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product approval (4)
A J M IAM 1-QADE MIAMI-DARE 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 CEPTANCE (NOA) www.miimidadegov/economl/economy GT Industries,Inc. 1070 Technology Drive North Venice,FL 3427 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 SCRIPTION: Series"SH7700A"Aluminum Single Hung Window—L.M.I. Drawin No. 7700NOA-1 t' ung Install (LM)" she 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 n oduct Control Section. SSILE IMPACT RATING:Large and Small Missile Impact Resistant er s name or logo, city, state, model/series, and following statement:."Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no'change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the 'words Miami-Dade County, Florida, and followed by the expiration date may,be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages&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-nave cou Expiration Date: August 23,2023 g f lrOl�s Approval Date: August 23,2018 Page 1 n ;r 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. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 011 Edition(2017), dated 04/23/18,prepared by manufacturer, signed and seale Miller P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel ez . . Product Contr Exa finer NOA No. -0 30.06 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB'Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1.. Statement letter of conformance to FBC 6th Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial.interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez,RE G. OTHERS L None. Manuel er , .E. Product Control E a ner NOA No. 18- 30.06 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-.2 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW �17-13116"MAX.O.c DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WLTH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). .183/8°MAX. VARIES PER GLASS TYPE, LARGE 8 SMALL MISSILE \y 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 (17-1/4-BUCK)- 9-12°MAX �- APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE MAX. 9"MAX.BUC 5"MAX.O.C. r 4-11l16"MAX. SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI B,SEE O.C. ( D,SEE Flori eed dding C yivg tr{Ih t6" SHEETS 889 4 SHEET 10 Flon�BpBidding C Q PER ANCHOR TYPE. Dote O A,SEE C,SEE Of4)ALL WOOD BUCKS LESS THAN 1-1f2"THICKARETO BE CONSIDERED 1X INSTALLATIONS. SHEETS 8 8 9 SHEET t0 Nlemvde Prvdue vntml IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED) EQUALLY I SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. SPACED I / WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR) ANCHORS PER �— ORARCHITECTOFRECORD,(AOR). TABLES 687 O i i/ 17-3/16"MAX.O.C. O I/ B4° _I 5)ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MAX. 83 TIP .15 STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. ' 12-1/16"MAX.O.C. TO BUCK INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING&FLASHING STRATEGY x TIP �� HEIGHT12 FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND —I HEIGHT 11 II_LJ THE SCOPE OF THESE INSTRUCTIONS. EQUALLY SPACED ANCHORS PER 13-5/16"MAX.O.C. 6)114"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS TABLES 6 87 I y T I W L. yr NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ._J_ 5"MAX. _ 9-1/2"MAX. I --� -� O.C. I / C > w o T.N 7)DESIGN PRESSURES: (9"MAX.BUCK) p i o p 0 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTING AND GLASS PER w w ASTM E1300. 1 A (9 N i al°p O B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL 8 CYCLE B NO ANCHORS AT SILL D�__ 7 OJ M d¢ U) Z TESTING AND GLASS PER ASTM E1300. Z p 53-1/8"MAX.TIP TO TIP WIDTH 1'WEEP NOTCH 4-11/i6"MAX. 1"WEEP NOTCH z L p = W O C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. Z t0 m= - w n AT EACH END AT EACH END =LLI S v n 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS 00 O ®� ""ClCORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE ATION FOR TYP.FLANGE FRA - ELEVATION FOR TYP.FIN FRAME SHOWN WITH W_ m < J uM HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR OWN WITH EQUAL-CITE CONFIGURATION EQUAL-CITE CONFIGURATION w ` Q Dmo WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO > V a O_ CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE TABLE 1:ALLOWABLE GLASS TYPES Z cOi ? I--' FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. USER INSTRUCTIONS: Glass Description(Ll9ted from Exterior to Interior) DP Z W W 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER Type Table# 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN = W O CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING 1 "AN,.090"PVB,1/8"AN 2 PRESSURE REQUIREMENT FROM ASCE 7. _ JURISDICTION. ® �`+ W °6 2 13/16"LIG:1/8"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN 2 2)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW rn J to 10)REFERENCES:TEST REPORTS FTL 18-7835.1 818-7835.2;ELCO ULTRACON NOA;ELCO 3 13116"LIG:1/8"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN a PRESSURE FROM TABLES 2-5.IT MUST EQUAL OR EXCEED THE Z FW-• DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING laay5 x CRETEFLEX NOA;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 4 118"HS,.090"PVB,1/8"HS 4 I- U) Z ANSVAFBPA NDS 8 ALUMINUM DESIGN MANUAL 5 3/16"AN,.090"PVB,3/16"AN 4 OBTAINED IN STEP 1. a J Q 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY.BUILDING OFFICIAL. 6 13MIT'LIG:3116"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN 4 O z Q 7 13/16"LIG:3/16"TP CAP,AIRSPACE,1/B"AN,.090"PVB,1/8"AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6&7. a W r 8 3l16"AN,.090"SG,3/16"AN 5 w 7 4)INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 8 Z FIGURE A.ALLOWABLE SASH CONFIGURATIONS AND SHAPES CO 9 3/16"HS,.090"SG,3/16"HS 5 J W —�{ WIDTH �-� WIDTH WIDTH FOR EQUAL LEG INSTALLATION OR SHEEP 9 FOR INTEGRAL FIN Q C7 10 13/16"LIG:1/8"AN CAP,AIRSPACE,1/8"HS,.090"SG,1/8"HS 5 INSTALLATION. T en!1 �sap sauas TI I I 11 13116'LIG:118"AN CAP,AIRSPACE,3/16"AN,.090'SG,3/'I6"AN 5 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME t1111 I I I 12 13/16"LIG:1/8"TP CAP,AIRSPACE,1/8"HS,.090"SG,1I8"HS 5 PROCESS FOR ALL FRAME TYPES(FLANGE,INTEGRAL FIN OR \0\ NY LYNN 13 13116"LIG:1/8"TP CAP,AIRSPACE,3116"AN,.090"SG,3116"AN 5 EQUAL LEG/BOX).. `� �.�..