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Notice of Acceptance
M IAM 1-DADE MIAMI-DADE COUNTY Re"k I PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATIONDIVISION—_..___-------– T(786)315-2590 F(786)315-2599 -CF. V� www.miamidadS.gov/economy NOTICE OF ACCEPTANC T PGT Industries,Inc. �2� 1070 Technology Drive MAR 2 7 North Venice,FL 34275 permitting SCOPE: ST. Lucie County, This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SH7700A"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement 0 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 LU 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 LLabove. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.18-0430.06 =MLAMMEADE COUNTY Expiration Date: August 23,2023 4. Y114 18Approval 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 61n 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 Contr Exathiner NOA No.'14- 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 61h Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez,RE G. OTHERS 1. None. Manuel`Pery4t.E. Product Control Etaqner NOA No.1 30.06 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-2 - SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW �i7-13/16"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). - 18-318"MAX. VARIES PER GLASS TYPE, LARGE&SMALL MISSILE SEE SHEETS 25 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 BETEMPERED,USE ONLY GLASS TYPES 3,7,12,13 OR 15. 17-314"MAX. 17-314" 52-1/8"MAX.BUCK WIDTH 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY (17_1/4"BUCK 9-112"MAX. 4-11/16"MAX.APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE g SEE )_ _ O.C. (9"MAX'BUCIn D.SEE _ 5"MAX.O.C. MAX ,�p��� plYing Mpg tfy SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI SHEETS 8&9 SHEET t0 Fbri B)titiLng Cot c A PER ANCHOR TYPE. Attea �]p A,SEE -� C,SEE 4)ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. SHEETS 8&9 SHEET 10 I N*4,1VProdu autroliX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK OR GREATER.1X AND 2X BUCKS"EN USED) EQUALLY SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE SPACED WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,EOR ANCHORS PER ( ) ORARCHITECT OF RECORD,(AOR). TAB LES s 87 O 1 I/ 17-3116"MAX.O.C. OI i/ + 64 5)ANCHOR EMBEDMENT TO BABE MATERIAL SHALL BE BEYOND WALL DRESSING OR -11— MAX. 83" STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. TIP 12-1116"MAX.O.C. TO BUCK INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING&FLASHING STRATEGY X TIP HEIGHT a FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND 1 THE SCOPE OF THESE INSTRUCTIONS. EQUALLY SPACED I HEIGHT --- ANCHORS PER I I 13-5/16"MAX.O.C. 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS TABLES a 87 tp 5"MAX. W NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. cn 9-12"MAX. I ---- -� O.C. I / c K w o •"aa 7)DESIGN PRESSURES: (9"MAX.BUCK) i i O A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER A 0 co s' ASTM El 300. 1 o N = aloe Q B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE NO ANCHORS AT SILL . _ / _j uw N O TESTING AND GLASS PER ASTM E1300. I g D Z Z C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. —+1 53-118 MAX.TIP TO TIP WIDTH 1"WEEP NOTCH 4-11/16"MAX. --47"WEEP NOTCH Z LL gUJI AT EACH END AT EACH END 8)THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN FRAME SHOWN WITH 50 o ®� v n CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE SHOWN WITH EQUAL-LITE COw2co E< J ""oa CONFIGURATION EQUAL-LITE CONFIGURATION HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR W Q SIM WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.AN THAT COME INTO Gr '- k U3 O CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THETABLE 1:ALLOWABLE GLASS TYPES Z $ Z Q USER INSTRUCTIONS: FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. Glass OP Type Descrlpdon(Listed from Exterior to Interior) Table# 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN Z W W 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER J O 1 I/8-AN,.090"PVB,1/8"AN 2 PRESSURE REQUIREMENT FROM ASCE 7. CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING ,o = LU JURISDICTION. 2 13116"LIG:1/8"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1/8'AN 2 ® N W U) 2)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW m J 10)REFERENCES:TEST REPORTS FTL 18-7835.1&18-7835.2;ELCO ULTRACON NOA;ELCO 3 13/16"LIG:1/8•'TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN wO � CRETEFLEX NOA;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 4 118"HS,.090"PVB,1/8"HS 4 PRESSURE FROM TABLES 2-5.IT MUST EQUAL OR EXCEED THE Z F- 1-42 ANSUAF&PA NDS 8 ALUMINUM DESIGN MANUAL DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING j N Z 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 13116"LIG:3116"AN CAP,AIRSPACE,1/8"AN,.090"PVB,118"AN 4 O Z o 7 13/16"LIG:3116"TP CAP,AIRSPACE,1!8"AN,.09("PVB,1/8"AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6&7. W 8 3116"AN,.090"SG,3/,16"AN 5 4 INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 6 twi Z = FIGUREAALLOWABLE SASH CONFIGURATIONS AND SHAPES - ) ,J W Tn �{ WIDTH f -�I �- -•►� WIDTH �+--• 9 3/16"HS,.DW'SG,3/16"HS 5 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN Q (7 WIDTH 1013116"LIG:1/8"AN CAP,AIRSPACE,1/8"HS,.DW'SG,1/8"HS 5 INSTALLATION. aqH asa0 sauag TT I I T 11 13/16"LIG:118"AN CAP,AIRSPACE,3116"AN,.090"SG,3116"AN 5 NOTEAESIGN PRESSURE RATING DETERMINATION IS THE SAME T 12 13116"UG:118"TP CAP,AIRSPACE,116"HS,.090"SG,1/8"HS 5 PROCESS FOR ALL FRAME TYPES(FLANGE,INTEGRAL FIN OR � V UyN %�� 13 13/16"LIG:1/8"TP CAP,AIRSPACE,3/16"AN,.090"SG,3/16"AN 5 EQUAL LEG/BOX). `���pN,,...,.N,y�V t7 ra LB / 14 13/16"LIG:3116"AN CAP,AIRSPACE, 1/8"HS,.090"SG,1/8"HS 5 ,`5�'� C\CENSE'•.��<L- i5 13116'LIG:3/16"TP CAP,AIRSPACE, 1/8"HS,.090"SG,1!8"HS 5 No.58705 SG=KURARAY SENTRYGLAS®INTERLAYER BY GENERAL NOTES................................................1 _ CODES/STANDARDS USED: KURARAY AMERICA,INC. ELEVATIONS.........................................................1 •, �}' f Lr RECTANGULAR RADIUS-TOP RECTANGULAR PVB=KURARAY TROSIFOL®PVB INTERLAYER BY DESIGN PRESSURES/GLAZING DETAILS........2-4 �p F ((�� �2D17 FLORIDA BUILDING CODE FBC,6TH EDITION O ST TE OF WITH EQUAL WITH PROVIEW WITH CUSTOM ( ) KURARAY AMERICA,INC. ANCHOR QUANTITIES..........................................5-6 i.p'•, -ASTM E1300-09 i '•.FCORIDP.