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i:$PEC SHEE7;�1 ';Sheet 1 oft DEALER NAME THD AT HOME SERVICES BOX/CRATE ORDER EMAIL SENT TIME 11:30:17 SALES CONSULTANTJames Smedley YES NO 'YES NO DATE 02112/2018 ORDERED BY PGT USE CSR&EXT TOM V.x21328 ALICE W.x21343 ORDERED BY PHONE# $,O,# DEALER# 12228 CITY,STATE ' f 6HIP DATE CUSTOMER SUE MURRELL SHIP TO# SHIP VIA JOB# i-CXIONV7 MDI7 YES NO LEAD TIME AUTH PO# IF'NO'INDICATE STANDARDS DESIRED CHECKER'S INITIALS WINGUARD(IMPACT) ENERGYVUE(NON-IMPACT) REQUIRED FOR MIAMI DADE: SOLD ON PROMO YES NO REMODEL NEW CONSTRUCTION WOOD OPENING #12 WOOD SCREW 114"SS TAPCON 114"SS4 CRETEFLEX CONCRETE OPENING e. NII •• rrr^ r- r r a . OPllona LABOR ' tN pLANGE z a STtr XOper tng TYPE TOP�or to m Hairlwata OFT70Pl5J IiGT :;:SPEC ,orr':BOX ii' ;WIDTH HEIGH, >ia :;:Or-REV 5-Stalib'rie HANDING �I FLAT:_-°or-' ;BOTTbM " Screens %fv115C ITEMS.-afVIDTi: HEIGHT=; 'ROOM Q. ISE SERIES#;(C DE :. ... E; .. <'_,. ,n. !— .. .. ....„rY .-. .. .....{ rB `� UI i ......_......_..... R....... CODE:.FRAM INTERIOR EXTER)OR.,_,{N. (iR.} t}t ,:an. as .STACK .VJewad Tromreputstda,:::.. {RH or LH} SCULPTURE S} PATTERN Or ALL xe..,..� ,.. &�MuAs,„„ �GOOE,, ,=u n}, � tri.} _ 1 FAM 9704 SH B WH WH 38.00 61.00 89 Standard,Standa LSR rd:WHT I 2 FAM 9704 SH B WH WH 38.00 38,00 76 Standard,Standa LSR d:WHT i 3 FAM 9704 SH 0 JWH WH 38.00 61.00 Be Standard,Sianda LSR rd;WHT 4 _FAM 8704 SH 0 WH WH 38.00 61.00 8B Standard,Slanda LSR d:WHT 6 FAM 9704 SH a WH WH 38.00 51.00 Be Standwd,Standa LSR d:WHT B FAM 9704 SH B WH WH 38.00 61,00 89 ndard,Standa LSR TWHT *STALLER NOTES: 1 have reviewed and agreed with all/ob specifications and the Special Terms&Conditions on the back o/the yellow(Customer)copy. Customer Signature 4 M IAM I•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 ANCE OA www.miamida4Lgov/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 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 Acce tance number and a royal date bv the Miami-Dade Countv Product Control ec ' n. 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 biiilding code negatively affecting the performance of this product. TERMINATION of this NOA will occur.after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.18-0430.06 MIAMI-DADE COUNTY Expiration Date: August 23,2023 Approval Date: August 23,2018 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung - window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 window,prepared by Fenestration Testing Laboratory,Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by 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 ContrExa finer NOA No. -0 30.06 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez,P.E G. OTHERS 1. None. Manuel Ea .E. Product Control er NOA No.1 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 THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 18-31. 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 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. 17-314"MAX. 17_3/4" 52-1/8"MAX.BUCK WIDTH 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY (17-114"BUCK) 9-1/2"MAX. MAX. L� 4-11/16"MAX. APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE I (9"MAX.BUCK) 5"MAX.O.C. approved 0s couipiyieg with ft SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI B,SEE�_ _ O.C. D.SEE _ Flo' B tiding Cn< PER ANCHOR TYPE. SHEETS e&9 SHEET 10 D.w ) A.SEE C,SEE 40A6 4)ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. SHEETS 8&e SHEET 10 Nlaml CIA.Prod. oorroI 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED) EQUALLY I I / LHIi ZSHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. SPACEDWOODBUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITYOF THE ENGINEER,(EOR) ANCHORS PEOR ARCHITECT OF RECORD,(AOR). TABLES 6&7O 17-3116"MAX.O.C. 84'5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MAX. 83" ii STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. TIP MAX'12-1/16"MAX.O.C. BUCK INSTALLATION ANCHORS SHOULD BE SEALED.-OVERALL SEALING&FLASHING STRATEGY )( i TO x i �• HEIGHT FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND —I v/1 HEIGHTL �THE SCOPE OF THESE INSTRUCTIONS. EQUALLY SPACED ANCHORS PER 135!16"MAX.O.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. 5"MAX. J W9-112"MAX. O.C. I / C w O 7)DESIGN PRESSURES: (9"MAX.BUCK) O '�a O A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER A }n a1o0 O ASTM E1300. \ 6 Nt z 15 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE„STRUCTURAL&CYCLE T�B NO ANCHORS AT SILL D__ 7 OJ M �2 O Z TESTING AND GLASS PER ASTM E1300. T o a vi Z o C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 53-1/8”MAX.TIP TO TIP WIDTH 1"WEEP NOTCH 4-11/18"MAX. 1"WEEP NOTCH Z IL :a!-. AT EACH END a .J_. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS U(W) o ®� Mo, CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN FRAME SHOWN WITH a o HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR SHOWN WITH EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION H-w ¢ ¢ DMG WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO r '? a O_ CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE TABLE 1:ALLOWABLE GLASS TYPES Z m u z H- FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. Glass DP USER INSTRUCTIONS: (D 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER 7 Description(Listed from Exterior to Interior) WIZ LU LL e Table# 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN O CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING 1 118"AN,.090"PVB,1/8"AN 2 PRESSURE REQUIREMENT FROM ASCE 7. m = W JURISDICTION, 13116"LIG:1/8"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN 2m 2)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW ® N J CID 10)REFERENCES:TEST REPORTS FTL 18-7835.1&18-7835.2;ELCO ULTRACON NOA;ELCO 3 13116"LIG:1/8"TP CAP,AIRSPACE,118"AN,.090"PVB,1/8"AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN W (D W laayS PRESSURE FROM TABLES 2-5.IT MUST EQUAL OR EXCEED THE I- CRETEFLEX NOA;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 4 1/8"HS,.090"PVB,118"HS 4 O ANSLAF&PA NDS&ALUMINUM DESIGN MANUAL OBTAIN PRESSURE REQUIREMENT FOR THE WINDOW OPENING < U7 Z 5 3/16"AN,.090"PVB,3116"AN 4 OBTAINED INSTEP 1. LL � J Q 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 6 13116"LIG:3116"AN CAP,AIRSPACE,118"AN,.090"PVB,118"AN 4 OZ 7 13/16"LIG:3116"TP CAP,AIRSPACE,1/8".AN,.099"PVB,1/8"AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6&7. W r- 8 8 3/16"AN,.D90"SG,3116"AN 5 4 INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 8 O FIGURE A:ALLOWABLE SASH CONFIGURATIONS AND SHAPES - ) J LU 9 3116"HS,.090"SG,3116"HS 5 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN Q C7 --�-{ WIDTH ��——�{ WIDTH ' �-� --�{ WIDTH �- 10 13116"LIG:1/8"AN CAP,AIRSPACE,1/8"HS,.090"SG,1/8"HS 5 INSTALLATION. aoyasaQ saua5 I I 11 13/16"LIG:1/8"AN CAP,AIRSPACE,3/16"AN,.09D"SG,3/16"AN 5 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME \\\\\I I I I//I 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 ���� N LYNN _ / 13 13/16"LIG:118"TP CAP,AIRSPACE,3116"AN,.090"SG,3/16"AN 5 EQUAL LEG/BOX). `� �0..