••""••• M/� �i S w w w 14 13116"LIG:W16"AN CAP,AIRSPACE, 1/8"HS,.090"SG,1/8"HS 5 ��• .' V\CENSF'•., x / w x 15 13116"LIG:3116"TP CAP,AIRSPACE, 1/8"HS,.090"SG,1/8"HS 5 * No.58705 =• �� SG=KURARAY SENTRYGLAS®INTERLAYER BY GENERAL NOTES.................................................1 = __ 1 CODES/STANDARDS USED: KURARAY AMERICA,INC. ELEVATIONS.........................................................1 RECTANGULAR RADIUS-TOP RECTANGULAR PVB=KURARAY TROSIFOL®PVB INTERLAYER BY DESIGN PRESSURES/GLAZING DETAILS........2-0 0 OF ` •2017 FLORIDA BUILDING CODE FBC),6TH EDITION - WITH EQUAL WITH PROVIEW WITH CUSTOM ( KURARAY AMERICA,INC. ANCHOR QUANTITIES..........................................5-6 T'•. •ASTM E1300-09 i •.......... CITE SASH SASH SASH AN=ANNEALED INSTALLATION. ......................................7 CisG •ANSI/AFBPA NDS-2015 FOR WOOD CONSTRUCTION HS=HEAT-STRENGTHENED INSTALLATION,EQUAL LEG.................................8 �iY S/� ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED.SHAPES *ALUMINUM DESIGN MANUAL,ADM-2015 TP=TEMPERED INSTALLATION,INTEGRAL FIN............................9 ,1r//NAL tt1��� MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING -AISI S100.12 EXTRUSION PROFILES.........................................10 DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE •AISC 360-10 ASSEMBLY 8 PARTS LIST....................................11 A.LYNN MILLER,P.E. TABLES ON THE FOLLOWING SHEETS. P.E.#58705 TABLE 2: Bottom Sash sash Height Design Pressure(lbsite)for Glass Types 1&2 Descriptiona Range On) to Tip Width - _ for Given Range 18" 25" 33" 3T 41" 46' 49' 53-i16' 24" Equal-lile 12464 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.6 $0.0 +65.0 -80.0 ual4ite 15.964 +5.0 80' 65.0 -80.0 +6-5 0 -80.0 +65.0 -80.0 +65.0 -60.0 -65.0 -80.0 +65.0 -80.0 +65.0 .80.0 5/16"NOM. OEEr, dand ProNew 12.994-15.963 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 4)0.p +65.0 $0.0 +65.0 $0.0 *65.0 430.0 GLASS STACK Shortest IZ464-12993 +65.0 -810 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +55.0 -80.0 1/8"AN GLASS Approved as complying with tlm Equal4ite 19.652 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 .0901,PVB FW'6 lading cod Standard Prrn+ew 15.944-19.651 +65.0 $D.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 r65.0 -80.0 +65.0 $0.0 r65.0 $D.0 +65.0 $0.0 110"AN GLASS Hate 38318" Custom Size 15.131-15.943 +65.0 -80.0 +65,0 -80,0 +65.O -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0,0 +65.0 -BD.0 30 I Waist entire, Size 14.131-15.130 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 D e Shortest 12464-14.130 +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 $0.0 +65.0 -80.0 26 , 12° BIT M. Equal-life 22964 +65.0 -80.00.0 *65.0 -80.0 +65.0 .80.00.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.00.0 +65.0 -80.00.0 +65.0 -80.00.0 GLASSS BITE Custom Size 20.131-22963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 EXTERIOR Standard Prodew 18.594-20A30 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.D -80.0 +65.0 -80.0 +65.0 $0,0 +6&0 -80.0 +65.0 $0.0 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 $0.0 +650 -80.0 +65.0 1-80.0 1 75 Custom Size 15.131-16.130 465.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 - Custom Size 14.131-15.130 +65.0 -80.0 +65.0 -80.0 .65.0 $0.0 +65.0 $D.0 +65.0 -80.0 +65.0 $0.0 +65,0 -80.0 +65.0 $0.0 34 Shortest 12464-14.130 1+65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -BO.o GLASS TYPE 1 Equal-life 24.964 +65.0 -80.0 +65.0 -80.0 +65.0 1$0.0 +65.0 •80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0. Custom Size 22131-24.963 +65.0 $D.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 Proim 20.194-22.130 +65.0 -80.0 +65.0 -80.0 +65.0 -50.0 +85.0 -80.0 +65.0 $0.0 .65.0 -80.0 +65.0 $0.0 +65.0 -80.0 W z �_ 49' Custom Size 18.131-20.193 +65.0 -80.0 +65.0 470.D +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +650 $0.0 +65.0 -80.0 K O 'sae Custom Size 16.131-18.130 +65.0 -80.00 D.0 +65.0 -80. +65.0 .80.0 +65.0 $0.0 +65.0 -W.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 •�•7� Custom Size 14.131-16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 1-77.6 1 ❑ O to .. Shortest 12464-14.130 +65.0 $O.O +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.1 13116°NOM. N iw a)o0 Of 0 Cur °i Equal4ite 25.777 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 $0.0 +65.0 •80.0 +65.0 -80.0 I I GLASS STACK Q M w <n Z n Custom Size 24.131-25.776 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $D.0 +65.0 -80.0 +65.0 .80.0 +65.0 .80.0, +65.0 -80.0 I -1 LL J CDa uroi W O o Standard ProNew 20.844.24.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $ 090"PVB D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -50.0 AIRSPACE Z F 50-5,8" Custom Size 20.131-20.843 +65.0 -80.0 +65.0 -90.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -90.0 118"AN GLASS =LL T �� �8 C17slom Size 18.131-20.130 +650 -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 tl8"AN GLASS W U � ®� J uwoi0 x¢ J �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 -80.0 +65.D -80.0 +65.0 -77.6 31 75 1-W .�-. Q GMG Custom Size 14.131-16.130 +65.0 $O.D +65.0 -W.0 +55.0 -80.0 +6E0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -75.1 ,a, � Shortest 12464.14.130 +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 -73.9 _ 5 OR 58 12°NOM. Z Z Equal4ite 31.964 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +650 -80.0 +65.0 -00.0 +65.0 $0.0 GLASS BITE (7 Custom Size 28.131-31.963 +65.0 -90.0 +65.0 $D.0 +65.0 $D.0 r65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -77.6 EXT R Z LL Standard Proiew 25.794-2a.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8 0 +65.0 $D.0 +65.0 -80.0 +65.0 -BD.D +65.0 -73.9 0 = N Custom Size 24.131-25.793 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65. $0.0 +65.0 -80.0 +65.0 $D.0 +65.0 $0.0 +65.0 -72.7 `8i W 63' Custom Size 22.131-24.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -78.8 +65.0 -70.5 �OR 56 70-73 Custom Size 20.131-22.130 +65.0 •80.0 +65.0 -810 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.1 +65.0 -68.4 Z taagS Custom Size 18.131-20.130 +65.0 -80.0 +65.0 $o.o +65.0 $O.