•' ` LITE SASH SASH SASH AN=ANNEALED INSTALLATION,FLANGE......................................7 (C \ HANSI/AF8PA NDS-2015 FOR WOOD CONSTRUCTION HS=HEAT-STRENGTHENED INSTALLATION,EQUAL LEG.................................8 ��/`sS NG�`� ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED.SHAPES oALUMINUM DESIGN MANUAL,ADM-2015 TP=TEMPERED INSTALLATION,INTEGRAL FIN............................9 '///0NAL IE11�` 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&PARTS LIST....................................11 A.LYNN MILLER,RE. TABLES ON THE FOLLOWING SHEETS. RE C 58705 TABLE 2: Bottom Sash Design Pressure(lbse)for Glass Types 1&2 Description Sash Height for Given Range Range Cm) Tip to Tp 418dth 18' 25 33' 1 37" 1 41" 45" 49" 53-1/8' 24" 1 Equal-lite 12464 [+65.0 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 �.0 Equal4ite 15.964 0 -80.0 +65.0 -80.0 +65.0 -80.8 +65.0 -80.0 +6&0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 I` 5118"NOM. 31" Standard Pro%im 12.994-15.9630 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 +65.0 .80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 I` GLASS STACK Shortest 12.464-12.9930 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -65.0 -80.0 1/8"AN GLASS 4pprared as complying wnL th" Equal4ile 19.652 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 Fiorlda joins Standard Pmdew 15.944-19.6511) -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -90.0 +65.0 m.1) +65.9 .80.0 1/8"AN GLASS Rats 38-318" Custom Size 15.131-15.9430 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.9 -80.0 +65.0 -80.0 +65.0 -80.0 30 KAAH Custom Size 14.131-15.1300 -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 Bflad .e Product ontrol Shortest 12.464-14.130 .0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 28 12"NOM. t Equal4te 22964 .0 -811.0 +6&0 -80.1) +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65A -80.0 +65.9 -80.0 +65.0 -80.0 GLASS SITE Custom Size 20.131-22963 .0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.9 -80.0 +65.0 -80.1) +65.0 -80.0 +65.0 -80.0 EXT�ERLIOR Standard Pm4ew 18.594-20.13D .0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.9 -80.0 +65.0 -80.0 < t 45' Custom Size 16.131-1&593 .0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6&0 -80.0 +65.0 -80.0 75 Custom Size 15.131-16.130 .0 -80.0 +65.0 -80.0 +65.0 -80.0 +6&0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 34 Custom Size 14.131-15.130 .0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Shortest 12464-14.138 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +61.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.o GLASS TYPE 1 Equal41te 24.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -0.0 -80.0 Custom Size 22131-24.967 +65.0 -80.0 +65.0 -BO.D +65.0 -80.0 +65.0 -80,0 +65.9 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 00 Standard ProNew 20.194-22130 +65.1) -89.0 +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 Y 49" Custom Size 18.131-20.193 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 16.131-18.13D +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +05.0 -60.0 +65.0 -80.0 w O 0 nay Custom Size 14.131-16.130 +85.0 -80.0 +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +65.0 -80.0 +85.0 -80.0 +65,0 -77.6 O u'i R O O ffO e.- p Shortest 12464-14.130 +85.0 •80.0 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +65.0 -80.0 +65.9 $0.0 +65.0 -80.0 +65.0 -75.113/16'NOM. C7 N z¢ 7,-'y D Q Equalaite 25.777 +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 -80.0 +65.0 -80.0 GLASS STACKOO U Z o. Custom Size 24.131-25.776 +65.0 1-80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 090•PVB J w Z p P Standard ProAm 20.844-24.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6&0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 AIRSPACE Z LL � mFi � ' O n Custom Size 20.131-20.843 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/8"AN GLASS =111 "r¢ .J... 4S P 505&8• 110"AN GLASS U U d Custom Size 18.131-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.1) +65.0 -60.0 +65.0 -80.1) +65.0 50.0 M"a N Custom Size 16.131-1&130 +65.0 -80.0 +85.0 50.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +85.0 •80.0 +65.0 -80.0 +65.0 -77.5 31 75 H W cis Q u DMO 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 -90.0 +65.D -80.0 +65.9 -75.1 r N Shortest 12464-14.130 +65.0 -80.0 +65.0 $D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 50.0 +65.0 -73.9 @O O Equawite 31.964 +65.0 -80.0 +6&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 50.0 5 R 58 12"NOM. Z O z GLASS SITE .- CustomSize 2&131-31.963 +65.0 -80.0 +65.0 -60.0 +65.0 50.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.1) +85.0 -80.0 +65.0 -T7.6 EXTERIOR Z `- lL Standard Pr m 25.794-2&130 +65.0 -80.0 +65.0 50.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -73.9 a = 0 Custom Size 24.131-25.783 +65.0 -80.0 +65.0 50.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -727 63• Custom Size 22.131-24.130 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 50.0 +65.0 -80.0 +65.0 -78.8 +65.0 -70.5 ®OR 5B 70-73 ® W Custom Size 20.131-22130 +65.0 -80.0 +6.5.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 50.0 +65.0 -80.0 +65.0 •T7.1 +65.0 58.4 v Custom Size 18,131-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0- -75.4 +65.0 56.5 Z ]ea4S Custom sire 16131-1e.130 +ss.o -80.0 +6&0 -8D.a +61.0 -80.0 +ss.o -80.o +65.1) -80.0 +65.9 -n.t +65.0 -73.e +sea 54.7 GLASS TYPE 2 in Shortest 13.194•-16.130 +65.0 -80.0 +86.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -75.9 +65.0 -71.8 +65.0 58.2 +623 523 p : J o Equallile 38.464 +65.0 -80.0 +650 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 50.0 +65.0 -80.0 +65.0 -80.0 +65.0 -73.9 Z Custom Size 36.131-3&463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.B +65.0 -71.6 w F- Custom Size 34.131-36.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6&0 -80.0 +65.0 -80.8 +65.0 -77.9 +65.0 59.4 U J D. U 76" Standard ProMew 30.994-34.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6&0 -80.0 +65.0 -80.0 +65.0 -75.4 +65.0 58.5 Custom Size 30.131-30.993 +65,0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 50.0 +65.0 -7&9 +65.0 -74.6 +6&0 55.6 agil �saD sauag Custom Size 28.131-30.130 +05.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.1 +65.0 -75.3 +65.0 -71.9 +63,8 63.8 Shortest 28.194••28.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 •75.9 +61.0 -71.8 +65.0 58.2 +623 523 p1V LYNN,,r4�� E�alaRe 42464 +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 -77.9 +65,9 59,4 �0.