•"""••.M/ S2 r7 14 13!16"LIG:3/16"AN CAP,AIRSPACE, 118"HS,.090"SG,1/8"HS 5 ; �'t.•' V\CENSF'•.�(< _ _ / _ = 15 13/16"LIG:3116"TP CAP,AIRSPACE, 118"HS,.090"SG,1/8"HS 5 �' / W * No.58705 +' SG=KURARAY SENTRYGLAS®INTERLAYER BY GENERAL NOTES..............................................1 _ KURARAY AMERICA,INC. ELEVATIONS.........................................................1 !' CODES/STANDARDS USED: ® np� RECTANGULAR RADIUS-TOP RECTANGULAR PVB=KURARAY TROSIFOL PVB INTERLAYER BY DESIGN PRESSURES/GLAZING DETAILS........2-4 �/f,," •2017 FLORIDA BUILDING CODE FBC,6TH EDITION AST• ST TE O� � WITH EQUAL WITH PROVIEW WITH CUSTOM ( ) KURARAY AMERICA,INC. ANCHOR QUANTITIES..........................................5-6 LITE SASH SABH SASH •ASTM E1300-09 AN=ANNEALED INSTALLATION,FLANGE......................................7 �i(�iS '•'LORiOl"•'•G\�� :ASTMSI/AF NDS-2015 FOR WOOD CONSTRUCTION 7P=TEMPERED HEAT-STRENGTHENED INSTALLATION,NQTEGRAL FIN.........................9 /7715�0NAL ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED.SHAPES -ALUMINUM DESIGN MANUAL,ADM-2015 MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING •AISI S100-12 EXTRUSION PROFILES.........................................10 DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE •AISC 360-10 ASSEMBLY&PARTS LIST....................................11 A.LYNN MILLER,P.E. TABLES ON THE FOLLOWING SHEETS. P.E.#58705 TABLE 2: Bottom sash Sash Height Design Pressure(lbslfe)for Glass Types 1&2 Description Range(In) Tip to Tp Width hr Giren Range 18" 25' 33" 3T 41" 45" 49" 53-1/8" 24" Equal-lite 12.464 +65.0 $0.0 +65.0 20.0 +65.0 $0.0 +65.0 1 60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 60.0 Equaldite 15.964 +65.0 -80.0 +65.0 20.0 +65.0 -80.0 +65.0 20.0 +65.0 $0.0 +65.0 -80.0 +65.0 20.0 +65.0 20.0 5116"NOM. 31" Standard Pro�lew 12,994-15.963 +65.0 -80.0 +65.0 20.0 +65.0 $0.0 +65.0 20.0 +65.0 $0.0 +65.0 -80.0 +65.0 20.0 +65.0 20.0 GLASS STACK Shortest 12.464-12.993 +65.0 $0.0 +65.0 20.0 +65.0 -80.0 +65.0 20.0 +65.0 20.0 +65.0 -80.0 +65.0 20.0 +61.1 -80.0 1/8"AN GLASS Appowed as zomPlying with W, Equal-lite 19.652 +65,0 20.0 +65.0 20.0 +65.0 60.0 +65.0 20.0 +65.0 $0.0 +65.0 -80.0 +65.0 20.0 +65.0 20.0 .090"PVB M.rida 'A ing CcJ Standard Pro iew 15.944-19.651 +65.0 $0.0 +65.0 20.0 +65.0 20.0 +65.0 $0.0 +65.0 20.0 +65.0 -80.0 +65.0 20.0 +65.0 20.0 1/8"AN GLASS Data 38.318" Custom Size 15.131-15.943 +65.0 $0.0 +65.0 20.0 +65.0 $0.0 +65.0 20.0 +65.0 $o.0 +65.0 -80.0 .+65.0 20.0 +65.0 20.0 30 HO.0 Custom Size 14.131-15.130 +65.0 -80.0 +650 20.0 +65.0 $0.0 +65.0 20.0 +65.0 20.0 +65.0 -80.0 +65.0 20.0 +65.0 $0.0 311¢ml D e['rodutt unitei Shortest U14.1304.130 +65.0 20.0 +65.0 -80.0 +65.0 $0.0 +65.0 20.0 +65.0 20.0 +65.0 -80.0 +65.0 60.0 +65.0 20.0 26 ill"NOM.Equal-lite4 +65.0 20.0 +65.0 60.0 +65.0 $0.0 +65.0 20.0 +65.0 20.0 +65.0 20.0 +65.0 20.0 +65.0 20.0 GLASS BRECustom Size 2963 +65.0 20.0 +65.0 $0.0 +65.0 $0.0 +65.0 20.0 +65.0 $O.0 +65.0 -80.0 +65.0 20.0 +65.0 $0.0 EXTERIORStandard Pro%iew0.130 +65.0 20.0 +65.0 20.0 +65.0 $0.0 +65.0 20.0 +65.0 20.0 +65.0 20.0 +65.0 $0.0 +65.0 $0.045' Custom Size 18.593 +65.0 $0.0 +65.0 -8D.0 +65.0 $0.0 +65.0 20.0 +65.0 $0.0 +65.0 -80.0 +650 20.0 +65.0 $0.0 75 Custom Size 16.130 +65.0 $0.0 +65.0 20.0 +65.0 20.0 +65.0 20.0 +65.0 $0.0 +65.0 -80.0 +65.0 20.0 +65.0 20.0Custom Size 15.130 +65.0 20.0 +65.0 -80.0 +65.0 20.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.034Shortest 14.130 +65.0 -80.0 *65.0 20.0 +65.0 20.0 1+65.0 20.0 +65.0 20.0 +65.0 -80.0 +65.0 20.0 +65.0 20.0 GLASS TYPE 1 - Equal-lite 24.964 +65.0 -80.0 +65.0 -B0.0 +65.0 20.0 +65.0 20.0 +65.0 $D.D +65.0 -80.0 +65.0 -60.0 1+65.0 $0.0 Custom Size 22.131-24.963 +65.0 20.0 +65.0 20.0 +65,0 1 20.0 +65.0 1$0.0 1+65.0 $0.0 +65.0 20.0 +65.0 20.0 +65.0 20.0 Standard PvA w 20.194-22.130 +65.0 -80.0 +65.0 -60.0 +65.0 1$0.0 +65.0 20.0 1+65.0 20.0 +65.0 -80.0 +65.0 20.0 +65.0 -80.0 W z 49" Custom Size 18.131-20.193 +65.0 $0.0 +65.0 -80.0 +65.0 1 20.0 +65.0 20.0 1+65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 20.0 > Custom Slze 16.131-18.130 +65.0 -80.0 +65.0 -80.0 +65.0 $D.0 +65,0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 w o Custom Size 14.131-16.130 +65.0 20.0 +65.0 -80,0 +65.0 20.0 +85.0 -80.0 1+65.0 20.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.6 0U) U) Shortest 12.464-14.130+ +65.0 20.0 +65.0 -80.0 +65.0 20.0 +65.0 20.0 +65.0 20.0 +65,0 -80.0 +65.0 $D.0 +65.0 -75.1 I� 13/16"NOM. >-1- z w al°0 0 Equal-lite 25.777 +65.0 60.0 +65.0 .80.0 +65.0 20.0 +65.0 -80.0 +65.0 20.0 +65.0 -80.0 +65.0 -80.0 +65.0 20.0 I GLASS STACK O t+g U) Z z Custom Size 24.131-25.776 +65,0 -80.0 +65.0 20.0 +65.0 $0.0 +65.0 60.0 +65.0 20.0 +65.0 20.0 +65.0 20.0 +65.0 20.0 *GG -1 J O a. W o o Standard PrWm 20.844-24.130 +65.0 $0.0 +65.0 20.0 +65.0 $0.0 +65.0 20.0 +65.0 $0.0 +65.0 -80.0 +65.0 60.0 +65.0 60.0 AZ LL n Custom Size 20.131-20.843 +65.0 20.0 +65.0 20.0 +65.0 60.0 +65.0 -80.0 +65.0 $0.0 +65.0 20.0 +65.0 $0.0 +65.0 $0.0 1/8"AN =IL o¢ �9• n F 50-518" LASS () 05 ®Custom Size 18.131-20.130 +65.0 $0.0 +65.0 -80.0 +fi5.0 20.0 +65.0 20.0 +65.0 20.0 +65.0 28.0 +65.0 20.0 +65.0 $0.0 Custom Size 16.131-18.130 +6&0 20.0 +65.0 -80.0 +65.0 20.8 +65.0 20.0 +65.0 $0.0 +65,0 20.0 +65.0 -80.0 +65.0 -77.6 H W u 9410 Custom Size14.131-16.130 +65.0 20.0 +65.0 $0.0 +65.0 20.0 +65.0 20.0 +65.0 $0.0 +65.0 .80.0 +65.0 20.0 +65.0 -75.1 .