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -75.4 +65.0 .66.5 GLASS TYPE 2 m Custom Size 16.131-18.130 +6&0 $0.0 +65.0 -80.D +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.1 +65.0 -73.8 +64.7 61.7 Shortest '13.194•-16.130 +65.0 -80.0 +65.0 -8D.0 +65.0 .80.0 L65.0 $0.0 +65.0 -75.9 +65.0 -71.8 +65.0 -68.2 +623 $23 p J 0 Equal4ile 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 -73.9 Z Q 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 $0.0 +6&0 •79.8 +65.0 -71.6 Custom Size 34.131-36.130 +65.D -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -77.9 +65.0 69.4 J ll (n 76` )Standard P-iew 30.994-34.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $O.O +65.0 $0.0 65.0 -75. +65.0 $B. Q Custom Size 30.131-30.993 +65.0 $0.0 +65,0 -80.0 +65.0 -80.11 +65.0 -80.0 +65.0 -80.0 +65.0 -78.9 +65D -74.6 +65.0 $5.6 a0t1 asa0 saua5 Custom Size 28.137-30.130 +65.D -80.0 +65.0 $0.0 +65.0 $0.0 +fi5.0 $0.0 +65.p -79.1 +65.0 -75.3 +65.0 -71.9 +63 B Shortest 26.194•-28.130 +65.0 $D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.9 +65.0 -71.8 +65.0 -68.2 +623 -62.3 `�� ONY LYNNM Equal-10e 42464 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +fi5.0 $0.0 +65.0 $0.0 +65.0 $0.0 r65.D -77.9 +65.0 fi5.4 `��'t�.•'•�_tGElls, • � 84" Custom Size 38.131-424fi3 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 -78.9 +65.0 -74.6 +86.0 &5.6 Standard Prouew,34.194•-38.130 +65.0 -80.0 +65.D -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -75.9 +65.0 -71.8 +65.0 $8.2 +62.3 $2.3Z N0.5B705 °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 ir - /f�' MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOPWINDOWS IS:TIP TOTIP HEIGHT-49.806 `;` MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 0 • ST5vFL--'- - 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 0NAL 1� 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,RE 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 REM 58705 TABLE 3: Bosom Sash Sash Height Design Pressure(lbs/ftz)for Glass Type 3 Description Range Gnl Tip to Tip Width for Ghen Range 18" 25" 33' 1 3T' 41' 45" 49' 53-1/8' 24' Equal-life 12.464 +65.0 -80.0 +65.0 �O.D *65.0 4i0.0 +65.0 -80.0 -65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ,I t� 13/16"NOM. I GLASS 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 Protiew 12.994-15.963 +65.0 -80.0 +65.0 -80.0 .65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 .090"PVB Shortest 17464-12.993 -65.0 -60.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 -65.0 -W.0 -65.0 -80.0 AIRSPACE Equal-life 19.652 +65.0 -80.0 +65.0 -BO.D +65.0 430.0 +65.0 $0.0 +65.0 �0.0 +65.0 -80.0 +65.0 430.0 +65.0 430.0 1I8"TP GLASS VB"AN GLASS F uprmv B ddin C id on Nltb tW s S Standard Prodew 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 hale 38�lB' 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 r65.0 -80.0 +65.0 -80.0 +65.0 -80.0 .11OA9 Custom Size 14,131 15.130 +65.0 -80.0 +65.0 430.D +65.0 -80.0 +65.0 .80.0 +65.0 �0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 allami Dade Produq trot OR 58 la"NOM. Shortest 12.464-14.130 +65.0 -60.0 +65.0 -80.0 +65.0 -B0.0 +65.0 .80.0 +55.0 -80.0 +65.0 -80.0 465.0 -80.0 +65.0 410.0 GLASS SITE !� Equal-lite 22964 +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 EXTERIOR Custom Size 20.131-22 963 +65.0 •8D.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 �0.0 r65.0 -B0.0 +65.0 -80,0' +65.0 -80.0 Standard Prodew 18.594-20.130 +65.0 -8D.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 +65.0 -60.0 4T Custom Size 16.131-18.593 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -B0.0 +65.0 -80.0 +65.0 -80.0 7D-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 5®OR 356 _ Custom Size 14.131-15.130 +65.0 -80.0 +65.0 aD.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.o +65.0 -80.0 GLASS TYPE 3 rr Shortest 12.464-14.130 +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 -80.0 +65.0 -80.0 Equal-lit. 24.964 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 1-80.0 +65.0 1 -80.0 1+65.0 -80.0 +65.0 1-80.0 +65.0 -80.0 Custom Size 22.131-24.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Standard Pro Am 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 d m N 49' Custom Size 18.131-20.193 +66.0 -80.0 +65.0 -80.0 +65.0 -810 +65.0 43D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 O 'naa Custom Size 16.131-18.130 +65.0 -80.0 +65.0 -80.0 +65.D -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +85.0 430.0 w 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 1+65.0 1-80.0 O o O (A Shortest 12.464.14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .60.0 +65.0 .80.0 +65.0 $0.0 +65.0 -80.0 +65.0 430.0 N z a/o0 0 ¢' Equal-lite 25.777 465.0 -60.0 1+65.0 -80.0 +55.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -B0.0 +65.0 -80.0 -65.0 -90.0 U r-w O Custom Size 24.131-25.776 +65.0 -80.0 +65.0 -80.0 +65.0 A0.0 +65.0 1.80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 41DA p o a w W O 2 Standard ProAm 20.844-24.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 -65.0 -80.0 Z tL� ro= g -� t• e Custom Size 20.131-2D.843 +65.0 -80.0 +65.0 -80.0 -65.0 .80.0 +65.0 .80.0 +65.0 .60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 =lL 'o 4g r F 50.5/8" Custom Size 18.131-20.130 +65.0 -B0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -90.0 +65.0 •80.0 +65.0 -80.0 +65.0 -60.0 LU U U G Custom Size 16.131-18.130 +65M -80.D +65.0 -80.0 +66.0 -80.0 -65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �LU < JQ u DWI Custom Size 14.131-16.130 +65.0 -80.0 -65.0 -80.0 -65.0 .80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 1-> a 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 1-80.0 1+65.0 1-80.0 Z o Z Equal-lite 31.954 +65.0 i-80.0 +65.0 -8D.0 +85.0 -80.0 +65.0 -80.0 +65.0 -90.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 Ur Custom Size 28.131-31.963 +65.0 -80.0 1+65.0 -80.0 +65.0 -80.0 1+65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 j UL Standard ProMm 25.794-28.130 +65.D -80.0 +ao -80.0 +65.0 -80.0 +65.0 -80.1) +65.0 .80.0 +65.0 410.0 +65.0 -80.0 +65.0 -80.0 = M Custom Size 24.131-25.793 +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 +65.0 -80.0 +65.0 -80.0 W 63" Custom Size 22.131-24.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 410.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ® O1 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 raag5 = Z Custom Size 18.131-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.D .