•"'•-•-•• 'n/ �i 84° Custom Slze 38.131-42463 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +85.0 -80.0 +65.0 •70.9 +85.0 -74.6 +65.9 55.6 ` '�' LICENSE •C((� Standard Pro�iew 34.194'-38.130 +65.0 -80.0 +65.0 50.0 +6&D -80.0 +65.0 -80.0 +135.0 -75.9 +65.0 •71.8 +65.0 58.2 +623 62.3 N0.58705 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 XW10 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 S E AQP•. F✓ .•CC! 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. /s CONAL 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN=ANNEALED 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP--TEMPERED A LYNN MILLER,P.E. 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED P.E.#58705 TABLE 3: Bottom Sash Design Pressure(lbs)ft)for Glass Type 3 Description Sash Haigh for Given Range Range On) ilp to Tip lMtlth 18' 25" 33" 37" 41" 46' 1 49" 53-1/8° 13116" 24" Equal-lite 12464 +65.0 -W.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 430.0 +65.0 480.0 +65.0 -80.0 ,.I GLASS NOM. _ EquaNite 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 I _. GLASS STACK 31" Standard Proeiew 12.994-15.963 +65.0 -80.0 +65,0 -80.0 +65,0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 .090"PVB Shortest 12.464-12993 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 AIRSPACE Equal-lite 19.652 +65.0 •80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 1/8"TP GLASS Fl=llpld 4pprd at Ylag rrgO Ua+ i/8"AN GLASS HStandard 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 Da3&318" Custom Size 15.131-15.943 +65.0 -80.0 +660 -800 +65.0 -80.0 +65,0 480.0 +65.0 -80.0 +65.0 480.0 +65,0 430.0 +65,0 -80.0 .4Custom Size 14.131-15.130 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 •800 +65.0 430.0 +65.0 -60.0 +65,0 -80.0 5@OR 5BShortest 12.464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +660 -80.0 +65.0 -80.0 +65.0 -80.0 1@"NOM.EquaHRe - 22964 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65,0 .80,0 +650 -80.0 +65.0 -80.0 +65,0 480.0 +65.0 -80.0 EXT��ELLRIOR GLASS BITE L Custom Size 20.131-22 963 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65,0 .80.0 +65.0 480.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 I Standard Provfew 18.594-20.130 +65.0 -80.0 +65,0 -90.0 +85.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 r 45' Custom Size 16131-18.593 +65.0 480.0 +65,0 •80.0 +65.0 -80.0 +65.0 480.0 +65.0 480.0 +65.0 -80.0 +66.0 -80.0 +65.0 480.0 70-73 Custom Size 15.131-16.130 +65.0 -80.0 +65.0 480.0 +65.0 480.0 +65.0 480.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 430.0 S@A OR B Custom Size 14.131-15.130 +65.0 -80.0 +65.0 -80.0 +66.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 GLASS TYPE 3 Shortest 12.464-14.130 +65.0 -80.0 +65,0 •80.0 +65.0 480.0 +65.0 430.0 +65.0 43D.0 +65.0 430.0 +65.0 480.0 +65.0 -80.0 Equal-lite 24.964 +65.0 -80.0 +65,0 -430.0 +65.0 480.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 Custom Size 27131-24.9621 +65.0 410.0 +65.0 -80.0 +65.0 48D.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 430.0 Standard PrcMew 20.194.22130 +65.0 -80.0 +65,0 430.0 +65.0 430.0 +65.0 480.0 +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 430.0 W z 49" Custmn Size 18.131-20.193 +65.0 410.0 +65.0 410.0 +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 Custom Size 16.131-18.130 +65.0 430.0 +65,0 430.0 +65,0 -80.0 +65,0 430.0 +65.0 -80.0 +65.0 •80.0 +65,0 430.0 +65.0 430.0 w O 0 '�aa Custorn Size 14.131-16.130 +65.0 480.0 +65,0 -80.0 +660 430.0 +65,0 480.0 +65.0 480.0 +65.0 430.0 +65,0 480.0 +65.0 -80.0 N O co '.. .. Shortest 12.464-14.130 +65.0 480.0 +65.0 •80.0 +65.0 430.0 +65.0 430.0 +65.0 430.0 +65.0 430.0 +fi5.0 -80.0 +65.0 -80.0 N z� aeo0 X Q' EquaHRe 25.777 +65.0 480.0 +65.0 •oo.o +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 430.0 0 F N Z Custarn Size 24.131-25.776 +65.0 -W.0 +65.0 -80.0 +65.0 480.0 +65,0 430.0 +65.0 480.0 +65.0 480.0 +65.0 .80.0 +65.0 -80.0 0 J O n y W O o Standard Pro iew 20.644-24.130 +85.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 AO.D +65.0 430.0 LL O Z O ms ti 50-Sr8" Custom Size 20.131-20.843 +660 430.0 +65.0 -60.0 +65.0 480.0 +65.0 480.0 +65.0 430.0 +65.0 430.0 +65,0 480.0 +65.0 -60.0 =W `- ' - T r Cistern Size 18.131-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 480.0 +65.0 480.0 +65.0 480.0 W U J u.uoip oN Custm Size 16.131-18.130 +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 430.0 +65.0 430.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 H--W r, Q OMo Custom Size 14.131-16.130 +65.0 •80.0 +65.0 •60.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 > �, w co Shortest 12.464-14.130 +65.0 430.0 +65,0 -80.0 +65,0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 A0.0 +65.0 430.0 +65,0 480.0 Z ,� Z Equal-lite 31.964 +65.0 4;0.0 +65,0 480.0 +65.0 -80.0 +65.0 480.0 +65.0 480.0 +55.0 480.0 +65.0 -80.0 +65.0 -80.0 (0 Custom Size 28.131-31.963 +65.0 430.0 +85.0 4�.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +85.0 X0.0 +65.0 430.0 +65.0 430.0 Z LL Standard PrWew 25.794-28.138 +65.0 -80.0 +6s.o 480.0 +65.0 480.0 +65.0 480.0 +65.0 480.0 +65.0 430.0 +65,0 AO.D +65.0 -80.0 0 Custom Size 24.131-25.793 +65.0 480.0 +65.0 -80.0 +65.0 430.0 +65.0 -60.0 +65.0 -80.0r+65.0 430.0 +65.0 480.0 +65.0 -80.0 63" Cutom Size 22.131-24.130 +65.0 -80.0 +65.0 480.0 +65,0 480.0 +660 480.0 +65.0 -80.0 -80.0 +65.0 480.0 +65.0 -80.0 ® JCustom Size 20.131-22.130 +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65,0 430.0 +65.0 430.0 480.0 +65.0 430.0 +65,0 -78.0 # ZCustom Size 18.131-20.130 +65.0 480.0 +65.0 480.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 430.0 +65.0 480.0 +65,0 -75.8Custatn Size 18.131-16.130 +65.0 •80.0 +65.0 430.0 x65.0 430.0 +65.0 430.0 +65.0 430.0 -80.0 +65.0 430.0 +65.0 -73.8 Shortest 13.194' 16.130 +86.0 430,0 +65.0 430.0 +65.0 -80.0 +65.0 .80,0 +65.0 -80.0 430.0 +650 -777 +650 •710 p � J pEqual-lite 38.464 +65.0 -80.0 +65,0 480.0 +65.0 480.0 +65.0 -80.0 +65.0 430.0 -80.0 +65,0 -80.0 +65.0 480.0ZCosten Size 38.131-38.463 +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 430.0 +65.0 430.0 430,0 +65.0 430.0 +65.0 -80.0 ¢ ~ 2 Custom Size 34.131-36.130 +65.0 430.0 +65.0 480.0 +65.0 480.0 +65.0 430.0 +65.0 -80.0 +65.0 1 480.0 1+65.0 480.0 +65,0 -79.1 U J D- to 76" Standard Prrriew 30.994-34.130 +65.0 430.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 465.0 -800 +65,0 480.0 +65.0 480.0 +65,0 -75.8 Q 0 a111 -a0 sa1a5 Custom Size 30.131•30.993 +65.0 480.0 +65.0 430.