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Product Approval (2)
RECEIV'E0 -- NOV 0 5 2019 MIADIA►DE IAMI-DADS COUNTY ST:Lucie County,_Pe itt'n T CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .www.miamidadLgov/economy PGT Industries,Inc. 1070 Technology Drive . = ; North Venice,FL.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade,County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ)., This NOA shall not be valid after the expiration.date stated'below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or`the AHJ(in areas`other than Miami-Dade County)reserve the right to have this product or'material tested-for quality.assurance purposes. If this product or material fails to perform in the accepted manner, the`manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves°the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this.product or material.fails to meetlhe 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 LWPACT 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 theperformance 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 140A 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 woids- Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. REVIEWED FO R CODE COMPLIANCE ST. LUCMQ W4366 Mt t'D DE NTY ExpiratiV (August 23,2023 MIIQkpprova a e:-"August 23,2018 CO Pagel 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 L ' 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 20,1=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.R. 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 J. , Anchor verification calculations.and.structural analysis, complying with FBC 611 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 Pfre . . Product ContrExa finer NOA No. -0 30.06 Expiration Date:-August 23,2023 Approval Date: August-23,2018 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of,Acceptance No. 17-1.114.14 issued to Kuraray America, Inc: for, their "Trosifol® Ultraclear, Clear 'and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08%1.9. = 2. Notice of Acceptance No. 17=0808.02 issued to Kuraray America, Inc: for their "SwitryGlas® (Clear, and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23'. IF. - .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. i Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed'-by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez,P.E ; G. OTHERS 1:: None. Manuel. er .E. Product Control E a er - NbA No:18-0 30:06 Expiration Date: August 23,2023 A' koval Date:. August M,-2018 E-2 . SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW �17-13116"MAX.O,C./� DESIGN PRESSURE RATING IMPACTRATING 1)THIS PRODUCTHASBEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 18-31�. VARIES PER GLASS TYPE, LARGE&SMALL MISSILE SEE SHEETS 2-5 IMPACT RESISTANT 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP) MUST BE TEMPERED,USE ONLY GLASS TYPES 3,7,12,13 OR 15. - 17-3/4"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"BUCIe' 9-1/2"MAX. - APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE MAX. �+— 4-11116"MAX. B.SEE__ O.C. I (9"MAX.BUCIQ D.SEE _ 5"MAX,O.C. approved as complying wllh ta> SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE VNTF1 MIN.KSI SHEETS a&9 SHEET 10' Kori Briding C PER ANCHOR TYPE. _ _ _ Date A.SEE - C.SEE - 40AN 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. SHEETS 6 8 9 SHEET 10 e9hrml Dade Prod Control IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD - BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER 1X AND 2X BUCKS(WHEN USED) EQUALLY 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 TABLES 6&7 OR ARCHITECT OF RECORD,(AOR). I 17-3/16"MAX.O.C. + A O 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR O i ---IF-- I I B3" -TIP - o - STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. ' � INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING&FLASHING STRATEGY 12-i/16"MAX.O.C. TO - BUCK FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND I Q TIP X 4 HEIGHT THE SCOPE OF THESE INSTRUCTIONS. EQUALLYSPACED x I � HEIGHT 1 I �,c/ ANCHORS PER I / 13-/16"MAX.O.C. / 6)114"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS TABLES 6&7 I , / + T I - - � NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. IY/ —L 5"MAX. J W 3 In 9-12"MAX. I ---- -� _ O:C. I / C > 7)DESIGN PRESSURES: (9"MAX.BUCK) r - o y A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLETESTING AND GLASS PER A r? w ASTM E1300. 1 (9 N o aloe Q B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL 8 CYCLE T- a NO ANCHORS AT SILL •D+__ 7 Q �'� y 0 TESTING AND GLASS PER ASTM El3D0. T - Z Z C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •--�53-1/6"MAX.TIP TO TIP WIDTH_1"WEEP NOTCH 4-11116"MAX. 1•WEEP NOTCH O LL p W p AT EACH END AT EACH END = R O W n 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNEDTO RESIST THE WINDLOADS ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN FRAME SHOWN WITH 00 d ®¢ ".D CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-113%STRESS INCREASE W— e0 J 'oN HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR SHOWN WITH EQUAL-LITE CONFIGURATION - EQUAL-LITE CONFIGURATION F- HAS ;¢ c offiD WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO n D `-- f Z CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE TABLE 1:ALLOWABLE GLASS TYPES Z o Z 0 FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. Glass Op USER INSTRUCTIONS: Description(Listed from Exterior to Interior) 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER Type Table# 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN Z W IL CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING PRESSURE REQUIREMENT FROM ASCE 7. _ - = W 1 1!8"AN,.090"PVB,1!8"AN 2 _ JURISDICTION. - e6 2 13116"LIG:110"AN CAP,AIRSPACE,118"AN,.090"PVB,1/B"AN 2- 2)KNOWING YOUR GLA71NG OPTION(TABLE 1),WINDOW _ ® a 10)REFERENCES:TEST REPORTS FTL 18-7835.1&18-7835.2;ELCO ULTRACON NOA;ELCO 3 13116"LIG:1/8"TP CAP,AIRSPACE,118"AN,.090"PVB,1/8"AN 3 -- CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN .