73 Cardinal XL Edge Spacer NOTES: �'••.PLORiDP'--'0""' 74 74 Dow 791,899 or GE 7700 Backbeddin Silicone 6063.75 Aluminum 16 ksi 22 ksi s .......... � 9 1)ALL CORNERS TO USE GASKET AND/OR SEALANT. A36 Steel 36 ksi 58 ksi �"//S/ONAL ` Gr.33 Steel Stud 33 kai 45 ksi '�I/11 1111W` 2)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. A LYNN MILLER,P.E. P.E#58705 Ij 1