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65,0 -80.0 +65,0 480.0 +65.0 -74.6 Custom Size 28.131-30.130 +65.0 430.0 +65.0 430.0 +65.0 430.0 +65.0 430.0 +65.0 430.0 +65.0 430.0 +65,0 430.0 +65,0 -72.7 ``\\\ // Shortest 28.194•-28.130 +65.0 -0CI.D +65.0 430.0 +65.0 430.0 +65.0 •80.0 +85.0 430.0 +65.0 -80.D +65,0 -T7.7 +65.0 -71.0 �� tJY LY►JN 7 o.......... M '% Equal-lite 42464 x65.0 430.0 +85.0 430.0 +65,0 430.0 +65.0 -80.0 +85.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65,0 •79.1 . 84" Custom Size 38.131-42.463 +65.0 480.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +85.0 4;0.0 +65,0 -80.0 +65.0 480,0 +65.0 -74.8 `��•.• \CENSE•••����� Standard Prrniew 34.184'•36.130 +65.0 -60.0 +85.0 480.0 +65.0 -80.0 +65.0 A0.0 +65.0 -80.0 +65,0 430.0 +65.0 •77.7 +65.0 •71.0 No,58705 -M INIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 `*• *- MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 �O•. �: MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 ST TE F 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. pN=ANNEALED 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 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.058705 TABLE 4: TABLE 5: Design Pressure(lbsfft2)for Glass Types 4.7 ( 5118"NOM. Design Pressure forGlass T pes 8.16 3116°AN GLASS 3116"HS GLASS GLASS STACK Bottom Sash np To Tp .090'SG-]R- .090"SG gotora Sash TiP To Tp Sean a(InHeight Width 3118'AQJ GLASS 3N6"H GLASS Sash Height il6'HS GLASS Descdp6on 30 30 Del c Rar Width .090'PVB Range QN Range(in) for Given Range 53-1IB' 28 28 for GlTen Range 53-118' 1/8"H GLASS 30 24" EquaHite 12466 +60.0 -110.0 12"NOM. 12"NOM. 26 24' EquaHite 1246q +65.0 430.0 GLASS BITE GLASS SITE EquaH'de 15.964 +65.0 430.0 12"NOM. Equal4ite 15.984 +80.0 -110.0 E7rTERIOR EXTERIOR 31' Standard ProNf w 12994-15.983 +65.0 +30.0 GLASS BITE 31" Sha Shortrdard Pttiew IZ464-15.983 +80.0 •110.0 Stalest 12.464-12993 +65.0 430.0 EXTERIOR Shortest 12464-12993 +60.0 -110.0 74 74 EquaHite 19.652 +60.0 -110.0 34 34 4PP��ztl comPlycDg1+11b rBa Equd P o 18.652 +65.0 430.0 70. Standard Proim 15.944-19.651 +60.0 -110.0 GLASS TYPE 8 GLASS TYPE 9 -D B/SLding e Standard Pro37ew 15.844-19.651 +85.0 -80.0 3&319" Cestom Size 15.131-15.943 +65.0 430.0 34 GLASS TYPE 4 39x'8" Custom Size 15.131-16.943 +80.0 •110.0 I Hppq Custom Size 14,131-15.130 +65.0 430.0 Custom Size 14.131-15.130 +60.0 -110.0 f~ 13/16°NOM. J I_ 13(16"NOM. b �page P�M tial Shortest 12484-14.130 +65.0 430.0 Shortest 12464-14.130 +80.0 -110.0 GLASSSTACK 'I rGLASS STACK l� 7118'NOM. Equel4ite 22964 +80.0 -110.0 AIRSPACE .090°SG AIRSPACE .090"SG EquaHBe 22964 +85.0 430.0 I GLASS STACK Custom Size 2D.131-22883 +65.0 430.0 Custom Size 20.131-22963 +80.0 -110.0 116°AN 1/8"HS GLASS 1/8"AN GLASS 3116°AN GLASS 3116'AN GLASS Standard Prodew 18.594-20.190 +8D.0 -110.0 31 31 Standard Ptdew 18.594-20.130 +65.0 430.0 .090"PVB 74 74 45" Custom Size 16.731-19.693 +85.0 430.0 30 3/i6" GLASS 4S' C.ustot Size 18.131 218.593 +80.0 -110.0 Custom Size 75.131-16.130 +85.0 .80.0 Custom Size 16.131-18.130 +60,0 -110.0 �R 5 12"NOM. &R 12"NOM. N 27 GLASS BITE EJ(TERIOR GLASS BITE Custom Size 14.131•15.130 +85.0 430.0 12'NOM. Custom Size 14.131-15.130 +80.0 -110.0 E%TERIo •� Shortest 12464-14.130 +65.0 -80.0 EXTERIOR GLASS BITE Shortest 12484-14.130 +80.0 -110.0 EquaHite 24.964 +85.0 -80.0 Equal4ite 24.964 +80.0 -110.0 7x79 70-73 Cestan Size 22.131-24.963 +85.0 430.0 r 74 Custom Size 22.131-24.983 +60.0 -110.0 ®OR ®OR 5 Standard Plaiew 20.194-22130 +80.0 -110.0 GLASS TYPE 70 GLASS TYPE 11 Standard Sinew 2e.194-22130 +85.0 -80.0 34 IlJ 49' Cestan Size 18.131•20.193 +95.0 430.0 GLASS TYPE 5 49" Costen Size 16.131-20.193 +BO.D -110.0 ` Cusiao Size 78.131•18.130 +80.0 -110.0 7 Custom Size 18.137-18.130 +85.0 -80.0 GLASS NOM. II-- GLASS NOM. w O 'I'd Custom size 14.131-18.130 +85.0 430.0 13118°NOM. Custom Size 14.131-16.130 +80.0 -110.0 !'� GLASS STACK GLASS STACK � a g N ..�.1 Shortest 12464-14.130 +60.0 -110.0 ,090"SG •090"SG 1n �n .. Shortest 12.484-14.130 +65.0 43D.0 I GLASS STACK AIRSPACE AIRSPACE. LD I" oo a1o0 O EquaHite 25.777 +60.0 -110.0 Q •g Equal4lte 25.777 +660 430.0 .090'PVB s 118"TP GLASS 118"TP GLASS 0 N s h U) Z _ 118"HS GLASS 3/18"AN GLASS a' 3116"ANG } Size 24.131-25.776 +80.0 -710.0 31 74 31 74 O Z Custom Size 24.131-25.778 +85.0 •80.0 n M ~� � O F Standard Prodew 20.844-24.130 +65.0 430.0 AN GLASS S Standard Ptihew 20.844.24.130 +80.0 -110.0 O_j C) dy W O 31 F �8" Custom Size 2D.131-20.843 +80.0 -110.0 Cl.. 12'NOM. =LL 0 ' n Custom size 20.131-20.843 +fi5.0 430.0 7d ft OR 5 VJ o F 565!8" Custom Size 18.131•20.130rj +65.0 -80,0 ® Custom Size 18.131-20.130 +80.0 -110.0 GLASS BITE GLASS BITErz OR 5 12'NOM. Custom Size 16.131•18.130 +BO.D -110.0 E%1ERIOR EXTERIOR W Z F Q J uMo�p Custom Size 16.131-18.13D +65.0 430.0 �yT�p��R (� Z M Custom Size 14.131-16.130 +65.0 -60.0 GLASS BETE Cestan Size 14.131-16.130 +80.0 •110.0 `T- O W c7 Q JMO Shortest 12.484-14.130 +65.0 -80.0 Shortest 12.460.14,130 +60.0 •110.0 ®� 5 7473 @IR a 70.73 C 7 N Equsl4me 31.964 +65.0 -80.0 7473 EquaHIte 31.964 +80.0 -110.0 GLASS TYPE 12 GLASS TYPE 13 r Z ... Z Custom Size 28.131-31.963 +85.0 430.0 ®OR 5 Custom Siza 28.131-31.963 +80.0 -110.0 GLASS TYPES Standard PTrniew 25.794-28.130 +80,1) -110.D Z LL Standard Prauew 2G.794-28.130 +65.0 430.0 Custom Size 24.131-25.793 +65.0 430.0 Custom Size 24.131-25.783 +60.0 -110.0 fir- GLASS 13/16"NOM. LGLAS13116"S NOM. B3" Custom Size 22131-24.130 +65.0 -80,0. 13116'NOM. 63" Cestan Size 22.131-24.730 +80.0 -110.0 1 GLASS STACK I GLA6s STACK 2 V .090"SG .090"SG ® cm,1 W Custom Size 20.131-22130 +65.0 43D.0 f~GLASS STACK Custom Size 20.131•22130 +80.0 -110.0 AIRSPACE AIRSPACE °f -4 .090"PVB Custom Size 18.191-20.730 +60.0 -710.0 3116"AN GLA 3116'TP GLASS Custom Size 18.131-20.130 +65.0 -80.0 AIRSPACE 1/8"HS GLASS 1/8°HS GLASS Z 1aay5 Custom Size 18.131-13.130 +65.0 -80.0 3/18°TP GLASS 18'AN GLASS Custom Size 18.131-18.130 +80.0 -110.0 31 74 31 74 rA Shortest 13.194'-16.130 +65.0 -80.0 Shortest 13.194'-16.130 +80.0 -110.0 < 31 EquaHite 39.464 +80.0 -110.0 OR 5B OR 5 LL W 70. ® 12'NOM. ® 12"NOM. O o EquaHite 38.461 +85.0 -80.0 Cestan Size 39.131•38.463 +65.0 430.0 ®0.R 5 12'NOM. Custom size 36.731•38.483 +80.0 -110.0 GLASS GLASS BITE EXTERIOR GLASS BRE F Z CO Custom Size 34.131-36.130 +65.0 -60.0 EXTERIOR GLASS BITE Custom Size 34.131.38.130 +80.0 a lY g Q = 76' Standard Pradew 30.994-34.130 +85.0 430.0 78" Standard ProNew 30.994-34.130 +80.0 -110.0 Y' J 0. UJ Custom Size 30.131-30.983 +80.0 -110.0 70-73 �^e 7473 Q Custom size 30.131-30.1393 +65.0 430.0 OR 5 ®OR Custom size 28.131-30.130 +85.0 •80.0 7473 Custom Size 28.131-30.130 +80.D -110.0 GLASS TYPE 14 GLASS TYPE 15 0.13!1ase0 saua5 5®OR 5 Shortest 26.194•-28.130 +65.0 430.0 GLASS TYPE Shortest 28.194•-28.130 +80.0 -110.0 ``7 EquaHite 42464 +65.0 430.0 Equal4lte 42.484 +80.0 •110.0 \\` NY LYNN SO Custom SIZe 38.131-42.483 +i() 410.0 84° Custom Slze 38.131.42483 +80.0 -170.0 `\\ .