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 Custom Size 16.131-18.130 +65.D -80.0 +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 -73.8 < W Q Shortest 13.11W-16.13D +65.0 -W.D +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1+65.0 1-77.7 +65.0 -71.0 p _1 0 0 Equal-lite 38.464 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 -65.0 .80.0 +65.0 W+665.0 -80.0 +65.0 .80.0 +65.0 -80.0 1 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 65.0 -00.0 +65.0 -80.0 +65.0 -80.0Custom Size 34.131-35.130 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 65.0 -80.0 +65.0 -80.0 +65.0 -79.176' Standard Plcldm 30.994-34.130 +65.0 -80.0 +65.0 -80.0 -65.0 -80.0 +65.0 -80.0 +65.0 - 65.0 -80.0 +65.0 -80.0 +65.0 -75.8saua5 Custom Size 30.131-3D.993 +65.0 -80.0 +65.0 4300 +650 -60.0 +65.0 �0.0 +65.065.0 -80.0 +65.0 430.0 +65.0 -74.0 Custom Size 28.131-3D.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 450.0 +65.0 - 65.0 -80.0 +65.0 -80.0 +65.0 -727Shortest 26.1W-28.130 +65.0 -80.0 -65.0 410.0 .6s.o -ao.0 +65.0 .8O.D +65.0 65.0 -B0.0 +65.0 -77.7 +65.0 -71.0 `�� �kV LYN/yM�Equal-file 42464 +65.0 �0.0 +65.0 -80.0 +65.0 430.0 +65.0 •B0.0 +65.0 65.0 .80.0 +65.0 �0.0 +65.0 -79.1 �'' �84" Custom Size 38.131-42463 +65.0 -80.0 +fi5.0 -80.0 +85.0 $0.0 +g5.0 A0.0 +65.0 660 $0.0 +65.0 -80.0 +65.0 -74.8 Q-• ••,-p Standard Neiew 34.194"-38.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 65.0 -80.0 Z ; No.58705 +MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIPTO TIP HEIGHT-49.391 _ MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 G MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 1i MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 ��Q ST TE OF -Au 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. '�7SS NAL 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,P.E. 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF-55 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED REA 58705 TABLE 4: TABLE 5: Design Pressure(lbslft2)for Glass Types 4.7 tt--- 5116"NOM. Design Pressure for Glass T es 8-16 3116'AN GLASS 116'HS GLASS Ti To I` GLASS STACK Bottom Sash Tip To Tip .090'SG .090"SG Bohan Sash P P Sash HoIM Width 3li6'A GLASS 3!16'H GLASS Sash Height Width i1B"HS GLASS Description - - - � 3d � 3D Desen Ran .090°PVB Range(In) for Given Range(in) for Giten Range 53-1/8' Range 511/B° 11GLASS 28 28 24' Equalaite 12464 +65.0 410.0 30 24' EquaHite 12464 +80.D -110.0 1 A S BITM. 12°S M. BIT EquaHile 15.954 +65.0 30.0 26 Equal-life 15.984 +80.0 -110.0 EXTERIOR GLASS BITE EXTERIOR GLASS BITE 31° Standard ProNew 12994-15.963 +65.0 -80.0 12"NOM. 31" Standard Pmdew 12.8&4-15,963 +80.0 -110.0 GLASS BITE Shortest 12.464-12993 +65.0 30.0 EXTERIOR Shortest 12.464-12993 +00.0 -110.0 74 34 74 Ap�du�pLrngµitht Equal-lite 19.652 +65.0 .80.0 � 74 Equal-Ills 19.652 +80.0 -110.0 3a f 0 Stantlad Pn7Aew 1&944-79.651 +65.0 410.0 Standard Pm- 15.944-19.651 +80.0 -11CO GLASS TYPE B GLASS TYPE 9 Flo B idin e 3a318" Custom Sae 15.131-W-21 +65.0 -80.0 GLASS TYPE 4 34 383/B° Custom Size 15.131-15.943 +80.0 -110.0 ilOAB Custom Siza 14.131-15.130 +65.0 -80.0 Custan Size 14.131-15.130 +80.0 -110.0 13116"NOM. I� 13/16"NOM. 1HL 101 Dade Pmddcl Conitol Shortest 12.464-14.130 +00.0 -110.0 GLASS STACK GLASS STACK Shortest 12464-74.130 +65.0 311.D 7116"NOM. .090°SG .090°SG .°. Equal-lite 22964 +65.0 .80.0 GLASS STACK Equalalle 22884 +80.0 -110.0 AIRSPACE AIRSPACE Custom Size 20.131-22,963 +65.0 -80.0 Custom Size 20.131-22963 +8D.0 -110.0 118"AN GLA 118°HS GLASS 1/B'AN GLASS 3116°AN GLASS 3116'AN GLASS Standard ProNew 18.594-20.130 +BO,O -110.0 31 37 Standard ProMew 18.594-20.130 +65.0 440.0 .090'PVB 7a 74 45" Custom Size 16.131-18.593 +65.0 -80.0 S0 3116' GLASS 45' Custom Size 16.131=18.593 +80.0 -110.0 Custom Size 15.131-16.130 +65.0 -80.0 Custo n Size 16.131-16,130 +80.0 -110.0 �-R R 5 12'NOM. ®DR 5 12"NOM. a Custom Sae 14.131-15.130 +65.0 -80.0 27 12'NOM. Custom Size 14.131-16.13D +80.0 -110.0 GLASS BITE EX R GLASS 817E Shortest 12-464-14.130 +65.0 -60.0 EXTERIOR GLASS BITE Shortest 12464-14.130 +80.0 -110.0 EquaHite 24.964 +65.0 -80.0 a Equeldite 24.984 +80.0 -110.0 7673 7673 Custom Size '22.131-24.863 +fi5.0 -80.0 74 Custom Size 22.131-24.863 +80,0 -170.0 ®OR 5 ®OR 5 Standard ProNew 20.194-22.130 +65.0 -80.0 34 Standard Prodew 20.194-22-130 +80.0 -110.0 GLASS TYPE IO GLASS TYPE II 49" Custom Sae 78.131-20.183 +85.0 30.0 GLASS TYPE 5 491 Custom Size 18.131-20.193 +80.0 -110.0 W z W N Custom Size 16.131-1&130 +65.0 -80.0 Custom Size 16.131-18.130 +80.0 -110.0 _ 13/16'NOM. 13116' Ir w o 'naa Custom Size 14.131-16.130 +65.0 30.0 13116"NOM. Custom Size 14.131-16.130 +80.0 -110.0 �- GLASS STACK �- GLASS STACK 'O co Shortest I 12464-14.130 +65.0 -BD.O GLASS STACK Shortest 12.484-14.130 +80.0 -110.0 AIRSPACE •090'SG AIRSPACE-.. •090"SG }r o a, a4o0 O Q E to 25.777 +65.0 -80.0 .090"PVB 'm EquaHite 25.777 +80.0 -110.0O N z w glel4i s 118°TP GLASS 1I8'HS GLASS 1/8'TPGLASS 31i 6"AN GLASS O s AIRSPACE Custom Size 24.131-25.T78 +80.0 -110.0 O a w f77 Z Custom Size 24.131-75.776 +65.0 30.0 3116'AN G F 31 74 31 74 J ¢ _ Z O F Standard Prodew 20.844-24.130 +65.0 -BCC 11B"AN GLASS o 5[arWard PmdEw 20.844-24.130 +80.0 -110.0 O LL 0 0'� W O Custom Size 20.131-20.843 +65.0 30.0 31 7a J Custom Size 20.131-20.843 +80.0 -11E0 OR 5 OR 5 Z W o r H. 5D5I8" ® 12°NOM. ® 12'NOM. _ 3 r F 50-51s' Custom Size 1&131-20.130 +85.0 -80.0 Custom Size 18A31-20.130 +80.0 -110.0 GLASS BITE GLASS BITE W m ou 5®OR 5 EXTERIOR EXTERIOR U(, GO Custom Size 16.131-18.130 +65.0 -80.0 12'NOM. Custom Size 16.131-18,130 +80.0 -110.0 W W Custom Sae 14.131-16.130 +65.0 -80.0 EXTERIOR GLASS BITE Custom Size 14.131-16.130 +80.0 -110.0 `r ~LL c2 a Q ON'0 a 711, ti> Shortest 12.484-14.130 +85.0 -80.0 Shortest 12.464-14.130 +80.0 -110.0 7673 EquaHite 31.s6a +65.0 -BD.o 7673 Equal-llte 31.954 +80.0 -110.0 ®OR se GLASS TYPE 12 ®oR 5 GLASS TYPE 13 Z S Z r, Custom Size 28.131-31.963 +65.0 -80.0 ®OR 5 Custom Size 28.131-31.953 +80.0 -110.0 Ur GLASS TYPE 6 Standard Provw 25.794.28.130 +60.0 A10.0 Z LIL Standard Size ew 24.131-25.793 +65.0 -60.0 13116"NOM. 0 O Custom Size 24.131-25.793 +65.0 -80.0 Custom Size 24.131-25.793 +80.0 -110.0 13l18'NOM. Lam. m 63° Custom Size 22.131-24.130 +80.0 -110.0 GLASS STACK 1 GLASS STACK = 63° Custom Size 2213t-24.130 +65.0 -80.0 ___-I 13116"NOM. .090"SG .090"SG ® W Custom Sae 20,131-22-130 +65.0 -80.0 I GLASS STACK Custom Size 20.131-22130 +80.0 .110.0 AIRSPACE AIRSPACE J Custom Sae 18.73t-20.130 +65.0 -80.0 AIRSPACE .090"PVB Custom Size 18.131-20.130 +80.0 -110.0 3116'AN GLASS 1/B'HS GLASS 3/16"TP GLASS 118"HIS GLASS Z taay5 Custom Size 18.131-18.130 +65.0 -80.0 3118"TP GLAS i/8'AN GLASS Custom Size 1fi.131-78.130 +80.0 -110.0 37 74 31 74 'J Shortest 13.194'-16.130 +65.0 -80.0 31 Shortest 13.194'•16.130 +BO.O -110.0 Q Q Equal-tile 3B.464 .