- a (7 CRETEFLEX NOA;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 4 118"HS,.090"PVB,1/8"HS 4 ;PRESSURE FROM TABLES 2.5.R MUST EQUAL OR EXCEED THE = Z F- laays ANSIIAF&PA NDS&ALUMINUM DESIGN MANUAL DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING 5 F05 3/16"AN,.090"PVB,3116"AN 4 _ Q Z OBTAINED IN STEP 1. 17)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 6 73116"LIG:3116"AN CAP,AIRSPACE,118"AN,.099'PVB,1/8"AN 4- - p = 7 13116"LIG:3116"TP CAP,AIRSPACE,118"AN,.090"PVB,1/B"AN 4 3),DETERMINE THE ANCHOR QUANTITY FROM TABLES 6&7. - ¢ Z W r FIGURE A.ALLOWABLE SASH CONFIGURATIONS AND SHAPES B 3116"AN,.090"SG,3/16"AN _ 5_ 4)INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 0 O W fA --►{ WIDTH WIDTH WIDTH 9 3/16"HS,.090"SG,3/16"HS 5 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN - Q (0 _ 10 13716"LIG:1/8"AN CAP,AIRSPACE,11W HS,.090"SG,1/6'14S 5- INSTALLATION. I I 11 13116"LIG:1/B°AN CAP,AIRSPACE,3/16"AN,.09D"SG,3176"AN 5 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME 111 I I I 1177 12 13116"LIG:1/8"TP CAP,AIRSPACE,1/8"HS,.090"SG,1/8"HS 5 PROCESS FOR ALL FRAME TYPES(FLANGE,INTEGRAL FIN OR LYNN �� F= _ 13 13!16"LIG:1/8"TP CAP,AIRSPACE,3/16"AN,.090 SG,3116"AN 5 EQUAL LEG/80X). �� �Q.•• •'•... $Jj ii 14 13116'UG:3/16"AN CAP,AIRSPACE, 110"HS,.090"SG,1/8"HS 5 _%CENSF'•.�!_ c1 fe` x = = 15 13!16'LIG:3/16"TP CAP,AIRSPACE, 1/8"HS,.090"SG,1/B"HS 5 No.58705 SG=KURARAY SENTRYGLASO INTERLAYER BY GENERAL NOTES.................................................1 �-- KURARAY AMERICA;INC. ELEVATIONS.......................................................1- p' CODES/STAN DARDS USED: ® RECTANGULAR RADIUS-TOP RECTANGULAR PVB=KURARAY TROSIFOL PVB INTERLAYER BY DESIGN PRESSURES/GLAZING DETAILS........2-4 X2017 FLORIDA BUILDING CODE FBC,STH EDITION 'O ST TE OF WITH EQUAL WITH PROVIEW WITH CUSTOM ( ) KURARAY AMERICA,INC. ANCHOR QUANTITIES..........................................5.6 %T'•, �[/� LITE SASH SASH SASH :ASTM E1300-09 AN=ANNEALED INSTALLATION,FLANGE......................................7 •.�ORIDP.•'• OANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION HS-HEAT-STRENGTHENED INSTALLATION,EQUAL LEG.................................BALL SHAPES � �LS'S •• MAY BE USED BIYHNSCRIB NG THE SHAALL SASH PE IN A BLOCK AND OBTAININGIONS ARE APPROVED. PES -ALUMINUA SI S100MDESIGN MANUAL,ADM-2015 TP=TEMPERED INSTALLATION,INTEGRAL FIN............................11 ''/7 1ONAI-I�N DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE *AISC 360-10 ASSEMBLYEXTRUSIOPROFILES..T...................................10 TABLES ON THE FOLLOWING SHEETS. ASSEMBLY&PARTS LIST....................................11 A LYNN MILLER,P.E. P.Et 58705 TABLE 2: Bottom Sash Design Pressure(lbslft)for Glass Types 1&2 DescriptionSash Height,. t r Gise1 Range Range(m) Tip to TIP Width 18" 25" 33' 37- 1 41' 46" 49" 53-lM" 24" EgusFlite 12.464 +65.0 .80.0 +65.0 480.0 +6so -ffo +65.0 -80.0 +650 -80.0 +65.0 .80.0 .65.0 -80.0 +65.0 50.0 Eq..Hde 15,964 +65.0 -60.0 +650 -80.0 +650 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 5/16"NOM. Sr StaMaid Pmdew 12.994-15.963. +65.0 -80.0 +65.o -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 +65.0 .80.0 +65.0 -80.0 +650 -80.0 GLASS STACK Shortest _12.464-12993 +65.0 -80.0 +650 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 •80.0 +65.0 -80.0 +65.0 430.0 118"AN GLASS Rppe'ove4 os camplying whir tla Equal-lite 19.652 +65.0 -80.0 +65.0 -80.0 +65.0 410.0 +65.0 -60.0 +65.0 430.0 +65.0 -80.0 +85.0 -80.0 +65.0 410.0 .090"PVB Fiar4Fe r''dem8 C Standard Preview 15.944-19.651 +65.0 -80.0 +65.0 -80,0 +65.0 •80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 780.0 +65.0 430.0 118"AN GLASS Date 383x8" Custom Size 15.131-15.943 +65.0 •8D.0 +65.0 .80.0 +65.0 -80.0 +65.0 -8-0 *65.0 -80.0 +65.0 410.0 +65.0 -80.0 +65.0 -00.0 30 I VOAD41wil e v (r4�� Custom Size 14.131-16.130 +65.0 80.0 x65.0 80.0 +85.0 4;0.0 +65.0 60.0 +65.0 -80.0' x65,0 430.0 +65.0 80.0 "+65.0 .80.0' -+L P odet ontrol Shortest 12464-14.130 +85,0 $D.0 +65.0 430.0 +65.0 480.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0. +65.0 •00.0 28 12"NOM. ;- - Equal-lite 22964 +65.0 -80.0 -65.0 A0.0 +650 430.0 +650 -80.0 +65.0 480.0 +65.0 480.0 +65.0 •80.0 +65.0 -80.0 GLASS BITE Custom Size 20.131-22963 +65.0 480.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 410.0 +65.0 480.0 +55.0 -80.0 +65.0 J30.0 EXTERIOR - Standa`dPmuew 18.594-20.130 +65.0 480.0 +65.0 -80.0 +65.0 -80.0 -65.0 -80-0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -65.0 430.0 45' Custom Size 16.131-18,593 .65.0 480.0 +65.0 -80.0 +65.0 430.0 +65.0 •80.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 -ED 75 'Custom Size 15.131-16.130 +65.0 -80.0 +65.0 480.0 +65.0 480.0 +65.0 -80.0 +65,0 •80.0 +65.0 .80.0 +65.0 -60.0 +65.0 -80.034 .4 Custom Size 14.131-15.130 +85.0 -80.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 .80.0 -65,0 -80.0 +65.0 .80.0 +65.0 •80.0 ' Shortest 12464-14130 +65.0 -80.0 +650 480.0 .65.0 -MO -65.0 -80.0 +65.0 -80.0 +65.0 430.0- +65.0 -80.0 +65.0 -80.0 GLASS TYPE 1 Equal4ite 24.964 +65.0 -80.0 +65.0 .80.0 -65.0 48D.0 -65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -65.0 480.0 +65.0 -no Custom Size 22.131-24.963 +65.0 430.0 +650 480.0 +65.0 480.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 -+650 •80.0 +65.0 410.0 OD - StandadProrev 20.194-22130 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 .80.0 *65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 -Mo lL z 7YA 49" Custom Size 16131.20.193 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 -65.0 480.0 +65.0 480.0 +65.0 480.0 -65.0 -80.0 +65.0 -80.0 ) ,6 Custom Size 16.131-18.130 +65.0 -811.0 +65.0 -80.0 +65.0 -B0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 +65.0 .80.0 lY VO' � •�aa Custom Size 14.131-16.130 +850 -80.0 +65,0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -T7.6 y o .- Shortest 12464-14.130 +65.0' 430.