••""••. SlerXlaN Prrniew 34.184'-38.130 +85.0 •80.0 Stendaml Pro4e.1 34.194'-38.130 +8D.0 -110.0 '<� 'L,IOENSF•��(��% •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 *: No.58705 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TTP HEIGHT.49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 p � (V�� �i��(C\s'•.;et GRID P,.•'G�C�\\ 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. S�0NAL 1�N`�\\ 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.03 58705 TABLE 6: Anchor Quantities Required for Tip to Tip Width "Through-Frame"Installation 18" 1., 33° 37- 41" 11 45" 49" 53-1I8" usln Glass s1-7 Jamb Jamb Jamh Jamb Jamb Jamb Jamb Jamb K m ` C fY ii;` K K v K K K K K K K K fC Bottom Sash Sash Height g g 2 -A m M Description Range(n) �' i > _ '6 s 6- Sash br Chen Range ¢ m ¢ m ¢ m Q m m to ¢ m ¢ m TABLE 6B: 24" Equal-lite 12464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Glass Description(Listed from Exterior to Interior) EqueHite 15.969 1 2 1 1 2 1 1 2 1 1 212 1 2 2 1 2 2 1 2 2 1 2 2 Type 4pprosed utomplylagwi111it. 31" Standard Proview 12994-15.953 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 1/8"AN,.090"PVB,1/8"AN Florid R1uldingC Shortest 12464-12.993 2 2 1 2 2 1 2 2 1 2 212 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 Deo 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"LIG:1/8"TP CAP,AIRSPACE,118"AN,.D90"PVB,1/8"AN ldiva Dade duct nnol Standard PmVew 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 4 118"HS,.090"PVB,1/8"HS 38318" Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 1 2 212 2 2 2 2 2 2 2 2 2 2 2 2 5 3116"AN,.090"PVB,3116"AN Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 212 2 2 2 2 2 2 2 2 2 2 2 2 6 13116"UG:3/16"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN Shortest 12464-14.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 13/16"LIG:3116"TP CAP,AIRSPACE,1/8"AN,.090"PVB,118"AN Equal-lite 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 20.131-22.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 Standard Prmh- 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 46^ Custom Size 16.131.18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 15.131.18.130 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 12464.14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 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 Itl z W Custom Size 22131-24.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 w O nab Standard Prouew 20.194-22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 O 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 2 2 Y ti l00 0 Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 113 2 2 3 2 2 3 2 2 3 2 2 3 2 2 O N z w a w Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 vr)) w CO Z J �zm Z Z Shortest 12464.14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 0 LL p m W O E ualaits 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 Z 1fl _ n Custom Size 24.131-25.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 ..i r VU o Standard Prime. 20.644-24.130 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 �� Q 0 0 B, 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 p) ^ ♦- F 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. fA Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 212 3 2 2 3 2 2 3 2 2 3 2 2 Z c0i ? lL 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 Shortest 12464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Q LL Equal4ite 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 ® N LU Standard Preview 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 # Ur 1-- Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z_ Z Iaa45 63^ Custom Size 22.131.24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 �j 0) Custom Size 20.131-22130 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 ? QO 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 Custom Siza 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 ~ = r Shortest 13.184--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 Z SE Equal-lite 38.464 3 3 1 3 3 1 3 3 1 3 3 2 SE 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 apt �sa0 saua5 Custom Size 34.131-36.130 3 3 1 3 3 1 3 3 1 3 1 3 2 3 3 2 3 3 2 3 3 2 3 3 2 78' Standard Prrn(ew 30.994-34.130 3 3 1 3 3 1 3 31 1 131 3 2 3 13 2 3 31 2 3 3 2 3 31 2 \1111 I I I 1 h 1/117' Custom Size 30.131-30.893 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 \\� y LYNA( \ ON........, 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 \ 't�••'�10ENSF''•�� 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 (C Equal-lite 42464 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, '••� SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE _*:• N0.58705 84' Custom Size 36131-42.463 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 PmWew 34.194'-38.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 {,/L •MINIMUM SASH HEIGHT FOR FLANGED WINDOWB IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 %�O�•., A OF •I- 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(pRIOP,.•'•�C�� MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FR WITHIN. �i S •••. CJ\` 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN /11�NAL.0, \\\ PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A LYNN MILLER,P.E. P.E.