+65.0 -80.0 74 EquaNlte 38.464 +80.0 -110.0 OR 5 12'NOM ®OR 5 12'NOM. u- � J J_.s Custom Size 36.131-38.463 +65.0 :0.0 ®OR 5 12'NOM. Custom Size 36.131-3B.463 +80.0 -110.0 EXTERIOR GLASS BITE EXTERIOR GLASS BRE J�� ¢34.131-36.130 +65.0 •80.0 EXT GLASS BITE Custan Sae 39.131-38.130 +80.0 -110.0 a76' Stentlard ProUew 30.994-34.130 +65.0 :55. 78" Standard Pm4iew 30.994-34.t30 +60.0 -110.0 D.30.131-30.993 +65.0 -80.0 Custan Sae 30.131-30.993 +80.0 -110.0 1 OR 5 7673 ®OR 5 70'28.131-30.130 +65.0 -80.0 7673 Custom Sae 28.131-30.130 +80.0 -110.0 GLASS TYPE 14 GLASS TYPE 15 •osa0 S�OR 5 Shortest 26.194'-28.130 +65.0 30.0 GLASS TYPE? Shortest 26.194'�.130 +80.0 -t 10.0 �� \ /j7 Equal4ite 42as4 -8 0.0 a ��1c Ns 84° Custom Size 38.131-42483 +65.0 4f0.0 84° Custom Sae 38.131-42.463 +80.0 -110.0 Standard Pm4iew 34.194--38.130 +65.0 1-80.0 1 Standard Prot4ew 34.194'-38.130 +80.0 -110.0 ` ��;•• •.(C� 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-4B.391 _ �•- MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 = MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 1 ;•Q' _ 'p0•• SATE OF 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 70NAL 1,,\\ 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,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 TABLES: Anchor Quantities Required for r to Tip Width "Through-Frame"Installation 1e° 25" 33'• 37" 41' 45" 49 save usinn Glass TvDes 1-7 Jamb Jamb Jam Jam Jamb Jamb Jamm robTJamb Bottom Sash gDescd ionSash Heighttr Ghen Range "ge On) 8 ZS 8S TABLE 68: ¢ m ¢ m ¢ m ¢ m ¢ m ¢ m 24' EquaHite 12464 1 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 Exteriorto Interior) Equal-lite 15.954 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 ryPe 4.Pprosed a s comPlYlu8wi7ta lb 3t' Standard Prowew 12.994-15.sfi3 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 1/8"AN,.090"PVB,V8"AN Flnrld H)ddMBC Shortest 12.464-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13116"LIG:1/8"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN Dut. Equal-lite 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 13116"UG:1/8"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN N ial Dad-?,.duct Control Standard Proem 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 383/8' 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,3/16"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,1/8"AN Shortest 1Z464-14.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Equal-rite 22964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 13!16"LIG:3/16"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1I8"AN Custom Size 20.131-22963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 21 18.694-20.130 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 K Custom Size 1 5.131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 6 tD Y Equal-Ilte 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 S 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 - w O O 'nay Standard Proliew 20.194-22-13D 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 m 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 alc0 Qr l 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 f.)Nv z m 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 2 3 2 2 0 O 6¢ Z Z O .. 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 Z m i O -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 = W 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 U F Standard Pmdew 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 F-•W "r' �¢ Q U 9h10 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 w ¢ F ~ 50S16' 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 p ao in 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 `-Z U Z W Custon Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z J LL 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 Equal-life 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 = ` LO 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 J �• Standard P-i- 25.794-28.130 3 2 1 3 2 1 3 2 3 2 3 2 2 3 2 2 3 2 2 3 3 2 (0 F Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 1 2 3 2 2 3 2 2 3 2 2 3 2 2 Z Q IaagS Custom Size 22.131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 7 0 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 0 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 of O Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 w U 2 Shortest 13.194--16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 O J Z rn Equat4ite 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Q 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 apt •asap 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 2 3 3 2 ® Standard ProAiew 30.994-34.130 3 3 1 3 3 1 3 3 3 2 3 3 2 3 3 2 3 3 3 3 2 `Y\\`\` till 111! Custom Size 30.131-30.993 3 3 1 3 3 t 3 1 3 3 2 3 3 2 3 3 2 Q" N Y LYN Custom Size 28.131-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Shortest 26.194"-2B.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 ` �'�.•''\,\GEN$F'•..C�� Equal-rite 42.464 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 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 14" Custom Size 38.131-42.463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 WINDOW SIZE. _ *_ Standard ProHew 34.194"-38.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 14 1 3 2 41 31 2 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SIZE. I� MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 O�•.