-.Shortest 12.464-14.130 +65.0 -80.0 +65.0 20.0 +65.0 $0.D +65.0 -80.0 +65.0 20.0 +65.0 20.0 +65.0 60.0 +65.0 -73.9 �OREqualaite 31.964 +65.0 20.0 +65.0 $0.0 +65.0 20.0 +65.0 28.0 +65.0 $0.0 +65.0 •80.0 +65.0 20.0 +65.0 $0.0 (�Custom Size 26.131-31.963 +65.0 20.0 +65.0 20.0 +65.0 $0.0 +65.0 -80.0 +65.0 20.0 +65.0 $0.0 +65.0 $0.0 +65.0 -77.fi EXTERIOtLStandard ProNew 25.794-28.130 +65.0 $D.0 +65.0 -80.0 +65.0 $0.0 +65.0 20.0 +65.0 -80.0 +65.0 •80.0 +65.0 20.0 +65.0 -73.9 24.131-25.793 +65.0 20.0 +65.0 -80.0 +65.0 20.0 +65.0 28.0 +65.0 20.0 +65.0 -80.0 +65.0 20.0 +65.0 -72.763" Custom Size 22131-24.130 +65.0 20.0 +65.0 -80.0 +65.0 20.0 +65.0 -80.0 +65.0 -80.0 +65.0 20.0 +65.0 -78.8 +65.0 -70.5 Custom Size 20.131-22130, +65.0 .80.0 +65.0 -80.0 +65.0 20.0 +65.0 20.0 +65.0 .80.0 +65.0 -80.0 +65.0 -77.1 +65.0 68.4 35 R fit' C7 Z aa45 Custom Size 18.131-20.130 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 28.0 +65.0 .80.0 +65.0 -80.0 +65.0 -75.4 +65.0 -66.5 GLASS TYPE cn Custom Size 16.131-18.130 +65.0 20.0 +65.0 20.0 +65.0 •80.0 +65.0 20.0 +65.0 20.0 +65.0 •77.1 +65.0 -73.8 +64.7 -64.7 < W Q Shortest 13.194'-16.130 +65.0 20.0 +65.0 60.0 +65.0 20.0 +65.0 20.0 +65.0 -75.9 +65.0 -71.8 +65.0 28.2 +82.3 62.3 O J O O Equal-lile 36.464 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 20.0 +65.0 $D.0 +65.0 20.0 +65.0 $0.0 +65,0 -73.9 z 2 Custom Size 36.131-38.463 +65.0 $0.0 +65.0 $0.0 +65.0 20.0 +65.0 20.0 +65.0 $0.0 +65.0 -80.0 +65.0 -79.8 +65.0 -71.6 U I-- j:-r Custom Size 34.131-36.130 +65.0 60.0 +65.0 20.0 +65.0 20.0 +65.0 20.0 +65.0 $0.0 +65.0 20.0 +65.0 -77.9 +65.0 .69.4 J d7fi" Standard Prouiew 30.994-34.130 +65.0 $0.0 +65.0 $0.0 +65.0 20.0 +65.0 -80.0 +65.0 $0.0 +65.0 20.0 +65.0 -75.4 +65.0 -66.5 Q ali!l Custom Size 30.131-30.993 +65.0 20.0 +65.0 .80.0 +65.0 20.0 +65.0 20.0 +65.0 20.0 +65.0 -78.9 +65.0 -74.6 +65.0 -65.6 Custom Size 28.131-30.130 +65.0 20.0 +65.0 20.0 +65.0 20.0 +65.0 20.0 +65.0 -79.1 +65.0 -75.3 +65.0 -71.9 +63.8 63.8 \\\\ 1777 Shortest 26.194'-28.130 +65.0 1$0.0 +65.0 20.0 *65.0 20.0 +65.0 20.0 1+65.0 -75.9 +65.0 -71.8 +65.0 68.2 +62.3 623 \\��\ QNYLYN/y,f.����� Equal-lite 42.4fi4 +65.0 $0.0 +65.0 20.0 +65.0 -60.0 +65.0 20.0 +65.0 20.0 +65.0 20.0 +65.0 -77.9 +65.0 69.4 �•'••�,1GENgF M�(� 84" Custom Size 38.131-42.463 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 20.0 +65.0 $0.0 +65.0 -78.9 +65.0 -74.8 +65.0 65.6 _� Q-:• 'P Standard Protiew 34.194`-38.130 +65.0 1 20.0 +65.0 $D.D +85.0 $0.0 +65.0 $0.0 +65.0 -75.9 +65.0 -71.8 +65.0 -68.2 +62.3 62.3 No,58705 7k •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 =-D MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 0 �(V MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 ST 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. AN=ANNEALED TONAL tE\\\\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE, TP=TEMPERED 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. A LYNN MILLER,P.E. 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PER NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED P,EA 58705 TABLE 3: Bottom Sash sash Height Gi1enRan for Rarge Design Pressure(Ibs1W)for Glass Type 3 Deson. Range(in) Tip to Tip Width 18" 25" 33" 3T' 41' 45" 49" 53-1/8" 13116" 24" Equal-lite 12464 +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 _�7 GLASS NOM. GLA55 STACK 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 31" Standard PrW- 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 .090"PVB AIRSPACE Shortest 12.454-12.993 +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 -80:0 118"TP GLASS 4ppmwd w comply!-&witb Ib+ Equal41t. 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 1/B"AN GLASS Fbri 0)rldingC Standard Proxim 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 0.1. �// 38-318" 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 'AGAF' p 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 Nlaml Dale Yruduct trot 5®OR 58 1!2"NOM. Shortest 12.484.14.130 +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 GLASS BETE 4- Equal-lite 22964 +65.0 -8D.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -6D.0 +65.0 -80.0 EXTE�LRIOR Custom Size 20.131-Z2.963 +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 Pnniew 18.594-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65,0 -60.0 46" 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 -80.0 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 +65.0 -80.0 +65.0 80.0 OR 58 Custom Size 14.131-15.130 +65.0 -80.0 +65.0 -80.0 +65.0 8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 GLASS TYPE 3 � Shortest 12.464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65,0 80.0 Equal-lite 24.964 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -8D.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 22131-24.963 +65.0 -80.0 +65.0 -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 ProJew 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 W i 49" Custom Size 18.131-20.193 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.00 +65.0 80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 16.131-18.131) +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 w o > Custom Size 14.131-16.130 +65.0 -80.0 +65.0 -80.0 +65.0 $1).0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 O to Shortest 12.464-14.130 +65.0 -80.0 +65.0 -80.1) +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 i alDO 0 O O1 Equal4lle 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 17 F to 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 +85.0 -80.0 O J O a v, W O o Standard ProJew 20.844-24.130 +65.0 -80.0 +65.6 -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- 8D m_ Custom Size 20.131-20.643 +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 -B0.0 +65.0 -80.0 =W RB r 50-578" Custom Size 18.131-20.130 +65.0 80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 165.0 80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 U U O ®j umo�0 °N 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 40.0 +65.0 -80.0 +65.0 -80.0 F CD W < Q JMO 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 r a U) Shortest 12464-14.130 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 O`Z Z U - Equal-lite 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 Ur Cuslem Size 28.131-31.963 +65.0 -8Q.