#58705 TABLE 7: Anchor Quantities Required for Tip torp Wath "Through-Frame"Installation 18" zs 1 33^ 1 37" 1 41" 45" 49" 53.118' usinn Glass T eS 8-15 J Jamb Jamb Jamb Jamb Jamb Jamb Jamb mo: o: m eo: ma: M 1 w':SeshggggS' g CnIX on S Hetgttt oRange Tor Given Rang. Tm ¢ m ¢ m m ¢ to m ¢ m TABLE 78: 24' Equal-Iite 12.464 1 12 1 1 2 1 1 1 2 1 1 2 2 1 21 2 1 2 2 12 2 1 2 2 Glass Equalaite 15.994 1 2 1 1 2 1 1 2 1 1 2 2 1 21 21 2 2 71 2 2 1 2 2 TYPe Description(Listed from Exterior to Interior) a pployB Ltin�{ yww0f' 31' Standard Prodew 12994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 212 2 3 2 2 2 B 3116"AN,.090"SG,3/16"AN Pau �i Shortest 12464-12.993 2 2 1 2 2 1.2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ?NIAf/ Equal-lite 19.652 2 2 1 2 2 1 2 2_IT 2 2 2 2 2 2 2 2 2 2 2 2 2 2 9 3116"HS,.090"SG,3116"HS UBasl ePloduct Cert Standard Proriew 15.944-19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 10 13/16"LIG:118"AN CAP,AIRSPACE,1/6"HS,.090"SG,1/8"HS 38.118" 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:118"AN-CAP,AIRSPACE,3/16"AN,.090"SG,3116"AN j- Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 13116"LIG:1/8"TP CAP,AIRSPACE,118"H5,.090"SG,1/8"HS Shortest 12464-14.130 2 2 1 2 2 1 2 2 1 z 2 z 7-2 2 2 2 2 2 1212 2 2 z 13 13/16"UG:118"TP CAP,AIRSPACE,3116'AN,.090"SG,3/16"AN EqualAte 22.964 2 2 1 2 2 1 212 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 14 13115'LIG:3/16"AN CAP,AIRSPACE, 1/8"HS,.090"SG,1/8"HS Custom Size 20.131-22983 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:3/16"TP CAP,AIRSPACE, 118"HS,.090"SG,1/6"HS Stendanl PrWew 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 7 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 o, Custom Size 15.131-18.130 2 2 7 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Custom Sae 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2--3 Shortest 12464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 cc Y Equal-lite 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 W Custom Size 22131-24.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2121 3 2 1 O •nay Standard Proview 20.194-22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2121 3 3 p R O to 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�oni Z aloe 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 O C ?m Z 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 LL C) o W O .. Shortest 12464-14.130 3 2 7 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 m a Equal-lite 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 =W a JS = Custom Size 24.131-25.776 2 2 1 2 2 1 2 2 7 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 W O to ®� _I umap o Standard Prmlew 20.844-24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 F W ^ Q 9h10 9 Custom Sae 20.131-20.843 2 2 1 2 2 1 2 2 1 2 2 212 2 2 2 2 2 2 2 2 2 3 3 O 1- F 50-5l6" 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�j Z Custom Sae 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 212 3 2 3 3 2 3 t2 00 W Custom Sae 14.131-18.130 3 2 1 3 2 1 3 2 7 3 2 2 3 2 2 3 2 2 3 2 3 3 2 5 O 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 Q O Equal-lite 31.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 3 m = O Custom Sae 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 Standen!PrrnAew 25.794-28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 m J 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 Q laagS 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 Z) 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 QO Custom Sae 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 Z O O Custom Sae 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 Shortest 13.794'-16.130 4 2 1 4 2 1 4 2 114 2 2 4 2 2 4 2 2 4 2 3 4 2 3 co J Z (1) Equal-lite 38.464 3 3 1 3 3 1 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 Q Q Custom Sae 38.131-38.463 3 3 1 1 3 3 1 1 9 3 7 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 spy rosa0 saya5 Custom Size 34.131-36.130 3 3 1 1 3 3 1 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 76" Standard PmNew 30.994-34.130 3 3 1 3 31 1 3 3 1 3 1 3 2 3 3 2 3 3 1 21 3 4 3 4 4 3 ``11 h i l l 1111'1 Custom Size 30.131-30.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 4 3 3 4 4 3 �.``aNY LYNJV Custom Size 28.137-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 4 3 3 4 4 3 \x .......... Shortest 2&194'-28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 3 2 4 3 2 4 3 3 4 3 3 `��'C,•'�,tCENSF'••��� 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, Equ8l4ite 42484 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 3 3 5 3 1 Q: •'.� ea Cullom size 38.731-a24e3 3 4 1 3 4 1 3 a 1 3 4 2 3 a 2 3 a 2 4 a 3 4 5 3 SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE No.58705 Standard Prmlew 34.194'-36.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 4 2 4 4 3 4 4 3 WINDOW SIZE. "MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SIZE. MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEO WINDOWS IS:BUCK HEIGHT-48.381 3 FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE "��•' Sf �[/ 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. ;°LORIOP,.NG\�� 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGNj 0NAL E�0 PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A L'V914 MILL P.E P.E.#58705 INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 STALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX EDGE DISTANCE DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETEICMU. OPTION 1 — ----- SEE NOTE 2,THIS SHEET. ANCHORED THROUGH f"' T � F BEDMENT EMBEDMENT FRAME INTO 2X WOOD 1l4"MAX SHIM 1/4"MAX SHIM �— FRAME OR BUCKSTRIP. I ° SEE NOTE 2,THIS SHEET. ( EMBED- I ,y SASH VISIBLE 17 ° MENT ED u I LIGHT WIDTH EDGE 11-1•- DISTANCE Eb id >�sc°mpidc wltm Om DIST E � }Ts 9ding Cods tf4'MAX SHIM 1B Xf7AL' �f+q• 2D18 FIXEDVISIBLE Dahill " tnl Dxdt Product atf�I f L �I 1 SEE TABLLIGHTWIDTH E I , NOTE B,FOR 30 18 HEAD TYPE I �T(�........... FIXED TYP.ANCHOR TYPE, 44 ° EMBEDMENTAND VISIBLE EDGE DISTANCE PER LIGHT SUBSTRATE,SEE 31 5 R@ HEIGHT TABLE 8. I TIP TO TIP WIDTH - TYP.ANCHOR TYPE, 32 EMBEDMENTAND ti m `L EXTERIOR EDGE DISTANCE PER W z DJ 45 TYP.ANCHOR TYPE, HORIZONTAL SECTION A-A SUBSTRATE,SEE w onaa EMBEDMENT AND EDGE 15 K DISTANCE PER SUBSTRATE, TABLE 8. � � � N 14 SEE TABLE 8. --�•{ 114°MAX.SHIM 6 N slop O VISIBLE LIGHT FORMULAS: DADE APPROVED MULLION,FBC OJ A Z 46 55 (SHOWN FOR HI-RISE SILL;SEE J p o_u, Z o COMPLIANT ALUMINUMISTEEL FRAMING O 43 OR STEEL STUD.MAY BE VERTICAL OR SHEET 9 FOR STANDARD SILL) Z D. m LU Or TO 13 HORI20NTAL.SEE SUBSTRATE WIDTH U' TIP B3 USE EITHER 1 PROPERTIES,TABLE 8. (�SASH 8 FIXED LITE:TIP TO TIP WIDTH-5.12" Z Co 'aN HEIGHT SWEEP LATCH @ U1 ¢ 9Mo MIDSPAN OR 2 HEIGHT(EQUAL-LITE) > BOTTOM LOCKS TIP TO TIP HEIGHT2-3.73" Z Z INSTALLATION SASH HEIGHT(PROVIEW) VISIBLE OPTION @FIXED LITE:TIP TO TIP HEIGHT2+3.78" j LL O LIGHT ANCHORED THROUGH @SASH:TIP TO TIP HEIGHT2.11.93" $ 2 Z n HEIGHT FRAME INTO METAL HEIGHT(CUSTOM SASH) 0 S1 (J9 0 @FIXED LITE:TIP TO TIP HEIGHT-SASH HEIGHT-3.55" Z U (nays @SASH:SASH HEIGHT-4.60" N W EXTERIOR TABLE 8: ua. X a33 Anchor Substrate Mn.Edge Min.Embedment NOTES: � Z � 10 Distance , 2 Z 15 P.T.Southern Pine(S(3=0.55) 9/16" 1-3/8" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON v J g (0 OPTIONAL HI-RISE #12 Steel, TABLES.