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 .80.0 +65.0 430.0 +65.0 .80.0 +65.0 -75.1 13116'NOM. C0 N z a1�0 w O Equal-lite 25.777 +65.0 80.0 +650 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 480.0 I GLASS STACK Custom Size 24.131-25.776 +65.0 -8D.0 +65.0 -80.0 +65.0 430.0 .65.0 -80.0 +65.0 •80.0 +65.0 .80.0 +65.0 -80.0 +65.0 480.0 OJ p rc Z Z F .090•PVB G J O a y W O 8 Standard Protiew 20.844-24.130 +850 -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 X0.0 AIRSPACE Z LL ate. F �8• Custom Size 20.131-20.843 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 -no +65.0 -80.0 +65.0 -80.0- +65.0 -80.0 118"AN GLASS =W - Fg ,Cestan Size 18.131-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0, •80.0 +65.0 -80.0 -65.0 -80.0 +65.0. 430.0 1f8"AN GLASS W'U $ ®-d J 'N Custom Size 16.131-18.130 +65.0 480.0 +65.0 .60.0 .65.0- 430.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +6.5.0 -80.0 -+65.0 -77.6 31 75 �W � c�sa 2 wo Custom Size 14.131-16.130 +65.0 -80.0 +65.0. -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 480.0 +65.0 -75.1 N Shortest 12464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +85.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 -80.0 x65.0 •73.9 5®OR 5B 112"NOM. Z v Equal4ite 31.954 *65.0 -80.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 480.0 +65.0 480.0 -fi5.0 480.0 +65.0 430.0 GLASS BITE (� , Custom Size 28.131-31.963 +65.0 -80.0 +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 -77.6 EXTERIOR Z tL Standard PraJew 25.794-28.130 +65.0 -80.0 +65,0 -80.0 +65.0 430.0 -65.0 -80.0 -65.0 .80.0 +65.0 -80.0 -55.0 Z.O. +65.0 •73.9 G] 7. � ,a 2 N Cestan Size 24.131-25.793 +65.0 480.0 +65.0 -80.0 +65.0 480.0 +65.0 480.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.7 �+ Uj 63" Custom Size 22.131•24,130 +65,0 430.0 *65.0 430.0 +65.0 -80.0 +65.0 .60.0 +65.0 480.0 +65,0 -60.0 -65.0 •78.8 +65.0 -70.5 70-73 ® a J Custom Size 20.131•22.130 +66A -80.0 +65.0 .80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 •77.1 .GS.D •68.4 S@OR 5B daag5 Cestan Sae_ ,18.131.20.130F115.011 430.0 +65.0 -80.0 +65A 430.0 +Mo 480.0 •65.0 -80.0 +650 -80.0 +65.0 •75.4 +65.0 E6.5 GLASS TYPE 2 � U) Custom Size 16.131'-18.130 480.0 +65.0 80.0 +65.0 430.0 +65.0 -80.0 +65.0 -W.0 +65.0 -77.1 +65.0 =73.8 -+64.7 '4>a.7 _ Shortest 13.194'-16.130 -80.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 •75.9 +65.0 -71.8 +65.0 .68.2 +623-'$2.3 - O Z J Equaldite 38.464 •80.0 +65.0 -80.0 .65.0 480.0 .65.0 •80.0 +65.0 -80.0 +65.0 -80.0 -65.0 .80.0 +65.0 -73.9 Z m Custom Size 36.131.3&463 .80.0 +65.0 -80.0 +65.0 430.0 -65.0 A0,0 +65.0 -80.0 +65.D -60.0 +65.0 .79.8 +65.0 -71.6 - ul 0 2 Custom Size 34.131-36.130 430.0. +650 430.0 +65.0 430.0 -65,0 -80.0 +65.0 •80.0 +85.0 -60.0 +85.0 -77.9 +fi5.0 b9.4 J .76" Standard Prouew 30.994-34.130 430.0 +65.0 480.0 +65.0 480.0 +65.0 430.0 *65.0 A0.0 +65.0 -80.0 165.0 '-75.4 +65.0 436.5 ¢ � art!( � v saua5 Costen Size 30.131-30.993 •80.0 +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 •78.9 .65.0 -74.6 .65.0 E.5.6 Custom Size 28.131.30.130- +65.0 -80.0 +65.0 -80.0 +65.0 -W.0 +65.0 W+65.079.1 .65.0 -75.3 +65.0 -71.9 +63.8 a3.8Shortest 26.194-28.130 +65.0 A0.0 +65.0 -80.0 +65.0 430.0 +65.0 75.9 -65.0 -71.6 .65.0 .88.2 -623 -623 �� NLYNA/,t�//�� Equal-lite 42.464 +65.0 480.0 +65.0 430.0 +65.0 -80.0 +65.0 80.0 -65.0 480.0 +65.0 -77.9 +65.0 489.484' Custom Size 38.131-42463 -65.0 410,0 +65.0 -80.0 -65.0 480.0 +65.0 0.0 .65.0 -7.9 . - . +65.0 85.6Stallard Preaev 34.194•-38.130 +65.0 -80.0 +65.0 410.0 +65.0 -800 +65.0 -75.9 +65.0 -71.8- +65.0 -68.2 +623 482.3 'No.58705 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TOTIP 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 _ %7i) -•• •(U MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48:806 Q STTT E F ((/ P4 11 ORID 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. ,�ONAL 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. - - AN=ANNEALED 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP-TEMPERED A.LYNN MILLER,P.E 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF-65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED P.E.#58705 TABLE 3: Bottom Sash Sash Heig1l Design Pressure(IbslRz)for Glass Type 3 Description Range(in) Tip to Tip NAtlth br Ghen Range 18' 2S 33" 1 37- 41' 45' 49" 53.1/8" - 24" Equal-lite 12464 +65.0 $0.0 +65.0 $0.0 +65.D -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 _yl 13116"NOM. Equal-lite 15.964 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 GLASS STACK 31" Standard Pralew 12994-15.963 +65.0 $0.0 +65,0 -80.0. +65.0 $0.0 +65.0 430.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 .090"PVB Shortest_ _ 12464-12.993 +65.0 -80.0 +65.0 -80.0 +65.D $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.1) AIRSPACE - 1!8"TP GLASS approved u0nmplyiag�r4h itro Equal4ite 19.852 +65.0 -80.0 +65,0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 tl8°AN GLASS Fbri B)!dindC pa Standard P%iew 15.944-19.651 +65.0 $0.0 +65.0 -80.0 +65.0 $0,0 +65.0 -80.0 +65.0 -80.0 +85.0 $0.0 +65.0 •80.0 +65.0 -80.0 XSB112"NOM. Dote O 38-N8' Custom Size 15.131-15.943 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 ^ .gOAM �p Custom Size 14.131-15.130 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 QSgpR ►7larsf Dade Product trotShortest 12464-14.130 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 430.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 •80.0 `/Equal-lite 22964 +65.0 •80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -60.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 EXTERIOCustom Size 20.131-22963 +65.0 -80.0 +65.0 -60.0 +65.0 $0.0 +65.0 80.0 +65.0 $0.0 +65.0 $0.0 +65.0 --W.O +65.0 -80.0Standard PrWew 18.694.20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -B0.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.045r Custom Sim 16.131-18.593 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 •80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65,0 -80.0 Custom Size 15.131-16.130 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $D.0 +65.0 $0.0 +65.0 $0.0 5®OR0 - Custom size 14.131.15.130 +65.0 $0.0 +65.D -80.0 +65.0 $0.0 +65.0 $0.0 +ss.