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- Standard P.4- 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 2 � Custom Size 24.131-25.793 +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 W [76!' Custom Size 22.131-24.130 +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 -80.0 +65.0 -80.0 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 Z Custom Size 18.131-20.130 +65.0 -80.0 +65,0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 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.D +65.0 80.0 +65.0 -80.0 +65.0 -73.8 LL W Q Shortest 13.194'-16.130 +65.0 8D.0 +65.0 -800.0 +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 J O O Equal-lite 38.464 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 z Q r 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 U F 2 Custom Size 34.131-36.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.1 J d U) Standard Prodew 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 Custom Size 30.131-30.993 +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 -74.8 Cuslom Size 28.131-30.130 +65.0 80.1) +65.0 '80.0 +65.0 -BO.0 +65.0 80.0 +65.0 80.0 +650 800 +65.0 80.0 +65.0 -727Shortest 26.194'-28.130 +65.0 80.0 +65.0 81).0 +65.0 -00.0 +65.0 EM +65.0 -80.0 +65.0 -77.7 +65.0 -71.1) �. NLYNEqual-lite 42464 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 +65.0 80.0 +65.0 80.0 +65.0 -79.1 Custom Size 38.131-42.463 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 +65.0 -80.0 +65.0 80.0 +65.0 -74.8 Q-:• •, Standard Pro lew 34.194'-38.130 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +85.0 -77.7 +65.0 -71.0 `*: No.58705 *_= MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:UL L O TIP WIND:HEIGHT-49 UC ;!G MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-40,391 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIPTO TIP HEIGHT-49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 ��� STTE OfFT •((7�` 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. LION ��\\ 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 REA 58705 TABLE 4: TABLES: Design Pressure(lbslft)for Glass Types 4-7I 5/16"NOM. Design Pressure for Glass Type9 8-15 3116°AN GLASS 3/18"HS GLASS *RI.. GLA 090 SG .090"SG Bottom Sash Tip To Tip GLASS STACK Bottom Sash Sash Height Tip To Tip Sash Height 118"HS GLASS 13-dption Width LASS 30 3/16"H GLASS Descdpllon Width .090"PVB R�9e PN for Gi-Ran Range(In) for Gl a Range 53-1/e" 9a 53-118" 30 1/B°H GLASS 26 24" Equal4ile 12484 +s5.0 4i0.D 24" Equal-lite 12.484 +80.0 -110.0 . 12"NOM. EquaHile 15.804 +65.0 -80.0 26 Eq.141te 15.964 +80.0 -110.0 EXTEGLASS BITE EXTERIOR GLASS BITE 31" Standard PmUew 12.994-16.983 +65.0 -80.0 12"NOM. 31" Standard PmUew 12.894-15.863 +80.0 -110.0 GLASS 817E Shortest 12.484-12993 +05.0 -80.0 EXTERIOR Shortest 12.464-12.883 +80.0 -110.0 74 hroped aq eeprplyrtlgE uaHile 19.652 +65.0 .80.0 (� 74 EquaHile 18.652 +80.0 -110.0 34 pP Nwltb lEwq GLASS TYPE 9 F7oH B idle e Standard ProUew 15.944.18.651 +85.1) -80.0 Standard Pmtiew 15.944-19.851 +80.0 -170.0 Date 34 38-3/8" Custom Size 15.131-16s43 +80.0 -11D.0 NOAB 3&318' Custom Size 15.131-15.843 +85.0 A0.0 GLASS TYPE 4 13116"NOM. 13/18"NOM. NI la1 Dade Praduct Cemtrol Custom Size 14.131-15.130 +65.0 -80.0 Custom Size 14,131-75.130 +60.0 -110.0 Shortest 12.464-14.130 +80.0 -110.0 + GLASS STACK GLASS STACK Shortest 12.484-14.130 +65.0 -80.0. ,090"SG .090'SG 7/16"NOM. Equal-Isle 22984 +80.0 -110.0 AIRSPACE AIRSPACE-- Equal-lite 22984 +85.0 -80.0 � GLASS STACK Custom Sae 20.131-22963 +85.0 410.0 Custom Size 20.131-22963 +80.0 -11 D.0 118"AN GLA 1B"HS GLASS 118"AN GLASS 3116"AN GLASS 3116°AN GLASS Standard PmUew 18.594-20.130 +60.0 -110.0 3i 74 31 74 Standard PmUew 18.584-20.130 +65.0 .-80.0 .090"PVB 45" Custom Size 16.131-18.593 +65.0 -80.0 - 30 3116"Ahl GLASS 46" Custom Sin 16.131-'18.5931+80.0 -110.0 Custom Size 15.131-16.130 +65,0 -80.0 27 1j Custom Size 15.131-16.130 +80.0 -110.0 �R 5 12'NOM. ®OR 5 12"NOM. Custom Size 14.131-15.130 +85.0 A0.0 12"NOM. Custom Size 14.131-15.130 +90.0 -110.0 6%TERIOR GLASS BRE EXTERIOR GLASS BITE Shortest 12464-14.130 +65.0 -80.0 E%TERIOR GLASS BITE Shortest 12.484-14.130 +80.0 -110.0 a a Equal-lite 24.964 +65.0 -80.0 EquaHile 24.964 +80.0 -110.0 7073 70.73 Custom Size 22.131-24.963 +65.0 -80.0 r 7q Custom Size 22.131-24.963 +80.0 -110.0 5®011 5 (BOR 5 Standard Pro%!w 20.194-22130 +65.0 -80.0 34 Standard PmUew 20.194-22.130 +60.0 -110.0 GLASS TYPE 10 GLASS TYPE 11 49" Custom Size 18.131-20.193 +65.0 -80.0 GLASS TYPE 5 49" Custom Size- 18.131'20.193 +60.0 -110.0 W z Custom Size 16.131-18.130 +80.0 -110.0 �j � a Custom Size 16.131-18.130 +65.0 -80.0 13118"NOM. I- 13116"NOM. � w � Custom Sae 14.131-18.130 +65.0 X0.0 Custom Size 14.131-16.130 +80.0 -110.0 �`- GLASS STACK f GLASS STACK R V 13/16"NOM. 0 R O In Shortest 12.464-14.130 +80.0 -110.0 .090"SG 090"SG t0 5 .- Shortest 12.469-74.130 +65.0 -80.0 J- GLASS STACK P }r alc0 O AIRSPACE AIRSPACE o¢ Q Equal-lite 25.777 +85.0 -80.0 .OBO"PVB .� EquaHile 25,777 +80.0 -170.0 (�N i w 'm 9 >= 1!8"TP GLASS 1/8'HS GLASS 118"TP GLASS 3116-AN GLASS V' '� x AIRSPACE Custom Size 24.131-25.770 +68.0 -110.0. O 1,.3 r w fn Z Custom Size 24.131-25.778 x65.0 -80.0 3/16"AN G F J7 7q 31 7q J n.¢ Z O F 1!B"AN GLASS Standard PmUew 20.844-24.130 +80.0 -110.0 J O _ Standard PrwA- 20.844-24.130 +65.0 +10.0 0 Z W O W O Custom Size 20.131-20.843 +65.0 -80.0 J1 74 r Custom Size 20.131-20.843 +80.0 -110.0 ®OR 5 5)OR 5 12"NOM. = ID o 50.5/8" 12"NOM. J 605!6 Cullom SIZe 18.131-20.130 +65.0 -80.0 Custom Size 18.131-20.130 +80.0 -110.0 GLASS BITE GLASS BITE W 1 qo� EXTERIOR EXTERIOR LU U 00 ®OR 5 12"NOM. Custom Size 16.131-18.130 +80.0 -770.0 W OD -r J uM 0 'oN Custom Size 16.131-18.130 +65.0 -80.0 a -T I- Custom x< J Custom Size 14.131-16.130 +fi5.0 -80.0 EXTERIOR GLASS BITE Custom Size 14.131-16.13D +80.0 -110.0 LU Slrortest 72.464-14.130 +85.0 -90.0 Shortest 12.464-14.130 +80.0 -110.0 70.73 7o-73 o- F Equal4ite 31.964 +65.0 -80.0 70.73 EquaiJite 31.884 +80.0 -110.0 ®OR 5 GLASS TYPE 12 ®OR 5 GLASS TYPE 13 Z U Z r Custom Size 28.131-31.903 +65.0 -80.0 ®Oft 5 Custom Size 28.131-31.963 +80.0 -110.0 GLASS TYPE 6 Z Standard PmUew 25.784-28.130 +65.0 -80.0 Standard PmUew 25.794-28.730 +80.0 -110.0 Z V- Custom Size 24.131-25.793 +65.0 -60.0 Custom Size 24.131-25.793 +80.0 -110.0 13116"NOM. 13110°NOM. e � O 63" Custom Size 22.131-24.130 +80.0 -170.0 GLASS STACK I GLASS STACK Z V 63" Custom Size 22131-24.130 +65.0 -80.0 13!16"NOM. .090"SG - .090"SG ® W Custom Size 20.131-22.130 +65.0 -80.0 GLASS STACK Cullom Size 20131-22.730 +BO.D -110.0 AIRSPACE--VAIRSPACE- Custom Custom Size 18.131-20.130 +65.0 -80.0 AIRSPACE .090"PVB Custom Size 18.131-20.130 +80.0 -110.0 3/16-AN GLASS 1/8"HS GLASS 3/16"TP