• AT OF ((/ 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(ORIOP'. \_� MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. i�SS7 '••••• �G� 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITNE DESIGN //�NAL%k\\�` PRESSURE OF.65 PER NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A.LYNN MILLER,P.E. P.E.f15B705 TABLE 7: Anchor Quantities Required for Tip to Tip Width "Through-Frame"Installation 18"_ 25" 33" 37 41" 1 45- 49" 53-118" usina Glass Types 8-15 Jamb Jamb Jamb Jamb Jemb Jamb Jamb Jamb Bottom Sash � � � � � f � m � � � � m E � m � � a � � Descdp,on Sash Height m i m = m a5 = m aE = a x6 a6 = m = m _ for Given Range Range(in) $ _ $ _ $ _ $ _ _ ti TABLE 78: 24" EquaHile 12.464 1 2 1 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Glass IgIb EquaNile 15.964 1 2 1 1 2 1 1 z 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Type Description(Listed from Exterior to Interior) 4pP-,,tmnpad"wI& 31" Standard Proview 12.994-16.953 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 Pau r Shortest 12.484-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 8 3115'AN,.090"SG,3/16"AN $0A# Equal•Ille 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 'N1ad P4odtA Standard Pm�Aew 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 38-3f8" Custom Size 16.131-15.943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11 13116"LIG:1/8"AN CAP,AIRSPACE,3116"AN,.090"SG,3116"AN r- 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:118"TP CAP,AIRSPACE,1/8"HS,.090"SG,1/8"HS Shortest 12-464-14.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13 13116"LIG:118"TP CAP,AIRSPACE,3/16"AN,.090"SG,3/16"AN Equal-lite 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 14 13116'LIG:3/16"AN CAP,AIRSPACE, 118"HS,.090"SG,1/8"HS Custom Size 20.131-22.963 2 z 1 2 z 1 2 2 1 2 2 2 2 2 2 2 2 2 z 3 2 2 3 z 15 13116"LIG:3116"TP CAP,AIRSPACE, 1/8"HS,.090"SG,1/8"HS _ Standard Pmofew 18.594-20.13D 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' Cullom 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 0 Cullom Siie 15.131-1 B.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 Slze 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 c0 Y Equal4ite 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 LU 3 r!) 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 0 'nab Standard Praiew 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 � � v%io p � 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 }n o atop 0 a' Custom Size 16.131-1 8.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 O N b y Q Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 O J O y Z Z o Shortest 12464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Z LL mi ' On m' Equalaite 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 W.-• o .J.. Tg r = 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 W U 0 4D J J u mo 0 oN o Standard ProAi 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 I-W ¢ Q JMO S Custom Sae 20.131-20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 O> i2 F 50-Sf8" 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 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 c- 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 3 3 2 3 Z J LL 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 j O Equal-lice 31.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 3 - rn _ (D 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 _ ® J Standard Prowew 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 a Z 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 1aayS a, 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 t'n Z) ¢ ('J 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 u- w C3 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 O Z p � 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 W ? V = Shortest 13.194"-16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 V J Z 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 38.131-38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 al1!J 'osaC 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 Proliew 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 `1 t1111111AA,f, , Custom Size 30.13l-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 �0�\1 0 LYNAl Custom Sin 28A31-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 233 4 3 `� [•O,.......•. •v/�l Shortest 26,194•-28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 3 2 4 3 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, ��,•' 1-LCENSF'•• Equal4he 42.464 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE ,Custom Size 38.131-42.463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 WINDOWSIZE. *: NO.58705Standard Prmlew 34.194••38.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 42 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. O'• Q. �F �` MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 S 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 •, ��/ MINIMUMSASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THERADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. i��s'•, CORID '•U,\\� 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN 7,5,O NA►- ?0`� PRESSURE OF-65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A LY144 IuIII.L1 P.E. P.E.#58705 INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ED THROUGH FRAME INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSTRIP E CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. ANCHOREDTHROUGH f-' T T -I F BEDMENT EMBEDMENT FRAME INTO 2X WOOD 114"MAX SHIM 1/4"MAX SHIM FRAME OR BUCKSTRIP. ° EDGE SEE NOTE 2,THIS SHEET. I EMBED• I 7— 4 SASH VISIBLE 17 ° MENT EDGE a LIGHT WIDTH tparoved ce rnmpiyiat;wllh llc 1LL1�L_ DISTANCE DISTANCE �..ky� "JI.0C 1� 114"MAX SHIM 19 X �Q _ —_--L__J I,. FIXED VISIBLE - w4 Bade Pmduel Canhal I LIGHT WIDTH " 1 SEE TABLE I •� NOTE B,FOR 18 HEAD TYPE 30 TYP.ANCHOR TYPE, 44 • FIXED EMBEDMENTAND VISIBLE EDGE DISTANCE PER LIGHT SUBSTRATE,SEE 31 5 OR 56 HEIGHT TABLE B. I— TIP TO TIP WIDTH — TYP.ANCHOR TYPE, 32 I EMBEDMENTAND ci °r Y TYP.ANCHOR TYPE, EXTERIOR HORIZONTAL SECTION A-A EDGE DISTANCE PER 7 y 45 SUBSTRATE,SEE w o EMBEDMENT AND EDGE of o O O °a8 TABLE B. DISTANCE PER SUBSTRATE, � 14 SEE TABLE 8. �+— 1f4'MAX.SHIM 0 N 8a(o0 Q I VISIBLE LIGHT FORMULAS: O w 1n Z DADE APPROVED MULLION,FBC (SHOWN FOR HI-RISE SILL;SEE 'J J O a v� Z O 46 55 COMPLIANT ALUMINUM/STEEL FRAMING SHEET 9 FOR STANDARD SILL) Z co LL m i 43 OR STEEL STUD.MAY BE VERTICAL ORTIP =W S TO 13 HORIZONTAL.SEE SUBSTRATE WIDTH U U d ®� v uwo 0 r TIP 63 USE EITHER 1 PROPERTIES,TABLE 8. @ H z Co �¢ J -MN SASH&FIXED LITE:TIP TO TIP WIDTH-5.12" x HEIGHT SWEEP LATCH @ O 7 I¢._ MIDSPAN OR 2 HEIGHT(EQUAL-LITE) no a (n BOTTOM LOCKS TIP TO TIP HEIGHT12-3.73" r-Z v Z INSTALLATION 0 SASH HEIGHT(PROVIEW) Z LL VISIBLE OPTION 4 @FIXED LITE:TIP TO TIP HEIGHT12+3.78" 0 O LIGHT ANCHORED THROUGH @SASH:TIP TO TIP HEIGHT/2-11.93" = Z r HEIGHT FRAME INTO METAL ® W O HEIGHT(CUSTOM SASH) a -j — @FIXED LITE:TIP TO TIP HEIGHT-SASH HEIGHT-3.55" = Z U Iaays @SASH:SASH HEIGHT-4.80" j (J) Ld EXTERIOR TABLE 8: O w O Min.Edge NOTES: r- z 33 Anchor Substrate Min.Embedment � � Z = 10 Distance w 15 P.T.Southern Pine(SG=0.55) 9/16" 1-3/8° 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON cy J fA OPTIONAL HI-RISE #12 Steel, TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q LL SILL SHOWN.SEE Alurninum,6063-T5 min. 3/8" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF alto asap saua5 42 18-8 or 410 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 min. 3/8" 0.045" 18 G3 2)MASONRYANCHORS MAY BE USED INTO WOOD AS PERTABLE ��`` YILYNA/�7j'%� 1/4"MAX. 8.ALL WOOD BUCKS LESS THAN 1-1 2"THICK ARE TO BE `� 0 SHIM Concrete(min.3.35 ksi) 1" 1-3/4" CONSIDERED IX INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL ` .............