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 •60.0 GLASS TYPE 3 Stwdest 12464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.O +65.0 $0.0 +65.0 -80.0 4 Equal-lite 24.964 +65.0 1-80.0 1+65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 1$0.0 +65.0 $0.0 +65.0 •80.0 +65.0 -80.0 Custom Size 22131-24.963 +65.0 430.0 +65.0 -80.0 +65.0 1$0.0 +65.0 -80.0 +65.0 $0.0 1+65.0 $0.0 +65.0 $0.0 +65,0 1-80.0 Standard RuJaw 20.141.22130 +65.0 $0.0 +65,0 $0.1) +65.0 $0.0 +65.0 $0,0 +65.0 40.0 1+65.0 $0.0 +65.0 •80.0 +65.0 -80.0 - 00 Y 49" Custom Size 18.131-20.193 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 •-80.0 +65.0 •80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -BD.0 7 z Z:' (A Custom Size 16.131-18.130 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 $D.0 +65.0 •80.0 +65.0 $0.0 +65:0 -80.0 u� � It Custom Size 14.131-16130 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 •80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 - O o cS co N Shortest 12464-14.130 +65.0 -80.0 +65.D -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 •80.0 n �6 atop O ir Equal-lite 25.777 +65.0 $0.0 +65.0 -130.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +66.0 WD +65.0 -8D.0 U CV ?"' Q Custom Size 24.131-25.776 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 _1 ot Z Z F- Starda d PrN- 20.844.24.130 +65.0 $0.0 +65.0 $0.0 +65.0 $OA +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 " Z LL m � a CD 50-5'8' Custom Size 20.131-20.843 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 •80.0 +65.0 $0.0 +65.0 $0.0 .+65.0 -80.0- +65.0 -80.0 =LL CD R a v Fg r Custon Size 18.131-20.130 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 U U O ®J u�no�p Custom Size 15.131-18.130 +65.0 -80.0 +65.0 -B0.0 +65.0 430.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 -+65.0 -80.0 +65.0 -80.0 '°N Caston Size 14.131-16.130 +65.0 •80.0 +65.0 -80.0 +65.0 $0.0 *65.0 -80.0 +65.0 $0.0 *65.0 $0.0 +65.0 $0.0 +65.0 -80.0 ~W < Q OMO Shortest 12464-14.130 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 �Z j a0 Z Equal•lite 31.964 +65.0 -80.D +65,0 $0.0 +65.0 •80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 •90.0 U Z Custom Size 28.131-31.963 +65,0 -80.0 +65,0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 •80.0 +65.0 •80.0 0 LL Standard Prmiew 25.794-28.130 +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 O Custom Size. 24.131-25.793 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 = on 63' Custom Size 22131-24.130 +65.0 •80.0 +65.0 -60.0 +65.0 -80.0 +65.0 430.0 +65.0 $0.0 +85.0 $0.0 +65.0 -80.0 +65.0 -80.0 ® rn J Custom Size 20.131-22130 +65.0 -80.0 +65.0 $0.D +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -78.0 Z laays Custom Size _ 18.131-20.130 +65.0 •80.0 +65,0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -75.8 Custom Size 16.131-18.130 +65.0 -80.0 +65.0 -BOA +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -T3.B U Q Shortest 13.194•-16.130 +65.0 $0.0 +65,0 $0.0 +65.01-80.D +65.0 $0,0 +65.0 $0.0 +65.0 -80.0 +65.0 -77.7 +65.0 •71.0 LU o Egwl4ite 38.464 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65A -80.0 +65.0 $0.0 +65.0 $0.0 f; z m Custom Sae 38.131•38.463 +65.0 -80.0 +65-0 -80.0 +65.0 -80.0 +65.0 $0.0 +85.0 $0.0 +65.0 $0.0 +65.0 $0.D +65.0 •80.0 w F = Custom Size 34.131-36:130 +65.0 -80.0 +65.0 $0,0 +65.0 430.0 +65.0 $0.0 +65.0 $0.0 +65.0 -8 +65.0 -80.0 +65.0 -79.1 U J Q. to 76 Standard Prodew 30.994-34.130 +65.0 -80.0 +65,0 -80.1) +65.0 430,0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65,0 -80.0 +65.0 -75.8 ¢ O Costen Sae_ 30.131-30.993 +65.0 -80.0 +65.0 -80.0 +660 .80.0 +65.0 1-80.0 +65.0 $0.0 +65.0 -60.0 +65.0 -80.0 +65.0 -74.8 a!1'1 asap saves Custom Sae 28.131-30.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 -+65.0 $0.0 *65.0 430.D +65,0 -727 , Shortest 26194•-28.130 +65.0 $0.0 +65.0 -80.0 +66.0 430.0 +65.0 $0.0 1.65.0 •60.0 +65.0 -80.0 +66,0NY . -80.0 +65,0 -79,1 `��F\C,'���''I•"1CLEYNNSNP•Ml1j' /1' Equal4ite 'Equal4ite 42464 +65.0 -8.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 65.0 Saew38.131-42.463 +65.0 -0.0 +65.0 -80. +65. $0.0 +65.0 $0.0 +65.0 +6.08 6 88 4rSCutan mWo34.194'•38.130 +650 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 0 +65.0 $0.0 +65.0 -77.7 +65.0 •71.0 NO.58705 •MIINIMUM NIMUM SASH HEIIGHT FOR FLANGED WINDOWS IS:TIPTO TIP HEIGHT-49.391 MINIMUM SASH HEGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 ' MSASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TP TO TIP HEIGHT-49.806 - - MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT 48.806 - - '�Q 'IST,PTEF�,=.C(1�: 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT I"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. �77iS 0NAL 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. 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Standard PrWm 15.944.19.651 +65,0 •80.0 34 7d Standard Pnhiew 15.944-19.661 +80.0 -110.0 J+ II 30.316" Date 3058' Custom Size 15.131-15.843 +66,0 •00.0 GLASS TYPE 4 Custom alae 15.131 15.043 +89.0 -110.0 1i0A9 Custom SizO 14.131•15.130 +65,0 -80.0 Custom Site 14.131-15.130 +SOO •110.0 f 13116"NOM. t_ t3ft$"NOM, Ley Dsdv art Co., Shodeat 12464.14.130 +65,0 -SOO Shortest 12.464-14,130 +80.0 "110.0 GLASS STACK rGLASS STACK - 7t18•NOM. .0871 SG Equawite 22851 +85,0 •80.9 �` GLASSSTACK qc..s�tomsjze alaRo 22964 +aao •110.0 AIRSPACE r AIRSPACE Caston Size 20.131•22963 +66,0 70A 3118,AN GLASS m Size 20.131-22.983 +8D.0 •110.0 V8"AN GLA t/8'HS GLASS 118'AN GLASS 3118'AN GLASS Stardafd PlWm 18694.20.130 +65,0 .•60.0 .090,PVS Pnnfew 18.594.20.130 +80.0 -110.0 31 74 31 74 ` 45" Custom Size 16,131-78593 +65,0 -8so *3116'Ap LASS 46" m Slxe 18.731<18.693 .80.0 •110.0Cusron Size 15.131-18.130 +81A 70,0 m Size 15.131.18.130 +80,0 -110.0 &R 5 Y2"NOM. OR t2"NOM.Oe4ton Site 14.137-15.130 +85,0 70,0 , m Size 14.131•15.130 +60.0 "110.0 EXTERIOR. GLASS BITE 0 _I GLASS BITE 9Sholesl 72484.14.130 +65,0 •80.0 E� TE est 12484.14.130 +611.0 _ »OREqual-lito 24.964 +85.0 -80.0wite 24.964 +Bo.O -110.0 Custom Size 22.131.24.963 +65,0 -80.0 m Slze 27131-24.983 +809 "110.0 S@OR S 7Q•73 $@OR 570.73 Standard Purview 20.194-22130 +650 -80.0 Pmwew 24194.22130 +00.0 "710-0 GLASS TYPE IO GLASS TYPE II 49' Custom Site 18.131-20.193 +65.9 :00.0 YPE 6 49" m Size 18.131-20.193 +80.0 •1140 W Y Custom Size 16.131-18730 .85.0 7o,0 Slze 78.131-18.130 +80.0 -110.0 9Custom Size 14,131.16.130 +650 40.0 - ustom Size 14.131-18.130 +80.0 -110.0 '.