GLASS 1/8°HS GLASS Z laeys Custom Size 16.131-18.130 +65.D -80.0 3116"TP GLASS i/8"AN GLASS Custom Size 16.131-18.130 +60.0 -110.0 31 74 31 74 In Shortest 13.194'.16.130 +65.0 -80.0 31 Shortest 13.194'-16.130 +BD.O -110.0 Q Equal4lte 38.46A +85.0 -80.0 74 EquaNite 3e464 +80.0 -110.0 ®OR 5 72'NOM. ®OR 5 12"NOM. u. J 00 Custom Size 36.131-38.463 +85.0 788.0 25 OR 5 12"NOM Custom Size 36.131-38.463 +80.0 -110.0 EXTETRIOR GLASS BITE EXTERIOR GLASS BITE n Custom Size 34.131-38.130 +85.0 $0.0 EXTERIOR GLASS BITE Custom SIZe 34.131-38.130 +80.0 -11 D.0 a U ~ _ 76" Standard PmUew 30.984-34.130 +65.0 -80.0 76" Standard PmUew 30.994-34.130 +80.0 -110.0 70.73 70.73 •--I d N Custom Sae 30.131-30.993 +65.0 -80.0 Custom SIZe 30.131-30.993 +80.0 -110.0 5®Oft 5 ®OR 5 Q Custom Sae 20.131-30.130 +85.0 -80.0 70.77 Custom Size 28.137-30.730 +80.0 -110.0 GLASS TYPE 14 GLASS TYPE 15 art 11- Sa!las OR 5 Shortest 26.194"-28.130 +65.0 a0.0 - GLASS TYPE Shortest 26.194'-28.130 +80.0 -110.0 ```l 11j7 Egrawte 42.464 �S.D ao.D Equaune 42.464 .fio.o -110.0 \� �tJY LYNN 84" Custom Sae 38.131-42463 +85.0 -80.0 84° Custom Size 38.131-42483 +8D.0 -110.0 ENSF ' Starldard PnMew 34.194'•38.130 -65.0 50.0 Standard PmUew 34.194'-38.130 +80.0 -110.0 \Q�; '•.(� •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 _•k; No.58705 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 _ CA' 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 0�•.• S ATE OF I 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. ,C7/S 70NAL 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.H 58705 TABLE 6: Anchor Quantities Required for Tip to 71p Width "Through-Frame"Installation 18" 25" 1 33" 37" 41" 45" 49" 53-1/8" ' usIn Glass T es 1-7 Jamb Jamb Jamh Jamb Jamb Jemb Jamb Jamb a ¢ ¢ ¢ z o: v z 112 rc d o: ¢ vBottom Sash ggg gg Sash Height Oescd tion 3 u'o foJ. r G Win Range Range(In1I sI ma ¢ m m ¢ m '¢ TABLE 6B: 24" Equal-lite 12.464 1 2 1 1 2 1 1 2 1 1 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 1 2 2 1 2 2 1 2 2 1 2 2 Tee.pprored as rnntplyinBl Ifb rim31" Standard Piotiex 12.994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 3 2 2 2 1 1/8AN,.090PVB,118AN 1DMcShortest 12.464-12.893 2 2 1 2 2 1 2 2 1 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,118"AN VUaREqual-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 3 13116"LIG:1!8"TP CAP,AIRSPACE,1/8"AN,.090"PVB,118"AN Nintal llpde,induct Control Standard Prouew 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 4 1/8"HS,.090"PVB,1/8"HS 36a/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 3/16"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 13/16"LIG:3116"AN CAP,AIRSPACE,1/8"AN,.090"PVB,118"AN Shortest 12.461-14.130 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,IIB"AN EquaNite 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 2121 2 2 2 2 2 _ 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 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 a 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 13 710 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 (>>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 7 w O 3na8 Standard Pmwew 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 p !e p p 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 2 2 }n Eoi o: aloe O Q 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 (.0 N i w Q Custom Size 14.131-18.130 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 ZO 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 O a y W O Z (O m rL '-7 r y 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 2 Uj s 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 W J -oN o Standard Prowew 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 1--W -T [�o a ¢ wo 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 O> > F 50SI8' 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 Z 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 2 3 2 2 .-• J 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 m W 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 EquaNite 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 = m W 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 � ® J 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 (0 ~ Z laay5 Custom Size � 24,131-25.783 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 63" Custom Size 22131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 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 W o 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 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 2 3 2 2 tr ^a2 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 J Z Equal-lite 38A64 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 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 all!1 'asap s6ua5 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' Standard Pmriew 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 `t 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 ��.'Xb . ..... Custom Size 28.131-30.13D 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Shortest 28.194"-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 :�'�•.• �ICEN$F'•. Equal-lite 42.464 3 4 1 3 a 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, Q: '•��; SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE =* No.58705 B4" Custom Siza 38.131-42.483 1 3 1 4 1 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 WINDOW SIZE. - *- Standard Prodew 34.194'-38.1301 4 1 3 1 1 9 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 _-O - •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. SAO A �� 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 '•,F[ORION..