\GEN,gF'•.�( 1/4"410 SS Ungrouted CMU,(A$TM(-90) 2-1/2" 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS CireteFleX P.T.Southern Pine SG0.55 1" DEPICTED AS 2X ARE 1-12"THICK OR GREATER.1X AND 2X BUCKS No.58705 1-3/8" • (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER — NO ANCHORS nCrete(min.2.85 k51) 1" 1-318" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND — REQUIRED IN /4��$tee _ INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR '� Ungroute =73 �rT FLANGE OR ' ARCHITECT OF RECORD. Q'•, A OF EQUAL-LEG P.T.Southern Pine(SG 0.55) 1" 1-3l8" FRAME SILLS A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS ii��ss••.....• NG\�� • ° B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAN/HEX/FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. ZONAL 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 ANCHOREDTHROUGH FRAME _ ANCHORED THROUGH FRAME AND IX OPTION 1 EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. ANCHOREDHROUGH f —T--- —————— SEE NOTE 2,THIS SHEET. EMBEDMENT (-� EMBEDMENT FRAME INTO 2X WOOD 1 1/4"MAX SHIM 1/4"MIAX SHIM �I ° FRAME OR BUCKSTRIP. EMBED- J— SEE NOTE 2,THIS SHEET. I I.� SASH VISIBLE 17 ° �MENT EDGE „ I LIGHT WIDTH EDGE sp�v+ered ae mmptyl�wUDtA DISTANCE pbN I6 B _1 DISTANCE Dec 114"MAX SHIM 19 N*A# FIXED VISIBLE 'n .l Dale Pmda LIGHTWIDTH .° SEE TABLE - 3 NOTE B,FOR 18 HEADTYPE 30 FIXED TYP.ANCHOR TYPE, 44 VISIBLE EMBEDMENTND EDGE DISTANCE PER w LIGHT SUBSTRATE,SEE z HEIGHT TABLE 8. 31 5 OR 5B 6 •. r BUCKWIDTH —I TYP.ANCHORTYPE, 32 EMBEDMENTAND Y' TYP.ANCHOR TYPE, EXTERIOR HORIZONTAL SECTION A-A' EDGE DISTANCE PER LU h 45 EMBEDMENT AND EDGE 15 SUBSTRATE,SEE w of o O '^aa DISTANCE PER SUBSTRATE, TABLE 8. ❑ 150 o U) c.. 14 SEE TABLE 8. N = alo0 OQ, Q W� SHOVVN IM VISIBLE LIGHT FORMULAS: O w z46 (SHOWN FOR HI-RISE SILL;SEE �JWoSHEET 9 FOR STANDARD SILL) Z LL ' LnADE APPROVED MULLION,FBC WIDTH L oBUCK OMPLIANTALUMINUMISTEEL FRAMING W Co 6HEIGHT 63 USE EITHER 1R STEEL STUD.MAY BE VERTICAL OR @ SASH 8 FIXED LITE:BUCK WIDTH-4.12" LU WSWEEP LATCH @ORIZONTAL.SEE SUBSTRATE )MIDSPN OR 2ROPERTIES,TABLE B. HEIGHT(EQUAL-LITE) p U) BOTTOM LOCKS BUCK HEIGHT/2-3.23" Z ZSASH INSTALLATION HEIGHT(PROVIEW) (D LL VISIBLE OPTION 4@FUCED LITE:BUCK HEIGHTl2+4.28" Z Z OLIGHT ANCHOREDTHROUGH @SASH:BUCK HEIGHT/2-11.43" 2 00 HEIGHT FRAME INTO METAL HEIGHT(CUSTOM SASH) -j W @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" Z laay5 @SASH:SASH HEIGHT-4.69' j U) X EXTERIOR TABLE 8: 33 Anchor Substrate Min.Edge Min.Embedment NOTES: o Z w r- ~ 12 Distance ? _ w 15 P.T.Southern Pine(SG=0.55) .9/16" 1-3/8" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON O J (J U) OPTIONAL HI-RISE #12 Steel, TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q W SILL SHOWN.SEE Aluminum,6063-T5 min. 3/8" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF ant asap saua5 1"WEEP 42 SHEET 10 FOR 18-8 or 410 THE WINDOW. SS Screw A36 Steel 3/8" 0.063" NOTCH AT STANDARD SILL. EACH END 1/4"MAX Steel Stud, in. 33 min. 3V. 0.045" 18 Ga 8.MASONRY WOOD BUCKSL LESS THAN 1-/2"Y BE USED INTO WOOD AS H CK ARE TO BE R TABLE ` O`Ny LYNN SHIM Concrete(min.3.35 ksi) V. 1-3/4" 21/ 1/4"410 SS CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL ��,•'•�•\C EN,gF'•.C�� U,( CreteFleX Ungrouted CMASTM C-90) 2-1/2" 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS Q;' P.T.Southern Pine SG=0.55 ill 1-318" DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS ' NO.58705 NO ANCHORS eel ) (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER y} REQUIRED IN "St Concrete(min.2.85 ksi) 1" 1-3/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND 1/4 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR p FLANGE OR ° Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" ARCHITECT OF RECORD. 027.vf EQUAL-LEG ° Ultracon ;p ' s FRAME SILLS P.T.Southern Pine SG=0.55) 1" 1-318" T'. F TE. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS �i •'•.�ORIDP, \"S • •• ° B)USE ONLY THREADS HEAD ANCHORS IN JAMBS.PANI METAL HEXIFLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. �i sS� LNG VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. /ONAL 111 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 " I DISTANCE - _DISTANCE f+- EMBEDMENT -y a a q; EDGE DISTANCE 1/4"MAX SHIM 114"MAX SHIM 5 SASH VISIBLE 17 4ptvepcd ae complyle8+r11L tYe LIGHT WIDTH M0. 0-21 EMBEDMENT MOhAEMBEDMENT FIXED VISIBLE 1/4f SH LIGHTWIDTH P- 30 NCHOR TYPE, lb EMBEDMENT AND EDGE FIXED DISTANCE PER SUBSTRATE, 44 VISIBLE SEE TABLE 9. LIGHT HEIGHT I 31 5 OR 5B 5 - J r BUCK WIDTH 32 TYP.ANCHOR TYPE, ti Y HORIZONTAL SECTION C-C EMBEDMENTAND EDGE j 45 DISTANCE PER SUBSTRATE,SEE DADE APPROVED MULLION,FBC TABLE 9.(NAIL SHOWN) O� y o O COMPLIANT ALUMINUM/STEEL FRAMING ]•r, o� atop Q 14 1/4"MAX.SHIM �{ I+ OR STEEL STUD.MAY BE VERTICAL OR O C F N U) Z HORIZONTAL.SEE SUBSTRATE J J p a Z o PROPERTIES,TABLE 9. VISIBLE LIGHT FORMULAS: z" m= O BUCK 43 LLi 13 _ (SHOWN FOR SHEETS 7 OR B FOR STANDARD R SIE SIL W U � ®� J umo,p n HEIGHT 53 USE EITHER 1 ~Z < J '�N j #10 OR#12 STEEL W � 2 9M0 SWEEP LATCH@ WIDTH o o: F< SELF DRILLING r r MIDSPAN OR 2 46 55 @ SASH&FIXED LITE:BUCK WIDTH-4.12" p a a rn BOTTOM LOCKS SMS(G5),SEE TABLE 9. Z a) u Z _ HEIGHT(EQUAL-LITE) (� Z SASH BUCK HEIGHT2-3.23" Z O LL VISIBLE INSTALLATION 0 LIGHT HEIGHT(PROVIEW) rn = W HEIGHT I OPTION 7 @FIXED LITE:BUCK HEIGHT2+4.28" ® iA W ANCHORED THROUGH @SASH:BUCK HEIGHT2-11.43" `� O X INTEGRAL FIN INTO METAL = Z Z laay5 HEIGHT(CUSTOM SASH) j r) STANDARD SILL @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" < J S EXTERIOR 16 SHOWN.SEE @SASH:SASH HEIGHT-4.60" U Z o 33 PREVIOUS SHEET t C7 n 42 6 FOR OPTIONAL U W W 0 1"WEEP HI-RISE