�._ 13716'NOM. 73116"NOM- } w O � •�aS, 13116'NOM. GLASS STACK �- GLASS STACK a ¢ v U shortest 12464-14.130 +65,0 -80-0 �` GLASS STACK rn SMdest 42464.14,136 +50.0 -1140 .090'SG O o r0 i .EquaHRe 25.777 +65.0 -00.0 A90"PVB M EqualAte 25.777 +80.0 -1140 AIRSPACE AIRSPACE .090"SG .}r- afa0 O• AIRSPACE = 118"7P GLASS C4 N r 9 w" Q Caston Size 24.131-25.776 +65,0 700 Custom Size 24.131•25,776 1640 -1740. 1!8'HS GLASS 118"TP GLASS c Standard Plovlew 20,644.24.t3p +65.0 -Bp.O 3t76'ANG 1/$'AN GLAS5 t-= 31 3l18'AN GLASS 0,-, �1!{ Z :Z 31 o Standard PRNiew 2O.S44-24.130 +80.0 -110.0 74 31 74 O J O �¢ Z O F 5058' Custom Size 20.131-20.843 +65.0 70,0 74 a Custom Size 20.131-20.843 +540 -1180 iL O- lL O F 50.518" S R 12'NOM. GOR 12"NOM. Z u, c n Custom Size 16.131-2D.130 +eS.O -80.0 Custom Size 18131-20.130 +80.0 -110.0 = ♦- w_ t` Custom Slze 18131-19.130 +65.0 749 ®oR f2'NOM. Custom size is.131•te.ta0 .50.0 •110.0E(�,R-�lo� GLASS RITE EXTEROR GLASS BRE UU KS t0� uwo0 t=SIZE. 14.131-.18.130 +85,0 7p,0 E�cT/Fy_IDR GLASS BITE Custom Size 14131-16.130 +80.0 •110.0 `r' F-W w �< ,Q 9/Aq Stlotest 72.454-14.130 +850 7tl.0 V-'. Shortest 12484-Id.730 *89.0 •11404} 70.73 70.73 �! '''•• H Egrewde 31.864 +550 -80.0- 767J Equm-ilte 31.904 +80o -110.0 &a @OR 5 GLASS TYPE 12 `-� GLASS TYPE 13 Z Z Custom size 25,737-31.903 +86,0 70.0 '®OR Custom Size 28.131-31.983 +SD.O -170.0 .- Standard PmNew 26,794,28.130 .65,0 ,7GLASS TYPE 60.9 Standard PloMen 25.794-28.130 +80,0 •Y1DA LL Custom Size 24A31-2&79i +650 70,0 Custom Size 24.131-25.793 +840 -1140 13116"NOM. 113116"NOM. O 63" Custom Size 22131-24.130 +05.0 •-60.0 -_- 13116'NOM. s3^ Custom Size 22131-24.130 +80,0 -110.0 GLASS STACK I GLASS STACK u, S +r Custom Size 20.131-22130 '+650 70,0 GLASS STACK Custom Size 20.131-22.130 .a0.0 -170-0 .090'SG AIRSPACE AIRSPACE 090"SG c, m J Custom Site 18.137.20.130 +85,0 70.0 gIRSPACE '��PVB Custom Size 16.131.20.130 +80.0 -110.0 3118'AN GLAS 116'HS GLASS 3118'TP GLAS 118'•HS GLASS 1aay5 Custom Size 18131-18.130 +65.0 708 3116-TP GLASS Custom Size 15.131-18130 +80,0 -110.0 31 F Z '18'AN GLASS 74 31 747j it) ahMest 13.198""16.139 +85.0 70.0 31 shortest 13.194"-18.130 +80,0 •110.0 EquaHite 35.464 +85,0 •60,0 74 EqualJito 38.464 +80,0 •110.0 2,R OR S�OR LL l!1 Q 12'NOM. 12'NOM. _. .. _ +65w -840 OR 5 _0r_1O Custom Size 34.131-,36.130 +650 -see EXrERIOR GLASS BITE • 78" StCusto SIZe 30.994.34.130 +80 10.0 E RIOR GLASS BRE EXTERIOR GLASS BITE � Z Q On - 12"NOM. CU!ft0m Size 36.131•38.463 .09 76' Staolam rOtiew 30.Custorn Size 1994.30.93'3' +65,0 70,0 80.0 -7140 34_739 0 4tn.9 4 _ � Custom Size 30.137• 165,0 70.0 _ Custom Size 30.131-30.833 .80.0 -1740 `L{� lo-7J t �R 7673 Q Q U Custom Size 28,731•30.130 1650 70.p ��AS OR 5 7673 Custom Sixe 20.137•30,130 +80.0 410.0 �l -GLASS TYPE 14 GU155 TYPE 15 vTYPEaA!1 'asap sauag Shortest 28194'•28130 +85.0 70.0 GLASS 7 Stwdest 28.194""28130 +80.0 -1140 ' Equal-lite` 42.464 +65.0 76,0 Equablile 42464 +80.0 "110.0 - • - - \�W1 777/ 61' Custom siza 36.131.42463 +85.p 700 Slandatd P10Mew 34,194'•38.13] +85,0 -00,0 - - 04" Custom SLxe 34.191 Sl-rd3.194'-38.130 +80.0 �`, •4%GENSF .W Prowew -170.0 j +MSNLMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP T071P HEIGHT-49.397 - '•, MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-46.397 ,*.; NO.56705' 1. MINIM 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-48.806SIAW01F• '' _.,a; •N` 2)IP P TO SIZES NOT SHOWN,ROUND TIP DIMENSIONS SHOWN.FOR INTE RAL FIN AVAILABLE EQUAL SIZE.-LEG WINDOWS,SUBTRACT N FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE, AN-ANNEALED "7,,,S10NAL,,,,1 L 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FR WITHIN. TP-TEMPERED 58706,p.E LYNN MILLER 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 A. REM MILLER TABLE 6: Anchor quantities Required for Tp to Tip Width "Through-Frame"Installation is* 25" 33 1 37 1 41" 45 49 53-11- u Ina Glass Tvoea 1-7 Jamb Jamb Jamb I Jamb Jamb Jamb Jamb Jamb - m �'c z rr cc m * m z a z o< Bottom Sash g g °;d 0 g g g 3 g g g g '� g g ¢ g g g Description Sash Height g y for Given Range Range(,n) E ani = 8i $ - m ¢ m ¢ m ¢ m . ¢ m ¢ m ¢ m ¢ m TABLE 6B: -24• Equal-lite 12.464 1 2 1 1,121 t 1 2 1 1 2 21,12 2 1 2 2 12222GlasDescription(Listed from Exterior to Interior)Type Equal-IDo 15.964 12 1 1 2 1 1 2 1 7 2 2 2 1 2 2 1 2 2 1 2 2 4pprowd as oomplyisgwllB ds 31" Standard Promew 12.994-15.963 2 -2 12 2 1 2 2 1 2 2 22 2 2 2 22 3 2 2 2 1 1/8"AN,.090"PVB,1/8"AN florid Bd'IngShortest 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 13116"LIG:1/8"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN P4te 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 3 13/16"LIG:1/8"TP CAP,AIRSPACE,118"AN•.090"PVB,1/8"AN x0 - �V:iaml Ude Pmdact Cartrol Standard PmNew 15.944-19.651 z 2 t 2 2 1 2 2 t 2 2 2 2 2 2 2 2 2 2 z 2 2 4 1/8"HS,.090"PVB,1/8"HS 38.318^ Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 5 3116"AN,.090"PVB,3116"AN Custom Size 14.131-15.13D 2 2. 1 2 2 1 2 2 1 2 2 2 2 2 2 z 2 2 2 z 2 213!16"LIG: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 1121 2 2 2 2 2 2 2 2 2 2 2 2 2 2 - 7 13116"LIG:3116"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN Equel•lite 22.964 2 2 1 2 2 1 2 2 112 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 20.131-22.963 2 2 1 1 2 2 1 2 2 1 2 2 1 21 2 2 2 2 2 1 2 2 2 2 2 2 2 - - - Standard PrcrJm 18.594-20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 - - 45• Custom Size 16.131-16.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 15.131-.16.130 2 2 1 2 2 1 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 21 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 21 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 _ EquaHite 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 1 2 2 2 2 2 2 1 21 2 1 2 1 2 1 2 LLI z Y Custom Size 22.131-24.1183 2 2 1 2 21 2 2 7 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 U w O_ 'nay Standard PwmeH 20.194-22130 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 qq0 49" Custom Size 18.131-20.193 2 2 1 2 2 1 2 21 1 21 2 21 2 2 1 2121 2 2 2 2 2 2 2 2 - r0 La O .- Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 1 9 1 2 21 3 2 2 3 2 2 3 2 2 3 2 2 U 04 z wEW Io0 Of Q Custom Size 14.131-16,130 3 2 1 3 2 7 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 - 3 M K U) 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 O,LL o. _ W 0 Equal-rite 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- f0 c n _ Custom Siza 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 -• 2(),j � F9 U U_ o ®� use Standard Prrniew 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 W o0 _j .-o" 9 F-LU J OMO 50-S18^ Custom Size 20.131-20.843 2 2 7 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 - _ W Q Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 21 3 2 2 3 2 2 3 2 2 3 2 2 G' 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 ... 0 Z W Cwtom $ iza 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 Ur J .- 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 Equal4its 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 - = F- 0 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 ® °i Standard Pmriew 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 � F- Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 1 3 212 3 2 2 3 2 2 3 2 2 3 2 2 Z Q iaa 46 63" Custom Size 22131•24,130 3 2 1 3 2 1 3 2 113 2 2 3 2 2 3 2 2 3 2 2 3 2 2 U Custom Size 20.131-22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 LL (7 Q Cuatan 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 Q' Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z = Shortest 13.194'-16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 6 2 2 4 2 2 4 2 2 V U = EquaHlle 38.454 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 ` Q Z 1'A Custom Slee 3e.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 , ap)1 �sap sa�a5 Custom Size 34.131-36.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 76" Standard Side 30.ew 131-30.1993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 ``11111 l l l lilt, /,' �.�SONY LYN/y} •,, Custom Size 28.731-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 `� '✓// �� 'VCE Shortest 26.194••28.130 a 2 1 4 2 t 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 3 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, : '•,� Equal-lito 42.484 3 4 t 3 4 1.13 4 1 3 4 2 3 4 2 3 4 2 3 a 2 3 4 2 SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE N0.58705 ' 84^ Cuatom Size 38.131-42.463 3 4 1 3 4 1 3 4 1 3 4 2 3 4121.3 4 2 3 4 2 3 4 2 WINDOW SIZE. -* *_ Standard Pmew 34.194'•38.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 _ _- •,MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 - 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. 41 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391tAq01F .'(V�\ 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 ��T F MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.006 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. i�s 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TOAMAXIMUM POS RIVE DESIGN /itNAL 0 PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A LYNN MILLER,RE RE#58705 INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX - OPTION 1 EDGE DISTANCE — DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. ET. ANCHORED THROUGH -- r � SEE NOTE 2,THIS SHE EMBEDMENT EMBEDMENT FRAME INTO 2X WOOD 114"MAX SHIM 114"MAX SHIM - FRAME OR BUCKSTRIP. I SEE NOTE 2,THIS SHEET. I O EMBED- I T— 4 SASH VISIBLE 17 ° •° MENT EDGE EDGE _ LIGHT WIDTH nPfirovad ett eompWas W''•m(b.—�- DISTANCE DISTANCE g/d3inU CoQc 1/4"MAX SHIM I 19 27 ° 40,5ii L _—LJJ FIXED VISIBLE � '�'P '�C° 1 SEE TABLE ° LIGHT WIDTH I ' NOTE B,FOR 30 18 HEAD TYPE FIXEDTYP.ANCHOR TYPE. •• 44 VISIBLEEMBEDMENTAND . EDGE DISTANCE PER > LIGHT SUBSTRATE,SEE s° HEIGHT - I• 31 OR 5B jII TABLE 8. 1TIP TO TIP WIDTH TYP.ANCHOR TYPE, 1111 32r EMBEDMENTAND y EXTERIOR EDGE DISTANCE PER LU ? /n TYP.ANCHOR TYPE, HORIZONTAL SECTION A-A > al 45 EMBEDMENT AND EDGE SUBSTRATE,SEEDf 0(9 0 '°aa DISTANCE PER SUBSTRATE, TABLE 8. O o 0 0) 14 SEE TABLE 8. —�{ 1/4•MAX.SHIM N = amp x Q' VISIBLE LIGHT FORMULAS: N O Z DADE APPROVED MULLION,F13C °a z 46 55 COMPLIAN7ALUMINUM/STEEL FRAMING (SHOWN FOR HI-RISE SILL:SEE o wr Z o SHEET 9 FOR STANDARD SILL) Z LL m on TIP 43 OR STEEL STUD.MAY BE VERTICAL OR =LLl o c" v n TO 13 HORIZONTAL.SEE SUBSTRATE WIDTH U U p a' TIP 83 - - USE EITHER 1 PROPERTIES,TABLE 8. @ SASH 8 FIXED LITE:TIP TO TIP WIDTH-5.12" W 2 co !2:1 'aw HEIGHT SWEEP LATCH @o W ^ a ¢ alio MIDSPAN OR 2 HEIGHT(EQUAL-LITE) n> T ~' BOTTOM LOCKS TIP TO TIP HEIGHT2-3.73' Z Z INSTALLATION c0 SASH HEIGHT(PROVIE4N VISIBLE OPTION 4 @FIXED LITE:TIP TO TIP HEIGHT2+3.78" j O LIGHT ANCHORED THROUGH @SASH:TIP TO TIP HEIGHT/2.11.93" $ Z Z t-- HEIGHT HEIGHT - FRAME INTO METAL ® W HEIGHT(CUSTOM SASH) @FIXED LITE:TIP TO TIP HEIGHT-SASH HEIGHT-3.55" Z U hays @SASH:SASH HEIGHT-4.60" j to IXTERIOR - TABLE 8: M X Q0 Z) O 10 33 Anchor Substrate Dn. Edge W.Em_bedment NOTES: W Z o 15 1 USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON P.T.Southern Pine(SG 0.55) 9116" 1-3/8" ) L) Ja OPTIONAL HI-RISE #12 Steel, TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q LL 42 SILL SHOWN.SEE 18-6 Or 410 Aluminum,6063-T5 min. 3/8" 0.063"- INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF aNll to—'.s 1"WEEP SHEET 10 FORTHE WINDOW. - A36 Steel 3/8" 0.063" EACH ENO NOTCH AT STANDARD SILL. SS Screw Steel Stud,Gr.33 min. 3/8" 0.045" 18 Ga 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE ��`��11Y1LYfJ 1��'�•, 1/4"MAX. 1" 8.ALL WOOD BUCKS LESS THAN I-12"THICK ARE TO BE �� �ON.••••••N/17 �� SHIM 1/4" Concrete(min.3.351ei) 1-3/4" CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL :��'�,.•••V)CENSF '/�(�% 410 SS Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS Q,' CreteFleX DEPICTED AS 2X ARE 1;12"THICK OR GREATER.1X AND 2X BUCKS NO.58705 P.T.Southam Pine(SC--0.55) 1" 1-3/8" (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER NO ANCHORS Concrete(min.2.85 l(SI) 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 p FLANGE OR •� Ultracon Ungrouted CMU,(ASTM C-9D) 2-1/2" 1-1/4" ARCHITECT OF RECORD. �� •J;jAi OEQUAL-LEG FRAME 5 LLS ° •" P.T.Southern Pine(SG=0.55) 1" 1-318 3)VISIBLE LIGHT WIDTH OR HEIGHT ALSO REFERRED TO AS '�iO�C� FOR... •\� \ • •• ° A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE ( , S G 8)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAN/HEXIFLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. i S/ONAL 9� VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. 