•' N MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 4 jlyICNDOWS WIDTIH THE LOW SILLOPTION AREW VIALL LLIMETED TO A MAXIMUM POSITIVEDESIGN ,/ SS�ONAL 1E?G�\ PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A.LYNN MILLER,P.E. P.E.N 58705 TABLE 7: Anchor Quantities Required for lip to Tip Width "Through-Frame"Installation 16' 25" 33" 3T 41" 45" 49" 53-118" usino Glass Tvioes 845 Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb 4• Q-• Bottom Sash Descdplion Sash Heigh/ 3 y Range Qn) for Given Range ¢ m ¢ m a m m ¢' m ¢ m 8 m ¢ ,n TABLE 7B: 24' Equal4lie 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 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) Fb B�dOm a Mlp>d° 31" Standard Prodew IZ994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 -- pate. 8 3116"AN,.090"SG,3119-AN • Shadest 12.484-12.893 2 2 1 2 2 1 2 2' 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 W0A# Equal-Ilte 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 9 3/16"HS,.090"SG,3116"HS Stiratal a PmduM lititl Standard Proview 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 13116"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 13/16"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 13/16"LIG:1/8"TP CAP,AIRSPACE,1/8"HS,.090"SG,118"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:1/8"TP CAP,AIRSPACE,3/16"AN,.099'S 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 x 2 14 13!16"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 13/16"LIG:3115"TP CAP,AIRSPACE, 1/8"HS,.090"SG,118"HIS Standard Proview 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 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 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 3 ti co Y Equal-life 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 Ld z 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 O Onaa Standard Prodew 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 ❑ ?q p 0 .-- 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 }LD o ro5ro atop Q 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 0� tz--w .0 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 J M u m Z O Q-L, 23 m W C3 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 Z (0 m= cL -a n Equalaile 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 =L j a c2 J 4 n x Custom Sae 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 W U ®� J urno�0 F Standard ProNew 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 Z V c< J ON 3 W U Q 7M0 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 i F 50-5/8' 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 p) O 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 W r, 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 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 3 3 2 3 : F 0 EquaNite 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 = Custom Size 28.131-31.963 3 3 1 3 311 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 4 3 ® m J Standard Proiew 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 t7 Z laags 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 j 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 4 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 LLO Z) 0 0 o 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 F 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 4 2 3 4 2 3 0 = Shortest 13,184'-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 O J Z (p 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 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 a11!y '�sa0 saua5 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 Provfew 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 \711111111 Custom Size 30.131-30.993 3 3 1 1 3 3 1 1 3 3 1 3 3 2 3 3 2 3' 3 2 4 3 3 4 4 3 \\ Y 77 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 \\\��N LYN/y� 77 Shortest 28,194'-28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 3 2 jM 4 3 3 4 3 3 � '• IGEN,gF'•%Equal-lite 42.484 3 4 13 4 1 3 4 4 2 3 4 2 3 4 3 3 5 3 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 84' Custom Size 38.131-42.463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 4 4 3 4 5 3 WINDOWSIZE. � NO.5870534.194'-38.130 4 3 1 4 3 14 3 1 4 3 2 4 3 2 4 4 3 •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. VT MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT.48.3913 FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVEO F MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 ) T 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. %�s'•.FCORIDp;.•'G,\ 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN � NAL E?\\\\ PRESSURE OF-65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A.LYtSA MILLWP.E. P.E.#58705 INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X E DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/GMU. EDGE DISTANC OPTIONI _ SEE NOTE 2,THIS SHEET. ANCHOREDTHROUGH r T r EMBEDMENT I EMBEDMENT FRAME INTO 2X WOOD -" 1/4"MAX SHIM 1/4"MAX SHIM —7- FRAME OR BUCKSTRIP. I I t SEE NOTE 2,THIS SHEET. I D EMBED- I T— 4 SASH VISIBLE 17 ° �— I MENT EDGE * I LIGHT WIDTH EDGE kpproved oe..plying with nm {-LeL DISTANCE DISTANCE t-1lt{d,D;W.P.Cede 1/4"MAX SHIM 19 flsH XO. FIXED VISIBLE ���JJJ a ni Aad,PmduM Coatml L I` LIGHT WIDTH I 1 SEE TABLE NOTE B,FOR °•• I ^ 18 HEAD'YPE 30 44 TYP.ANCHOR TYPE, - FIXED EMBEDMENTAND ' VISIBLE EDGE DISTANCE PER _ LIGHT SUBSTRATE,SEE e I - HEIGHT TABLE 8. 31 5 OR 5B TIP TO TIP WIDTH TYP.ANCHO\TYPE, 32 EMBEDMEti.EXTERIOR EDGE DISTANW � ^aa TYP.ANCHOR HORIZONTAL SECTION A-A > N 45 EMBEDMENT AND EDGE SUBSTRATE,SEE W wO TABLE 8. C2 0 0 U) DISTANCE PER SUBSTRATE, .- 14 SEE TABLE 8. 1/4"MAX.SHIM N z a)op 0 Q' VISIBLE LIGHT FORMULAS: O r w N Z DADE APPROVED MULLION,FBC J J C a y Z 0 (SHOWN FOR HI-RISE SILL;SEE 46 55 COMPLIANT ALUMINUM/STEEL FRAMING SHEET 9 FOR STANDARD SILL) Z L• 0 !2!. r , TIP 43 OR STEEL STUD.MAY BE VERTICAL OR x a S2 v r 13 HORIZONTAL.SEE SUBSTRATE WIDTH U U o' ®� Mo'p TO PROPERTIES,TABLE 8. @ SASH 8 FIXED LITE:TIP TO TIP WIDTH-5.1Z" I GoZ ~s a ,Jj u °N TIP 63 USE EITHER 1W ¢ 9140 HEIGHT SWEEP LATCH @ 0> a MIDSPAN OR 2 HEIGHT(EQUAL-LITE) ro BOTTOM LOCKS TIP TO TIP HEIGHT12-3.73" Z c0i Z INSTALLATION SASH HEIGHT(PROVIEW) Z lL VISIBLE OPTION @FIXED LITE:TIP TO TIP HEIGHT12+3.78" O LIGHT ANCHORED THROUGH @SASH:TIP TO TIP HEIGHT/2-11.93" x Z (- HEIGHT FRAME INTO METAL LLI n _jO HEIGHT(CUSTOM SASH) @FIXED LITE:TIP TO TIP HEIGHT-SASH HEIGHT-3.56' = Z U hags @SASH:SASH HEIGHT-4.60" j U W EXTERIOR TABLE 8: 0 W 00 �k- 33 Anchor Substrate Min.Edge Min.Embedment NOTES: z 10 Distance W Z x 15 P.T.Southern Pine(SG=0.55) K2-1/2" 1-3/8" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON L) U OPTIONAL HI-RISE #12 Steel, TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q u- li SILL SHOWN.SEE Aluminum,6063-T5 Mn. 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF att1 �sa0 sa),as 42 18-8 Or 410 THE WINDOW. 1"WEEP SHEET IO FOR A36 Steel 0.063" NOTCH AT STANDARD SILL. SS Screw Steel Stud,Gr.33 min. 0.045'(18 Ga 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE �` Yt LYNN EACH END 114" 8.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE \�� O.