SILL. Q Z co NOTCH AT aq1 'asap saua5 j EACH END TABLE 9: SHI MAX Min.Edge Min. NOTES: SHIM Anchor Substrate Distance Embedment 1)USE ONLY SUBSTRATE-APPROPRIATE �,�`��1hY LYN/y '�., 2-1/2"X.113"Box Nall P.T.Southern Pine(SG=0.55) 5/16 2.436 ANCHORS LISTED ON TABLE 9.FOL O• F' '�1G,EN,p •��� T EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Cn I 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=0.55) 3l8" 2.438 Q;' 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. = 7YP.ENT ANDCHOR TYPE, - 2-1/2"x.145"Roofing Nail P.T.Southem Pine(SG=0.55) W8" 2.438 EMBEDMENT AND EDGE EDGE DISTANCE _ DISTANCE PER SUBSTRATE, P.T.Southem Pine SG=0.55 1/2" 1.375 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO 'p 1, Q- CY` SEE TABLE 9. #10 Steel Trusshead Screw O ( ) REFERRED TO AS DAYLIGHT OPENING)IS v C(/ SCREW SHOWN EMBEDMENT 0.125"Aluminum,6063-T5 min. 5/16" 0.125 MEASURED FROM BEADING TO BEADING. O ST !V ( ) #12 Steel,18-8 or 410 SS i��•'•.FCORID?.•'" \�� Screw 0.050"A36 Steel 5/16" 0.05 SS, ... �0\`� VERTICAL SECTION D-D 1 0.045"(18 Ga)Steel Stud,Gr.33 min. 5/16" 0.045 ��0NAL 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" - � _ 2.84W' �+- .062" 1.1 2.848" ---�{ .062" .062 .062" 2.112" 2.724" 2.724" 2.724" l 1.489" ii Ptovc6 cumP11'io8 with tb" .987" �•{ 1.125" D wi Bpwfng c .062" .062" ,062" � sroane >➢nol 70 FLANGE FRAME HEAD O INTEGRAL FIN FRAME O EQUAL LEG FRAME HEAD 4O FLANGE FRAME JAMB OINTEGRALEAD FIN FRAME O EQUAL LEG FRAME JAMB "• 2.798" 2.798" 2.798" 2.798" 2.798" -►I 2.796' 3.008" W U� � I 2.841" 3.466' 2.341" 3.508" w ,maa 4.133" p y o o fO .D62" .062" .062" .062" .062" .062" C7 N z w a1o0 0 Q O� co Z U J C) a y _ W p Z u- too m x r- =LL o c� F r 1.125° 1.125" U U O ®� mB0 O FLANGE FRAME SILL O EQUAL LEG FRAME SILL to FLANGE FRAME SILL 72 EQUAL LEG FRAME FW-•Z V s¢ J gory HI-RISE SILL HI-RISE W ,••- r, Q ' DM0 Co On INTEGRAL FIN FRAME SILL o a U 11 INTEGRAL FIN FRAME �Z m p Z ` 2.273" �� O SILL-HI-RISE p ,- U LL 1.300" .120" 41 2.273" j O .170" I SILICONE m = o HOT-MELT BUTYL W Jl STRUCTURAL ® � J PC 1/4"NOM. STRUCTURAL 3l16"NOM. 2.772" WITH SILICONE = Z Taay5 •�2" DESICCANT FOAM WITH j IN] H 2.105° DESICCANT Q Z 2.150" ,062" 1.235" u_ O o .062" EXT.GLASS O Z U O EXT.GLASS ~ 0 II � 1.300" -�{ 1.300" �-- INT.GLASS INT.GLASS U J X U .062" --elf "I 1.300" �+- �I f�- Q W SASH BOTTOM RAIL- 70 KODISPACE 4SG TIPS71 SUPER SPACER®NXT t5 7M tt11 •asap saua5 is SASH TOP RAIL 74 FIXED MEETING RAIL 78 SASH BOTTOM RAIL t7 SASH SIDE RAIL HI-RISE `77ttytLYNr/////i,� ALUMINUM POLYISOBUTYLENE DESICCANTFILL �` �pN•-" NM/ 1.446" REINFORCEMENT LtCENSF'•. SEAL 5l16"NOM. .•.� ' 1.522•• 6�27" 040°� -�.634" 1 .465" '�•61 T' �.496" BUTYL 8 STAINLESS STEEL SILICONE SEAL =*,; *= 1 ROLL-FORMED No.58705 .040" DESICCANT - .813" V11112" .802" .802" FOAM l '••,� a ` EXT.GLASS %O S AT OF ••((j` 1.370° .070" .070" ,045" .050" -� EXT.GLASS i��•'..FCORIOP,.•' N -Z INT.GLASS INT.GLASS i ASS '•..... �G , 1B COVER ANCHOR is SASH STOP COVER sn IG BEAD x58 IG SNAP BEAD 2s 5l16"IAMI BEAD 27 7l16"LAMI BEAD ® ///70NAL tE 72 DURASEAL SPACER 73 XL EDGE SPACER A LYNN MILLER,RE P.E.N 58705 i r TABLE 11: Item PGTPart# Description Material 51 ASSEMBLY DETAILS FOR t sa2oo Head,Flange Aum.6063 s FLANGE FRAMES 2 1 624017 Head,Integral Fin Alum.6063-TB (OTHER FRAME TYPES SIMILAR). 3 1 624028 1 Head,Equal-leg Alum.6053-T6 a 4 1 624004 Ijamb.Flange Alum.6063-T6 4 4A I I Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063-T52 t 51 approscd s®maglylag a4L rm 5 1 624020 IJamb,Integral Fin Alum.6063-TB F7nH Diddlaa 5A I I Jamb,Integral Fin(Used For Alternate Radius Top Head) Alum.6063-T52 Date LL 8 1 624031 IJamb,Equal-leg Alum.6053-TB !dOA6 6A I Ijamb,Equal-leg(Used For Alternate Radius Top Head) Alum.60B3-T52 40 HEAD 7 1 624002 ISill,Flange Alum.6063-TB P� 8 1 624018 ISill,Integral Fin Alum.6063-T6 INTERIOR 41 9 624029 Sill,Equal-leg Alum.6063-TG � 10 624003 Sill,Hi-Rise,Flange Alum.6063-TB JAMB 11 624019 Sill,Hi Rise,Integral Fin Alum.6063-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.6005A-T61 1�1 15 624012 Sash Bottom Rail-Hi-Rise Alum.6063-T6 JAMB 2 w co 16 624058 Sash Bottom Rail Alum.6063T6 K 17 624007 Sash Side Rail Alum.6063T6 w o 0 �aa FIXED MEETING RAIL rr O i 18 624051 Head AnchorCoeer Alum.6063T6 O o v 19 624015 Sash Stop Alum.6063 T6 "4z a120 W O 25A 6240D9 IG Bead Alum.6063T5 O a i3 CO 25B 624011 IG Snap Bead Alum.6063-T5 O_j C3 a W o 26 624013 5116"Lami Beading Alum.6063-T6 Z o -' rn- 27 624026 7/16"Lanni Beading Alum.6063T6 SASH BOTTOM RAIL v v d ®� »o o 30 6TP247 Glazing Bead,Bulb Vinyl for#624023 Vinyl SASH H LU a -j 9 o 31 6TP248 Glazing Bead,Bulb Vinyl for#624009򘖋 V nyl 4 SIDE 1s r- W 32 724046 Sweep Latch(@ Top Rail) Cast Zinc RAIL Z Z 33 624049 Bottom Latch(@ Sill) Alum.6063T6 34 Setting Block(1/8"X 1/2"X4") Neoprene JAMB Z _j 0 O 35A IG Setting Block(1/8"X3/4"X4") Neoprene = w 35B 724014 IG Snap Setting Block Vinyl 17 ® m Lu ❑ 36 724044 Bottom Rail Weatherstrip Extension Z W 37 724053 Sill Gasket Polyethylene aays 38 724054 Sash Top Rail Gasket Polyethylene 37 LL O 39 724055 Sash Bottom Rail Gasket Polyethylene I O 40 724057 Head Gasket Polyethylene Z ctl 41 724063 Meeting Rail Gasket Polyethylene INTERIOR _ 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 39 Q Om 43 Weatherstrip,.279'x.187",Fin Seal(@ MR) au l �sao�a!as ;�> 44 67S16G Weatherstrip,.170"X.27D",Fin Seal(@ Sash Side Rail) 45 Weatherstrip,.170"X.18T',Fin Seal(@ Top Sash Rail) ��7111Y LYNNr//''�i 46 varies Balance with Cw,er&Trim Rigid Vinyl SILL TABLE 10:MATERIAL PROPERTIES USED \����N,..••••....Lfl 51 781PSQX #8X1"PH SMS(Assembly) Stainless Steel 51 FORANCHORAGE CALCULATIONS: _�:. ,%CENSF '•�!�% 55 7834AA #8 X314•'Ph.PN SMS(Balance) Stainless Steel 7 Material r127.4 Min.F Q; 63 - Alum.Screen with Fiberglass Mesh Vades Steel Screw 120 ksi _*_:r� No.58705 70 - Kommeding Kodispace 4SG TPS INTERIOR I"Screw 95 ksi 71 Quanex Super Spacer nXT See Sheet �1 410 Screw 11D ksi pj 7 72 Quanex Duraseal Spacer 10 for 51 Elco UIt aCor� 177 ksi ��0 S A OF Materials NOTES: 410 SS Elco CreteFlex® 189.7 ksiCardinal XL Edge Spacer6063-T5 Aluminum s 22 ksi ....... 74 Dow 791,899 or GE 7700 Backbedding Silicone 1)ALL CORNERS TO USE GASKETAND/OR SEALANT. A36 Steel 36 ksi 58 ksi Gr.33 Steel Stud I33 ksl 45 ksi S 7I I I I I I I I L L7 2)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. A.LYNN MILLER,P.E. P.E.#58705 j