7j1111111111` C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,RE P.E#58705 INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 _ -ANCHORED THROUGH FRAME - -- - ANCHORED THROUGH FRAME AND 1X INSTALLATION _ DIRECTLY INTO CONCRETEfCMU. SUCKSTRIP INTO CONCRETE/CMU. OPTION I EDGE DISTANCE - --- SEE NOTE 2,THIS SHEET. ANCHOREDTHROUGH _ r -T EMBEDMENT EMBEDMENT - FRAME INTO 2X WOOD - -- �+- 1/4"MAX SHIM 1/4"MAX SHIM FRAME OR BUCKSTRIP. n EMBED- SASH VISIBLE I I ° SEE NOTE 2,THIS SHEET. ME 'I 17 EDGE -�- ' EDGE „ LIGHT WIDTH � i DISTANCEFbrw� � 1� 8� t DISTANCE _ or 7 1/4'MAX SHIM 19 " OAB FOXED VISIBLE � D°k Pnda -- 27 L-- - �----L- SEE TABLE BLIGHTWIDTH � lYl 3 NOTE 8,FOR TT 18 HEAD TYPE I 30 TYP.ANCHOR TYPE, 44 FIXED - EMBEDMENTAND r VISIBLE EDGE DISTANCE PER $ - - LIGHT SUBSTRATE,SEE 31 5 R 5B •-•, HEIGHT TABLE S. 6 - - BUCK WIDTH -- I TYP.ANCHO\TYPE,, 32 EXTERIOR EMBEDMETYP.ANCHORTYPE, HORIZONTAL SECTION A-A EDGE DISTANLu fl SUBSTRATE,SEE w 45 EMBEDMENT AND EDGE_ V TABLE S. of o o DISTANCE PER SUBSTRATE, w Lu .- SEE TABLE 8. N =m a7°0 0 Q' 14 -�{ 1/4"MAX.SHIM VISIBLE LIGHT FORMULAS: O °� O 46 55 I (SHOWN FOR HI-RISE SILL;SEE 0 J O y W o SHEET 9 FOR STANDARD SILL) Z IL m_ 2 -O 49 DADE APPROVED MULLION,FBC - 2:L BUCK 13 COMPLIANT ALUMINUMISTEEL FRAMING @ SASH 8 FIXED LITE:BUCK WIDTH-4.12' W Z a a J �NOJQ HEIGHT 63 USE EITHER 1 OR STEEL STUD.MAY BE VERTICAL OR F W ^ ,Q pyo SWEEP LATCH @ _ HORIZONTAL.SEE SUBSTRATE HEIGHT(EQUAL-LITE) > > ~ MIDSPAN OR 2 - PROPERTIES,TABLE 8: - O BOTTOM LOCKS BUCK HEIGHT2-3.23" .-Z '0' Z INSTALLATION HEIGHT(PROVIEW) (9 'LL SASH EQUAL OPTION 4 > Z O VISIBLE. @FIXED LITE:BUCK HEIGHT2+4.26" LIGHT LEGIBOX ANCHORED THROUGH @SASH:BUCK HEIGHT/2-11:43" - 2 O FRAME FRAME INTO METAL ® LU ~` HEIGHT SHOWN HEIGHT(CUSTOM SASH) `W - @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55° @SASH:SASH HEIGHT-4.60' X j EXTERIOR TABLE 8: a12 33 Anchor Substrate •Dunce Min.Embedment NOTES: ¢ i 1 USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON is P.T.Southern Pine(SG=0.55)- 9116" 1-3/8" ) rn OPTIONAL HI-RISE #12 Steel,� TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY LU Q W -- 18-6 Of 410 AIUBInum,6063-75 min. 3/8" 0.063" INSTALLATION SILL SHOWN.SEE OPTION SHOWN MAY BE USED ON ANY SIDE OF -- arl!1 'asap saua5 42 THE WINDOW. 1'WEEP SHEET 10 FOR A36 Steel 3/8" ''0.063" NOTCH AT STANDARDSILL. SS Screw 1�11X111/I/// EACH END - 1/4"MAX. Steel Stud,Gr.33 min. 3/8" 0.045" 18 Ga 8, WOOD BUCKSMASONRY L ESS YBE USED THAN 1 72"INTO TH CKARED O BEAS S TABLE `��``ONY LYNN SHIM Concrete(min.3.35 ksi) 1" 1-3/4" CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL :� ��.•'••KENS• ��� 1/4"410 SS.' a• F'':�� , CreteFlex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS Q;' - -- T 1 P.T.Southam Pine(SG-0.55) 1" 1-318" DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER 1X AND 2X BUCKS No.58705(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER *[ NO ANCHORSConcrete(min.2.85 ksi) 1" 1-3/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND - REQUIRED IN ° 1/4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR FLANGE OR •• Ultracon Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" ARCHITECT OF RECORD. `�O 9 EQUAL-LEG _ P.T.Southern Pine SG=0.55 1" 1-318" 1 T'• ��: FRAME SILLSA)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS �i C� •'•F�ORIDP,.••'�_� B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PANJHEX/FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING.. VERTICAL SECTION B-B. ALLOWABLE FOR ANCHORS IN THE HEAD. ' C)".UNGROl1TED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A.LYNN MILLER,P.E. ' REA 58705 INSTALLATION DETAILS-FOR INTEGRAL FIN FRAMES EDGE EDGE DISTANCE DISTANCE EMBEDMENT 1 Q I II ,._'---• —EDGE U --� DISTANCE 1/4°MAX SHIM 1/4"MAX SHIM 5 SASH VISIBLE 17 4uppromill as CMRPWM xlffi 1bo LIGHT WIDTHftC=trd DMENT � 6 27 19 _ �.xta" 1/4"MAX. EMBEDMENT FIXED VISIBLE 2 SHIM LIGHT WIDTH 1 0 19 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE FIXED DISTANCE PER SUBSTRATE, 44 VISIBLE SEE TABLE 9. LIGHT HEIGHT 5 R@ 5 f� BUCK WIDTH 32 HORIZONTAL SECTION C-C cc 2 TYP•ANCHORTYPE, Lu Z EMBEDMENT AND EDGE � 45 DISTANCE PER SUBSTRATE,SEEw o 0 'gab TABLE 9.(NAIL SHOWN) O R o p (0 DADE APPROVED MULLION,FBC 1natoO N Z 14 COMPLIANTALUMINUMISTEEL FRAMING & p W Q 1/4"MAX.SHIM OR STEEL STUD.MAY BE VERTICAL OR OF,w 0) O HORIZONTAL SEE SUBSTRATE J i Z p 43 PROPERTIES.TABLE 9. VISIBLE LIGHT FORMULAS: z LL m m ED on (SHOWN FOR STANDARD SILL;SEE =LL .cg BUCK 13 U C) d HEIGHT USE EITHER 1 SHEETS 7 OR 8 FOR HI-RISE SILL) WZ 10 a ""i Asa J aN SWEEP LATCH @ #10 OR#12 STEEL WIDTH p W SELF-DRILLING n> P Fr >- H MIDSPAN OR 2 46 55 @ SASH&FIXED LITE:BUCK WIDTH-4.12" p a to BOTTOM LOCKS SMS(G5),SEE TABLE 9. - r Z0 Z SAHEIGHT(EQUAL-LRE) VISIBLE _ _ BUCK HEIGHT12-3.23" Z p SH LL LIGHT INSTALLATION � � O HEIGHT OPTION 7 HEIGHT(LITE:BUCK W W p @FIXED LITE:BUCK HEIGHT2+q2B° ® W ANCHOREDTHROUGH @SASH:BUCK HEIGHT/2-11.43° (D INTEGRAL FIN INTO METAL = X taayg HEIGHT(CUSTOM SASH) S rn LL FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55' ¢ STANDARD SILL Z EXTERIOR 16 SHOWN.SEE @SASH:SASH HEIGHT-4.60" 0 33 PREVIOUS SHEET 42 8 FOR OPTIONALv 7 W 2 1"WEEP HI-RISE SILL. J Z NOTCH A7 - Q ...- EACH END TABLE 9: 1an'1 '�sa0 sauag 1/4"MAXNOTES: Min.Edge Min. SHIM Anchor Substrate Distance Embedment 1)USE ONLY SUBSTRATE-APPROPRIATE ��� l j,Y LYNA.1 _ --{{-- 2-1/2"x.113"Box Nail P.T.Southern Pine(SG=0.55) 5/16" 2.438 ANCHORS LISTED ON TABLE 9.FOLLOW ��••'`�CENSF'• } 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438- EMBEDMENT AND EDGE DISTANCE LIMITS,ANY QC\.