••"'••••.'%/ SHIM 1/4"410$$ Concrete(min.3.35 ksi) 1-3/4" CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL ���•' L\CENgF'•. CreteFlex Ungrouted CMU,(ASTM C-90) 1-19, IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS Q, DEPICTED AS ZX ARE 1-1/2"THICK OR GREATER.1X AND ZX BUCKS NO.58705 P.T.Southern Pine(SG 0.55) 1" 1-318" =7t i� �} • (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER _ �OF -' NO ANCHORS Concrete(min.2.85 ksl) 1 1-3/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND REQUIRED IN 1/4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OREQUIFLANED I ` Ultracon Ungrouted CMU,(ASTM C-9D) 2-112" 1-1/4" p •, V�U� ARCHITECT OF RECORD. EQUAL-LEG P.T.Southern Pine(SC--0.55) 1-3/8" 1-3/8" 'i�� '•.FP, [ORID . N�� 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS i� s ..... G FRAME SILLS •° . A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. B)USE ONLY FLATHEAD ANCHORS IN JAMBS. AN%EX/FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. / SIONA`-1�N 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.El 58705 INSTALLATION DETAILS FOR"EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1% EDGE DISTANCE DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 =.�______ SEE NOTE 2,THIS SHEET. ANCHOREDTHROUGH r —r--- r--� EMBEDMENT I� EMBEDMENT 114"MAX SHIM I r FRAME INTO 2X WOOD f 1!4"MAX SHIM FRAME OR BUCKSTRIP. �� EMBED- ° EDGE SEE NOTE 2,THIS SHEET. I Imo. SASH VISIBLE 17 ° MENT EDGE I LIGHT WIDTH <PPlesed ea tumplyiag�rltp yy �t DISTANCE DISTANCE Fple90rliling Dale 1/4"MAX SHIM 19 NOAft- 27 L__ _ �____- L� FIXED VISIBLE ^ •, h9 vl JaJa Prudu ootrd SEE TABLE I LIGHT WIDTH 3 NOTE B,FOR 18 30 HEAD TYPE FIXED TYP.ANCHOR TYPE, 44 ° VISIBLE EMBEDMENTAND LIGHT EDGE DISTANCE PER SUBSTRATE,SEE I 31 5 R@ HEIGHT TABLE 8. 6 F BUCK WIDTH TYP.ANCHO\TYPE, g2 EMBEDMEciTYP.ANCHOR TYPE, EXTERIOR HORIZONTAL SECTION A-A EDGE DISTANh 45 EMBEDMENT AND EDGE SUBSTRAABLE 8. D_ a ."a8 ❑ DISTANCE PER SUBSTRATE, O U)� � O � I 14 SEE TABLE 6. N =y ap°0 of Q' 1/4"MAX.SHIM VISIBLE LIGHT FORMULAS: O r-i w U) O 46 55 (SHOWN FOR HI-RISE SILL:SEE -OJ O ani W Oo SHEET 9 FOR STANDARD SILL) Z LL- 0 m= -� r 43 DADE APPROVED MULLION,FBC WIDTH OU BUCK ®rc TB t` 13 COMPLIANT ALUMINUMlSTEEL FRAMING MO10 HEIGHT 89 USE EITHER 1 OR STEEL STUD.MAY BE VERTICAL OR @SASH 8 FIXED LITE:BUCK WIDTH-4.12" H W V Q ° !)MG SWEEP LATCH @ HORIZONTAL.SEE SUBSTRATE (EQUAL-LITE)!EQUAL-LITE) a ~ MIDSPAN OR 2 PROPERTIES,TABLE B. BUCK HEIGHT 12-3.23" O Z m O Z BOTTOM LOCKS - v — snsH INSTALLATION O HEIGHT(PROVIEW) ZZ VISIBLE EQUAL OPTION 4 @FIXED LITE:BUCK HEIGHTI2+4.28" O LIGHT LEG/BOX ANCHORED THROUGH @SASH:BUCK HEIGHT12-11.43" _ a0 HEIGHT FRAME FRAME INTO METAL ® Lu U SHOWN HEIGHT(CUSTOM SASH) #, O W @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" Z paav5 @SASH:SASH HEIGHT-4.60" to X EXTERIOR TABLE B: j J o 33 Anchor Substrate Min.Edge Min.Embedment NOTES: z 12 Distance u�l � r 15 P.T.Southern Pine(SG=0.55) 9/161, 1-3/8" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LIST ED ON O J Q f!) OPTIONAL HI-RISE #12 Steel, TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q R) 42 SILL SHOWN.SEE 18-8 Of 410 Aluminum,6063-T5 min. 3/8" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF ailll 'asa0 sa�,a5 1 1"WEEP SHEET 10 FOR A36 Steel 3/8" 0.063" THE WINDOW. NOTCH AT STANDARD SILL. SS Screw j1111IIIII I EACH END Steel Stud,Gr.33 min. 3/8" 0.045" 18 Ga) 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE ��� LYN/�� 1/4"MAX 8.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE �� O �i SHIM Concrete(min.3.35 ksi) 1" 1-314" , .�`r•. / 114"410 SS CONSIDERED I%INSTALLATIONS.1%WOOD BUCKS ARE OPTIONAL \ 1,ICEN,gF'•.��� i CreteFlex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS P.T.Southern PineSG=0.55 1" 1 1-318" DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS NO.58705 'T} 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 •� �j ` FLANGE OR ° ° ❑grOU - - - EQUAL-LEG ° UltfaCOn ARCHITECT OF RECORD. O�•. S T OF (V` P.T.Southern Pine SG=0.55 1" 1-3/8" FRAME SILLS 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS Cis•'•FLORID?..•'G\?� , A)MIN:OF 3 THREADS BEYOND THE METAL SUBSTRATE. DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. / S •• •• N ° B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAN/HEX/FLAT HEAD TYPE IS VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. //If/111111111 C)"UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A.LYNN MILLER,P.E. REN 58705 i INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE EDGE DISTANCE DISTANCE Imo- EMBEDMENT + O O EDGE DISTANCE 1!4'MAX SHIM 1/4"MAX SHIM 5 SASH VISIBLE 17 Approyed as Wmpl, will IW Imo— LIGHT WIDTH ding $ EMBEDMENT 14 181DAN 27 EMBEDMENT 19 FIXED VISIBLE i91atn1-. bdUxl Ccalro 1/4"MAX. �.( 2 SHIM I 4 LIGHT WIDTH I 11ll r 30 18 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE c FIXED DISTANCE PER SUBSTRATE, 44 ' VISIBLE SEE TABLE 9. ' LIGHT HEIGHT 31 5 OR 56 5 L BUCK WIDTH � 32 TYP.ANCHOR TYPE, LLI ti Y HORIZONTAL SECTION C-C EMBEDMENT AND EDGE > vi _ 7-a 45 DISTANCE PER SUBSTRATE,SEE Of w a O TABLE 9.(NAIL SHOWN) O O O DADE APPROVED MULLION,FBC u) COMPLIANT ALUMINUM/STEEL FRAMING <}7 N z m a/o0 W ¢' 14 114"MAX.SHIM OR STEEL STUD.MAY BE VERTICAL OR O ;w U) Z HORIZONTAL.SEE SUBSTRATE -I a Z O W CD PROPERTIES,TABLE 9. VISIBLE LIGHT FORMULAS: z'� �_ o� n 43 (SHOWN FOR STANDARD SILL;SEE a:LLiU LL d G o Fe BUCK 13 SHEETS 7 OR 8 FOR HI-RISE SILL) W 00 J �moi0 oN HEIGHT 63 USE EITHER 1 #10 OR#12 STEEL F-W SWEEP LATCH @ SELF-DRILLING WIDTH O] a F MIDSPAN OR 2 46 55 @ SASH&FIXED LITE:BUCK WIDTH-4.12" p V W BOTTOM LOCKS SMS(G5),SEE TABLE 9. r Z Z _ HEIGHT(EQUAL-LITE) (� Z `- SASH BUCK HEIGHT/Z-3.23" Z LL VISIBLE INSTALLATION = U oOi LIGHT HEIGHT(PROVIEW) tO HEIGHT OPTION 7 @FIXED LITE:BUCK HEIGHTl2+4.28" ® rn J raj) j ANCHORED THROUGH @SASH:BUCK HEIGHT/2-11.43" (0 X i INTEGRAL FIN INTO METAL = Z Z 7aayS QL HEIGHT(CUSTOM SASH) j STANDARD SILL @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" < J Q @SASH:SASH HEIGHT-4.60" p Z) q Oo EXTERIOR 16 SHOWN.SEE F; Z li n 8 33 PREVIOUS SHEET w W = 42 FOR OPTIONAL v J 1"WEEP HI-RISE SILL Q Z NOTCH AT EACH END TABLE 9: apt 'asap sagas 114"MAX Min.Edge Min. NOTES: SHIM Anchor Substrate Distance Embedment y LYN )/''� 1)USE ONLY SUBSTRATE-APPROPRIATE �� QN N,y� 2-1/2"X.113"BOX Nall P.T.Southern Pine(SG=0.55) 5/16" 2.438 ANCHORS LISTED ON TABLE 9.FOLLOW ..