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q LL 42 SILL SHOWN.SEE 18-8 or 410 Aluminum,6063-T5 min. 3/8" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF La1J:1 asap sauas 1"WEEP SHEET 10 FOR A36 Steel 3/8" 0.063" THEWINDOW. WDOW' NOTCHAT STANDARD SILL. SS Screw 11111111//� EACH END Steel Stud,Gr.33 min. 3/8" 0.045" 18 Ga 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE ��`QNY LYNN 114"MAX. IL ALL WOOD BUCKS LESS THAN 1-12"THICKARE TO BE SHIM Concrete(min.3.35 ksi) 1" 1-3/4" CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL `\ •'v\GENS• 1/4"410 SS Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS ' CreteFleX DEPICTED AS 2X ARE 1-12 THICK OR GREATER.1X AND 2X BUCKS NO.58705 P.T.Southern Pine SG=0.55) 1" 1-3/8" (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER / : 1F NOANCHORS ° Concrete(min.2.85 ksi) V 1-318" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND u REQUIRED IN ° 1/4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR 6 ,FLA " Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" ARCHITECT OF RECORD. ' 1/ I� 4NGEOR �41 EQUAL-LEG Ultracon P.T.Southern Pine SG=0.55) V 1-318" �O�•., F A of P,.•' FRAME SILLS A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS �i(cS'•'•.�ORID G\`�� • ° B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PANIHEXIFLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. "17,,S1ONAL EN\`\ VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. I'llI11111\\` C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,P.E. P.E#58705 INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX EDGE DISTANCE DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 _ -__-__ SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH r T EMBEDMENT FRAME INTO 2X WOOD 1 1/4"MAX SHIM 1/4"MAX SHIM FRAME OR BUCKSTRIP. J- SEE NOTE 2,THIS SHEET. EMBED- l SASH VISIBLE 17 ° EDGE MENT EDGE „ LIGHT WIDTH DISTANCE gDti R�� ft � �1 DISTANCE A ° Im 1/4"MAX SHIM rkrLIXG NOAH ED VISIBLE /n� _ ■I D 27 1w, WIDTH ISEE TABLENOTE B,FOR 30 HEAD TYPE FIXEDYP.ANCHOR TYPE, 44 < VISIBLE EMBEDMENITAND . EDGE DISTANCE PER q LIGHT SUBSTRATE,SEE HEIGHT TABLES. I' R 5B 6 BUCKWIDTH -I TYP.ANCHO\TYPE, 32 EMBEDME6EXTERIOR EDGE DISTANW z 45 TYP.ANCHORTYPE, HORIZONTAL SECTION A-A SUBSTRATE,SEE W w o O Baa EMBEDMENT AND EDGE � [Y DISTANCE PER SUBSTRATE, TABLES. O (S U) .-- 14 SEE TABLE 8. /a" N i aloa 0 O Ovj �{ 1MAX.SHIM VISIBLE LIGHT FORMULAS: y u, CO) 46 55 (SHOWN FOR HI-RISE SILL;SEE p m Z o SHEET 9 FOR STANDARD SILL) Z LLL m a,!E 2 LUn 43 13 DADE APPROVED MULLION,FBC WIDTH U U d o� v u fou n BUCK COMPLIANT ALUMINUM/STEEL FRAMING M a HEIGHT 63 USE EITHER 1 OR STEEL STUD.MAY BE VERTICAL OR @SASH&FIXED LITE:BUCK WIDTH-4.12" FW-Z a 0 J 9 N0 SWEEP LATCH @ HORIZONTAL.SEE SUBSTRATE o W "' - Q MIDSPAN OR 2 HEIGHT(EQUAL-LITE) n r PROPERTIES,TABLE B. p a (j BOTTOM LOCKS BUCK HEIGHT2-3.23" Z 0 Z _ SASH INSTALLATION HEIGHT(PROVIEW) LL VISIBLEVISIBLE EQUAL OPTION 4 @FIXED LITE:BUCK HEIGHT2 t 4.28" j Z O LIGHT LEGIBOX ANCHORED THROUGH @SASH:BUCK HEIGHT/2-11.43", 2 Co i HEIGHT FRAME FRAME INTO METAL ® N W SHOWN HEIGHT(CUSTOM SASH) W @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" Z laays @SASH:SASH HEIGHT-4.60" y X EXTERIOR TABLE 8: 0 W o 12 33 Anchor Substrate Min. listancee Min.Embedme' NOTES: W ¢ I; 15 P.T.Southern Pine(SG--0.55) 9H6" 1-318" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON v J � (0 OPTIONAL HI-RISE #12 Steel, TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q W 42 SILL SHOWN.SEE 18-8 or 410 Aluminum,6063-T5 min. 3/8" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF arl!1 '�sao sauas 1"WEEP SHEET 10 FOR A36 Steel3/8" 0.063" THE WINDOW. NOTCHAT STANDARDSILL. SS Screw �1111I1!/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 ��`Day LYNN 1/4"MAX• S.ALL WOOD BUCKS LESS THAN 1-12°THICK ARE TO BE 1` _ SHIM Concrete(min.3.35 ksi) 1" 1-3/4" ""•• 21j �� 1/4"410 SS CONSIDERED IX INSTALLATIONS.1%WOOD BUCKS ARE OPTIONAL ��.•' \ICENgF'•,�� Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS Q CreteFlex P.T.Southern Pine SG=0.55) V1-3t8!' DEPICTED AS 2X ARE 1-12"THICK OR GREATER.1X AND 2X BUCKS No.56705 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 � Q' FLANGE OR .• DT Ultracon Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" ARCHITECT OF RECORD. '� V •[(/�� EQUAL-LEG ° P.T.Southern Pine SG=0.55 1" 1-3/8" Oma•. s FRAME SILLS 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS CC ''•�(OR1OP,.•'•C� • •' • ' ° A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAN/HEX/FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. X77/s�ONAL VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. ///1111111\\ C)"UNGROUTED CMU-VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,RE 11 P.E.#58705 INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE EDGE DISTANCE DISTANCE EMBEDMENT O EDGE O DISTANCE 1/4"MAX SHIM 1/4"MAX SHIM 5 SASH VISIBLE 17 -npbnwltb Ula LIGHT WIDTH EMBEDMENT Ode a t(QAi' 19 27 1114"MAX EMBEDMENT FIXED VISIBLE �( 2 SHIM I LIGHT WIDTH I z— 30 18 TYP.ANCHOR !TYPE, FIXED EM8EDMENT AND EDGE DISTANCE PER SUBSTRATE, ° VISIBLE SEE TABLE 9. 44 - LIGHT AR HEIGHT I 31 5 R@ 5 BUCK WIDTH 32 ( TYP.ANCHORTYPE, W z y HORIZONTAL SECTION C-C EMBEDMENT AND EDGE 45 DISTANCE PER SUBSTRATE,SEE u, 0 TABLE 9.(NAIL SHOWN) O u to DARE APPROVED MULLION,FBC � �� a "- COMPLIANT ALUMINUMISTEEL FRAMING >- O n o +°0 0 a' 14 1/4"MAX.SHIM —�{ OR STEEL STUD.MAY BE VERTICAL OR O N g" O HORIZONTAL.SEE SUBSTRATE O p a Z o 43 PROPERTIES,TABLE 9. VISIBLE LIGHT FORMULAS: zLL coo m o (SHOWN FOR STANDARD SILL:SEE =W .0 Z& erg I` BUCK 13 SHEETS 7 OR 8 FOR HI-RISE SILL) W V 20 ° HEIGHT USE EITHER 1 I-Z N SWEEP LATCHQ #f00R#125TEEL WIDTH o W �a Q pmo MIDSPAN OR 2 46 55 SELF-DRILLING @ SASH 8 FIXED LITE:BUCK WIDTH-4.12" p> 'a y BOTTOM LOCKS SMS(G5),SEE TABLE 9. .-Z Z HEIGHT(EQUAL-LITE) SASH BUCK HEIGHTl2-3.23" Z O LL O VISIBLE INSTALLATION =) ~- LIGHT HEIGHT(PROVIEW) rn = U O) HEIGHT OPTION 7 @FIXED LITE:BUCK HEIGHT12+428" LU LU ANCHORED THROUGH @SASH:BUCK HEIGHT/2-11.43" � C7 INTEGRAL FIN INTO METAL Z Z 1aa is HEIGHT(CUSTOM SASH) U) LL @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" EXTERIOR 16 STANDARD S OWN.SEE L QSASH:SASH HEIGHT-4.60" p Z S 33 PREVIOUS SHEET 42 8 FOR OPTIONAL v j W S 1" WEEP HI-RISESILL Q rn NOTCH AT aq1 rosap saua5 EACH END TABLE 9: 1/4•MA% Min.Edge Min. NOTES: SHIM Anchor Substrate Distance Embedment 1)USE ONLY SUBSTRATE-APPROPRIATE �` Y LYNN TT 2-1/2"X.113"Box Nall P.T.Southern Pine(SG=0.55) 5116" 2.438 ANCHORS LISTED ON TABLE 9.FOLLOW ;`�X,�� ..........jpENgF M��( 2-112"x.131"Common Nail P.T.Southern Pine(SG=0.55) 318" 2.438 EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q�,• •.