•' (C� I INSTALLATION OPTION SHOWN MAY BE USED '•� 2-1/2"x.146'Roofing Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 ON ANY SIDE OF THE WINDOW. =*: No.58705 TYP.ANCHOR TYPE, —� �C7 7tC EMBEDMENT AND EDGE _f— ��_ EDGE DISTANCE 2-1/2"x.146'Roofing Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 – DISTANCE PER SUBSTRATE, 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO -G SEE TABLE 9. - e P.T.Southern Pine(SG=0.55) 1/2" 1.375 REFERRED TO AS DAYLIGHT OPENING)IS %yJ•'• $ ` EMBEDMENT #10 Steel Trusshead SCMW Of 0.125'Aluminum,6063-T5 min. 5/16" 0.125 MEASURED FROM BEADING TO BEADING. O ST (SCREW SHOWN) _ #12 Steel,18.8 or 410 SS - ��''•.F<OmOP.••' \��� j Screw 0.050"A36 Steel 5/16" 0.05 VERTICAL SECTION D-D o.o4s'(18 Ga)Steel Stud,Gr.33 min. 5116^ 0.045 /S��NAL 1�� A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. A LYNN MILLER,P.E I P.E#55705 (`I 1 2.560" 3.186' 2.060" -�-I -- - 2.848" - - - - 2.848" - .. �- .062" 1.125" _ 2.848" -�{ .062" .062" .062" - - - 2.112" I T 2.724" 2.724" 2.724" 1.489' ,.ppraoad ut•complying wi16 tic: _ -- .987" 1.125" Dzurt. P.�Wing D .062'. .062" _ .062" �� 1ltissal!Ade Yto + ILtaA l Ot FLANGE FRAME HEAD O HEAdul D' FIN FRAME O EQUAL LEG FRAME HEAD O FLANGE FRAME JAMB O JAMBRAL FIN FRAME O EQUAL LEG FRAME JAMB - - -, - -- -� - - 2.798" 2.798" 2.798" 2.796"i 2.798" 2.798" -� co - UJI 3.466° - 1--i 341" 3.508° 4.133' - �' p1 �- `O. ' ❑ p. fD j ;062' .082' .062" .062° .082° .062" 0N O aJoO OQ, Q -� Zz O� �- W o f - ZLL (D °x ' 1.125"t. U LL .O 0 O AS n _ _ FLANGE FRAME SILL EQUAL LEG FRAME W a0 t-�. J pA1O1p O FLANGE FRAME SILL - - O EQUAL LEG FRAME SILL to HI-RISEW t2 SILL HI-RISE ~ - O4 INTEGRAL FIN FRAME SILL -' tt INTEGRAL FIN FRAME Z o Z -• - 2.273" -� SILL-HI-RISE - (!) LL 1 1.300" _ .120' 2.273" -� •. :3 O .170" - 4 t t SILICONE ` - HOT-MELT BUTYLSTRCTURAL - ® H W p " POLYISOBUTYLENE -114"NOM. STRUCTURAL 3/i6"NOM. .0 r i •2.772° - ' T} WIT}{ SILICONE - - _ Z 7aa4s Fir" .062•' I DESICCANT FOAM WITH - co U 2.211" L I 2.103' 1.235" _ DESICCANT a ZO Q 2.160"- .. - - - - .062"6 .062" EXT.GLASS O U O - EXT.GLASS w n I _ _ I INT.GLASS INT.GLASS = 1.300' -�•- 1.300° "d 1.300' �--• O Q W U .062' - - - SASH BOTTOM RAIL- 70 KODISPACE 4SG TPS 71 SUPER SPACER®NXTN apgo;ap salsas ' to SASH TOP RAIL to FIXED MEETING RAIL to HI-RISE to SASH BOTTOM RAIL t7 SASH SIDE RAIL 1t 11 L I I I J 1/!!! I ` oNY LYNN�i.,� ALUMINUM POLYISOBUTYLENE DESICCANTFlLL ;` GEN C 1 4.46" REINFORCEMENT SEAL 5/16"NOM. 111 617'Illlll���... I �!498" SILICONE SEAL P' '• .� 1.522" +•I .627' ,040' - •634"- -465" �, �• - L I' �•� ROLL-FORMED *.: No.58705 "'___SLL... BUTYL& STAINLESS STEEL *-_ •�0" .802' .802' .802" .802" - DESICCANT -O T FOAM ry] x813' 1 EXT.GLASS %O S AT��� ••�� 1 � - EXT.GLASS � T'•. II (O '•.'�CORIDP..•'G��� 1.370" �- .070" .070" .045" -�{�--• .050". INT.GLASS INT.GLASS x'17,,70NAL `to HEADR CHOR to SASH STOP COVER, ®IG BEAD 5a IG SNAP BEAD: 2e 5/16"LAM]BEAD 27 7/16"LAMI BEAD T2 DURASEALm 73 SPACER XL EDGE SPACER //! t `` n A M lJILLER LYNN MILLER,P.E. P.E.i158705 TABLE 11: Item PGT Part# Description Material 51 ASSEMBLY DETAILS FOR 1 642001—Head,Flange Alum.6o53-T6 FLANGE FRAMES 2 624017 Head,Integral Fin Alum.6063-T6 (OTHER FRAME TYPES SIMILAR). 3 ' 624028 Head,Equal-leg Alum.6063-T6 0 4 624604 Jamb,Flange Alum.6063-T6 4 4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6083-T52 1 5 624020 Jamb,Integral Fin Alum.6063-TB S1 Appmss°mmplyt"aau°u°' 5A jJamb.Integral Fin(Used For Altemate Radius Top Head) Alum.6063.752 Fb B 624031 Jamb,Equal-leg Alum.6063-TB MOAN 6A Jamb,Equal-leg(Used For Altemate Radius Top Head) Alum.6063-T5240 HEAD , amerromeL 7 624002 Sill,Flange Alum.6063-71`6 2 8 624018 Sill,Integral Fin. Alum.6063-TB INTERIOR s 624029 41 sill,Equal-leg Alum.6063-T6 JAMB 10 624003 Sill,Hi-Rise,Flange Alum.6063-TB 11 624019 Sill,HI-Rise,Integral Fin Alum.8063-T6 ? 12 `624030 Sill,HI-Rise,Equal4eg Alum.6053-76 4 14 13 624006 Sash Top Rail Alum.6005A-T61 INTERIOR 14 624005 Fixed Meeting Rail Alum.6005A-T61- 15 624012 Sash Bottom Rail-Hi-Rise Alum.6083-T8J'4MB _ � Y 16 624068 Sash Bottom Rail Alum.6063-T6 U.1 Z °, o n�a 17 sz4007 sash Side Rail Alum.6063-T8 FIXED MEETING RAIL w o 18 624051 Head Anchor Co%er Alum.6063-TB -p $ U) -� 19 624015 Sash Stop Alum.8063-TB O O N =w 'loo � O 25A 624009 IG Bead Alum.6063-T5 03 0 In Z 258 624D11 IG Snap Bead Alum.6063-T5 o m Z o 26 624013- 5/16"Lami Beading Alum.6063-TS Z u-�_ T= r�- d 27 624026 7/16"Lami Beading Alum.6063 TB SASH BOTTOM RAIL W LLo U C J en N 30 6TP247 Glazing Bead,Bulb Vinyl for#624023 Vinyl SASH Us a 31 BTP248 Glazing Bead,Bulb Vinyl for#624009󉋋 Vinyl 4 SIDE 16 c> o to 32 724046 sweep Latch(@ Top Rail) Cast Zinc - RAIL - o Z .. Z. 33 624049 Bottom Latch(@ Sill) Alum.6083-T6 JAMB Z J Setting Block(1/8"X 1/2"X 4") Neoprene O ! 35A IG Setting Block(1/8"X314"X4') Neoprene _ 358 724014 IG Snap Setting Block Vinyl 17 ® N W W 36 724044 Bottom Rail Weatherstrip Extension rn, J D ZW I'll's 37 724053 Sill Gasket Polyethylene 37 = N Z 38 724054 Sash Top Rail Gasket Polyethylene a: 39 724055 Sash Bottom Rail Gasket Polyethylene o j 0 Qo 40 724057 Head Gasket Polyethylene r Z o 41 724063 Meeting Rail Gasket. Polyethylene wr- 42 42 612260 Sash Bottom Rail Bulb Vinyl Polyethylene 39 INTEERIOR v ¢ =0MZ-:,43 Weatherstrip,.270"x.187",Fin Seal(@ MR) 44 67S16G Weatherstrip,.170"X.270",Fin Seal(@ Sash Side Rail) 45 Weatherstrip,.170"X.187".Fin Seal(@ Top Sash Reil) 46 %odes Balance with Cmer&Tdm Rigid Vinyl SILL TABLE 10:MATERIAL PROPERTIES USED `�. �p1`!LYNAt 51 781PSOX #8X1_PH SMS(Assembly) Stainless Steel 51 FOR ANCHORAGE CALCULATIONS: ; ��.•''`%CENSF''•CC�% 55 7834AA #B X3/4"Ph.PN SMS(Balance) Stainless Steel 7 Material Min FY Min.F. Q=;' 63 Alum.Screen with Fiberglass Mesh Varies steel Screw 92 ksi 120 ksi No.58705 INTERIOR 70 - Kommeriing Kodispace 4SG TPS 19-8 Scree 60 ksi 95 ksi - 71 - Quanex Super Spacer nXr See Sheet - - S_j 410 Screw 90 ksi 110 ksi =^0•: W, -,72 Quanexuraseal Spacer 10 for 51 Elco UltraCorO 155 ksi 177 kaf -0•, Materials NOTES: 410 SS Elco CreteFlex® 127.4 ksl 189.7 ksi T'•. '• 73 Cardinal XL Edge Spacer % •,,A(OR... 74 Dow 791,899 or GE 7700 Backbeddin Silicone 6063-T5 Aluminum 16 ksi 22 ksi �,,SS g 1)ALL CORNERS TO USE GASKET ANDIOR SEALANT. Or.3A36 Steel 3 Steel Stud 33 ksi 45 ksi NAL 2)SOME PARTSIOP71ONS NOT SHOWN ON DRAWING FOR CLARITY. A LYNN MILLER.RE P.E.rr 58705