•'�,1GENSF •��( i EMBEDMENT C� T 2-112"x.131"Common Nail P.T.Southern Pine EDGE DISTANCE LIMITS.ANY Pine(SG=0.55) 3/8" 2.438 ;' INSTALLATION OPTION SHOWN MAY BE USED No.58705 2-1/2"X.145"Roofing Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 ON ANY SIDE OFTHE WINDOW. '1k T¢_ TYP.ANCHOR TYPE, c, - EMBEDMENT AND EDGE EDGE DISTANCE 2-1/2"X.145"Roofing Nail P.T.Southem Pine(SG=0.55) 3/8" 2.438 Southern Pine SG=0.55 1/2" 1.375 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO DISTANCE PER SUBSTRATE, P.T.Southe SEE TABLE 9. #10 Steel Tru"head Screw or ( ) REFERRED TO AS DAYLIGHT OPENING)IS EMBEDMENT 0.125"0.125"Aluminum,6063-T5 min. 5116" 0.125 MEASURED FROM BEADING TO BEADING. ST (SCREW SHOWN) #12 Steel,16-8 or 410 SS '��t•'•.;°(OR10?.•' \�� Screw 0.050"A36 Steel 5116" 0.05 %,�S's •... �C��� VERTICAL SECTION D-D 5.045"(18 Ga)Steel Stud,Gr.33 min. 5/16" 0.045 NAL E A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. !!!I I I I 11111 A.LYNN MILLER,P.E. P. 58705 I 2.560" 3.185" 2.060" 248" -� .8 2.848" T T F+- .062" 1.125" 2.848" -�{ .062" L .062" L .062" . 2.112" I-T 2.724" 2.724" 2.724" zpprnved ac cnatplying wi14 tk+ 987" 1 125" I+- Ffurid B�ttilfng C,p e .062" � .062' � .062" N. `S �L y .dG+1t�IlG>L� 1 'Ndlauil uTads Product tdvcl O FLANGE FRAME HEAD O HEAD INTEGRAL 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" c 2.798" 2.798" �I � 2.798" ro � + � z 3.008" W W o 2� naa 2.641" 3.466" 2.341" 3.508" 4.133" .062" .062" .062" .062. ,.062" .062" N z alnp JO°y _ to Z J O Sy W O Z L tOp m x - 1` 1.125" = o c9 v ti 1.125" (.)() 6 ®� 4g FLANGE FRAME SILL EQUAL LEG FRAME W ro J O FLANGE FRAME SILL O EQUAL LEG FRAME SILL to tz 0 Z � S< J HI-RISE SILL HI-RISE uy ,..� ca Q OMO Ong r a F Otl INTEGRAL FIN FRAME SILL O INTEGRAL FIN FRAME Z o Z 2.273" tl SILL-HI-RISE z LL �-{ 1.300" .120" 2.273" �I Z O I .170"� *INT. CONE � 11 HOT-MELT BUTYL ® N W � POLYISOBUTYLSTRUCTU1/4"NOM. STRUCTURAL 3/16"NOM. Q d 1- 2.772" SILICONE = Z lae4s F AM 2.211^ IIII/'j�(�y�III 2.105" '062" DESICCDESICCAINT Q Z 2.150" .062" LSU 1.235" 0 z o 062' EXT.GLASS Z 1n o EXT.GLASS w 2 D, = I I I �.f. 1.300" It- GLASS INT.GLASS U Q W (n fl �� -�1 1.300" I 1.300" .062" 70 KODISPACE 4SG TPS 71 SUPER SPACER®NXT Tm apg nsa0 saua5 ta SASH TOP RAIL to FIXED MEETING RAIL is SASH BOTTOM RAIL- is SASH BOTTOM RAIL t7 SASH SIDE RAIL HI-RISE \y`11111111//j ' ALUMINUM POLYISOBUTYLENE DESICCANT FILL �/ i 1.446" +{ --- REINFORCEMENT SEAL 5116"NOM. ��.•' y-10ENyF'•.��� 1'522 .040" I .634 ,465" -�•617 I '486 I ROLL-FORMED SILICONE SEAL :• No.58705 627" I-� BUTYL& STAINLESS STEEL = _ .040" DESICCANT .802" .602' .802" .802" --D •�""WATIOF� FOAM- EXT.GLASS EXT.GLASS �0 '. =,✓�\ j --� 1.370" ��� .070" .070" .045" ---�ll-�-- .050" i�s '•R.�ORIDP,.•'G,��� I! INT.GLASS INT.GLASS � S • • � ♦ ` I to COVER HEADANCHOR to SASH STOP COVER Es4 IG BEAD DURASEAL 58 IG SNAP BEAD 25 5/16"LAMI BEAD z7 7/16"LAMI BEAD ®SPACER XL EDGE" 72 73 SPACER /111111111 A LYNN MILLER,P.E. P.E.p 58705 TABLE 11: Item PGT Part ft Description Material 81 ASSEMBLY DETAILS FOR 64200 Head,Flange Alum.6063-T6 FLANGE FRAMES 2 624017 Head,Integral Fin Alum.6063-T6 (OTHER FRAME TYPES SIMILAR). 3 624028 Head,EquaHeg 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,Inte ral Fin Alum.6063-T6 51 1pprovea ae comprying nub It" 9 F.1d B)riJrne 5A Jamb,Integral Fin(Used For Alternate Radius Top Head) Alum.8063-T52 trace a 6 624031 Jamb,Equal-leg Alum.6063-T6 „Q� DamoProdoerCoea a 6A Jamb,Equal-leg(Used For Alternate Radius Top Head) Alum.6063-T52 40 HEAD ruaml 7 624002 Sill,Flange Alum.6063-T6 ? 8 624018 Sill,Integral Fin Alum.6063-16 INTERIOR 41 9 624029 Sill,Equal-leg Alum.6063-T6 10 624003 Sill,Hi-Rise,Flange Alum.6063-76 JAMB 11 624019 Sill,Hi-Rise,Integral Fin Alum.6063-76 12 624030 Sill,HI-Rise,Equal-leg Alum.6063-T6 4 14 a 13 624006 Sash Top Rail Alum.6005A-T61 INTERIOR 14 624005 Fixed Meeting Rail Alum.6005A-T61 15 624012 Sash Bottom Rail-Hi-Rise Alum.6063-T6 JAMB 00 R 16 624068 Sash Bottom Rail Alum.6063-T6 LU ? �_ 17 624007 Sash Side Rail Alum.6063-T6 FIXED MEETING RAIL R w o "aa 18 624051 Head Anchor Corer Alum.6053-T6 ! O O 19 624015 Sash Stop Alum.6063-TB N z '1c0 0 Q Z 25A 624009 IG Bead Alum.6063-T5 O ;w rA 258 624011 IG Snap Bead Alum.6063:111 o `w _ LU Z 5 po 26 624013 5/16"Lami Beading Alum.6063-T6 Z� 27 624026 7/16"Lam!Beading Alum.6063-T6 m SASH BOTTOM RAIL U U o ®rc -- cme 0 ~ 30 6TP247 Glazing Bead,Bulb Vinyl for#624023 Vinyl 4 SASH rL.T- 51 o W "r < 2 991AG 31 6TP248 Glazing Bead,Bulb Vinyl for#624009򘖋 Vinyl S IDE r'> I- 32 724046 Sweep Latch(@ Top Rail) Cast Zinc RAIL Z �' z 33 624049 Bottom Latch(@ Sill) Alum.6063-T6 JAMB cD 34 Setting Block(1/8"X 1/2"X4") Neoprene Z _j O 35A IG Setting Block(1/8"X 3/4"X 4") Neoprene = m LU 35B 724014 IG Snap Setting Block Vinyl 17 ® a O 36 724044 Bottom Rail Weatherstrip Extension # (� 37 724053 Sill Gasket Polyethylene Z LU Z la°vs 38 724054 Sash Top Rail Gasket Polyethylene 37 < rn W 39 724055 Sash Bottom Rail Gasket Polyethylene C, � 00 0 40 724057 Head Gasket Polyethylene z Z oC r- 41 724063 Meeting Rail Gasket Polyethylene ERIOR W ? Q W 42 612260 Sash Bottom Rail Bulb Vinyl Polyethylene 39Q m 43 Weatherstrip,.270"x.187",Fin Seal(@ MR) ami =sa0�=as 44 67S16G Weatherstrip,.170"X.270",Fin Seal(@ Sash Side Rail) 45 Weatherstrip,.170"X.18T',Fin Seal(@ Top Sash Rail) r.�rrlty LYN/1/ 46 varies Balance with Corer B Trim• Rigid Vinyl SILL 'TABL51 FOR 10:MATERIAL PROPERTIES USED USED `\��oN,CNS•• 781PSQX #8 X 1"PH SMS(Assembly) Stainless Steel •. F '• qtr 55 7834AA #8 X3/4"Ph.PN SMS(Balance) Stainless Steel 7 Material Min.Fy Min.F" Q•: ••.P 63 - Alum.Screen with Fiberglass Mesh Varies Steel Screw 92 ksi 120 ksi _, No.58705 70 - Kommeriing Kodispace 4SG TPS INTERIOR 16-8 Screw 60 ksi 95 ksi See Sheet lcn 410 Screw 90 ksi 110 ksi 71 - Quanex Super Spacer nXT 10 for 51 Elco UltraCorO 155 ksi 177 ksi v0 72 - Quanex Duraseal Spacer �[/ - O•' SAT OF Materials NOTES: 410 SS Elco CmteFlex® 127.4 ksi 169.7 ksi •••.•F�ORIDP••- ��� 73 Cardinal XL Edge Spacer ;(C "t 16 ksi 22 ksi ••I G 74 - DOW 791,899 or GE 7700 Backbedding Silicone 1)ALL CORNERS TO USE GASKET AND/OR SEALANT. 6063-T536 Steel 36 ksi 58 ksi "","I'1111110\\ ONA1-� `\\ , Gr.33 Steel Stud 33 ks! 45 ksi 2)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. A LYNN MILLER,P.E. P.E./F59705 j l