((`� INSTALLATION OPTION SHOWN MAY BE USED 2-1/2"x.145'Roofing Nail P.T.Southern Pine(SG=0.55) 318" 2.438 ON ANY SIDE OFTHE WINDOW. -*: No.58705 TYP.ANCHOR TYPE, 2-1/2"x.145"Roofing Nail P.T.Southern Pine SG=0.5 3/8" 2.438 ' EMBEDMENT AND EDGE EDGE DISTANCE 9 ( 5) 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO -O ; DISTANCE PER SUBSTRATE, _� P.T.Southern Pine(SG=0.55) 112" 1.375 REFERRED TO AS DAYLIGHT OPENING)IS �J ��(V` SEE TABLE 9. #10 Steel Truss Screw o (SCREW SHOWN '~I EMBEDMENT 0.125"Aluminum,6083.75 min. 5118" 0.125 MEASURED FROM BEADING TO BEADING. O••,• ST E ((/ #12 Steel,Screw 410 SS 0.050"A36 Steel 5/16" 0.05 ��(� '•F<ORIOP.••' \�� VERTICAL SECTION D-D 0.045"(18 Ga)Steel Stud,Gr.33 min. 5/16" 0.045 �'Ss70NAL 1��G� A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. A.LYNN MILLER,P.E. P.E.#58705 2.560" 3.185" 2.060" -� 2.848" 2.848' T T f� .062" 1.125• 2.848" .062" .062' .062•, 2,112" I 7 2.724° 2.724" 2.724" 1.489" tPprove@ ns complying wiw ttr" Fl.987" -+{ 1.125 Dots B�eWinB fl .062" .062" .062° t Date 7Rha1 Lra@e Fro@pct O FLANGE FRAME HEAD O INTEGRAL FIN FRAME O EQUAL LEG FRAME HEAD 4O FLANGE FRAME JAMB O INTEGRAL FIN FRAME O EQUAL LEG FRAME JAMB '- JAMB 2.798" -------- 2.798' 2.798" -------- c 2.798° 2.798" 2.798" 00 W = 3.008" ` I 2.841" 3.466' 2.341" 3.508" 4.133" w O .nab .062° .067' .062" .062" .082" .062" O 04 Z a7o0 LLO, Q' _a O 0 L~7 lC z Z Lr- Lp O LL O 6 y W O Z L' Q °°rs g •� r - Ul 1.125" 1.125" O U d ®a v a�o� n FLANGE FRAME SILL EQUAL LEG FRAME W- co ...-t " a O7 FLANGE FRAME SILL eO EQUAL LEG FRAME SILL to HI-RISE 12 SILL HI-RISE F- LU u Q pn+o Oe INTEGRAL FIN FRAME SILL 71 INTEGRAL FIN FRAME o Z Z 2.273" --� O SILL-HI-RISE T O LL 1.300" .120° 2273" Z .170°� SILICONE �a = O HOT-MELT BUTYL STRUCTURAL ® N W POLYISOBUTYLENE 114'NOM. STRUCTURAL 3116"NOM. x � 2.772" T} yytT}1 SILICONE Z 1aa4S 2.211" 2.105" .062" f DESICCANT FOAM WITH co Z 2.150° 062" 1235° DESICCANT 0 O Q I h- .062" EXT.GLASS O Z y o EXT.GLASS ,�, _ I --� 1.300" �-- INT.GLASS INT.GLASS rJ J O .062" 1.300" 1.300" SASH BOTTOM RAIL- 70 KODISPACE 4SG TPS 71 SUPER SPACER®NXT alley asap saua5 fa SASH TOP RAIL f4 FIXED MEETING RAIL fs to HI-RISE SASH BOTTOM RAIL f7 SASH SIDE RAIL 1111111111//1 ALUMINUM DESICCANTFILL LYNN Q ,.. . POLYISOBUTYLENE 1 " �J REINFORCEMENT SEAL 5/16"NOM. Q�:• 1'f SF ':��� 1.522" •827° •040° I --�,634° .465" ---�-I .617" .498° SILICONE SEAL No.58705 - ROLL-FORMED =*; BUTYL& STAINLESS STEEL •• '*'_ .802•' DESICCANT •, ; .813° r FOAM ,4u EXT.GLASS EXT.GLASS SO '.' SAT F 1.370" .070" .070" .045" - -I�-+- .050" i�S''•��ORIOP,.•'G�C�\� fe HEAD ANCHOR to SASH STOP COVER ®IG BEAD zse IG SNAP BEAD zs 5116°LAMI BEAD z7 7116"LAM[BEAD O � INT.GLASS O �INT.GLASS �'�i,`1S/ZONAL ZEN 72 DURASEAL SPACER 73 XL EDGE SPACER A LYNN MILLER P.E. P.E.4 58705 TABLE 11: I am PGT Part# Description Material 51 ASSEMBLY DETAILS FOR 1 642001 Head,Flange Alum.6063-T6 FLANGE FRAMES 2 624D17 Head,Integral Fin Alum.6063-T6 (OTHER FRAME TYPES SIMILAR). 3 624028 Head,Equal-leg Alum.6063-T6 a 4 624004 Jamb,Flange Alum.6063.76 4 4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063-T52 1 0 5 624020 Jamb,Integral Fin Alum.6063-TB 51 aPpm dxecowplyivgaunw 5A Jamb,Integral Fin(Used For Alternate Radius Top Head) Alum.6063-T52 FIM-9. Rate 6 624D31 Jamb,Equal-leg Alum.6063-T6 i0A4 6A Jamb,Equal-leg(Used For Alternate Radius Top Head) Alum.6063752 40 HEAD ulaateadePmdaatcoteuo 7 624002 Sill,Flange Alum.6063T6 8 624018 Sill,Integral Fin Alum.6063-76 INTERIOR 41 9 624029 Sill,Equal-leg Alum.6063T6 77— JAMB 10 6240D3 Sill.Hi-Rise,Flange Alum.6063-T6 11 624019 Sill,Hi-Rise,Integral Fin Alum.6063T6 12 624030 Sill,HI-Rise,Equal4eg Alum.6063-T6 13 624006 Sash Top Rail Alum.6005A-T61 14 624005 Fixed Meeting Rail Alum.6005A-T61 INTERIOR 15 1 624012 Sash Bottom Rail-Hi-Rise Alum.6063.7612316 624068 Sash Bottom Rail Alum.6063-TB JAMB LU z oo y 17 624007 Sash Side Rail Alum.6063.16 > o Baa 18 624051 Head Anchor CoNer Alum. FIXED MEETING RAIL o 19 624015 Sash Stop Alum.808376 >_Lo N'o alc0 O Q 25A 624009 IG Bead Alum.6063.75 p ��— O 25B 624011 IG Snap Bead Alum.6063-T5 O w C' 26 624013 5/16"Lami Beading Alum.6063-T6 Z LL , ' I- 27 624026 7116"LamSASH BOTTOM RAIL i Beading Alum.6W3-T6 U L''9 ®� d g r 30 6TP247 Glazing Bead,Bulb Vinyl for#624023 Vinyl SASH F z �� ; "'°'0 oN 31 GTP248 Glazing Bead,Bulb Vinylfor#624009򘖋 Vinyl 4 SIDE 16 C> �' F¢ onto 32 724046 Sweep Latch(@ Top Rail) Cast 21ncRAIL o Z w U Z 33 624049 Bottom Latch(@ Sill) Alum.6063-TB JAMB 34 Setting Block(1/8"X 1/2"X4') Neoprene Z —rO 35A IG Setting Black(118"X3W'X4') Neoprene =)36B 724014 IG Snap Setting Block Vinyl 17 ® W LU 36 1 724044 lBoltom Rail Weatherstrip Extension oO Lu 37 724053 Sill Gasket Polyethylene 37 Z 11a4s 38 724054 Sash Top Rail Gasket Polyethylene 2 Z 39 724055 Sash Bottom Rail Gasket Polyethylene o U Qo 40 724057 Head Gasket Polyethylene Z 41 724063 Meeting Rail Gasket Polyethylene w _ 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 39 INTERIOR tt ¢ m to 43 Weatherstrip,.270"x.187",Fin Seal(@ MR) aq!1 •asap sar�as 44 67S16G Weatherstrip,.170"X.270",Fin Seal(@ Sash Side Rail) 45 1 lWeatherstrip,.170"X.18T',Fin Seal(@ Top Sash Rail) LYN 46 lanes Balance with Co%er&Trim Rigid Vinyl SILL TABLE 10:MATERIAL PROPERTIES USED I�� pN,......!)!Rj� 51 781PSQX #8 X 1"PH SMS(Assembly) Stainless Steel 51 FOR ANCHORAGE CALCULATIONS: \:_�?•'\,%cENSF '• 55 1 7834AA 1#8 X314"Ph.PN SMS(Balance) Stainless Steel 7 Material Min.F, Min.F" = Q 63 Alum.Screen with Fiberglass Mesh Varies Steel Screw 92 ksi 120 ksi _* No.58705 *! 70 - Kommeding Kodispace 4SG TPS INTERIOR 18-8 Screw 60 ksi 95 ksi See Sheet 410 Screw 90 ksi 110 ksf _ 71 Quanex Super Spacer nXT 10 far 51 72 Quanex Duraseal Spacer Elco UltraConO 155 ksi 177 ksi tS51 ��� Meteriels NOTES: 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi �T 73 - Cardinal XL Edge Spacer BSS El Aluminum 17.ksi 22 ksi '�,C� '•'e�OR1OP. G\�� 74 Dow 791,899 Or GE 7700 Backbedding SiIICOnB 1)ALL CORNERS TO USE GASKET AND/OR SEALANT. A36 Steel 36 ksl 58 ksi Gr.NSteelStud 33 ksi 45 ksi 7jllrlllltl�` 2)SOME PARTSlOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. A.LYNN MILLER,P.E. P.E#58705 Ij 1