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Product Approval (3)
MIAMI-DIADE file Copy MIAMI-DARE COUNTY L-k-A7,11k ME PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCE J ff ���� �1�V4 26 S(e Room 208 BOARD AND CODE ADMINISTRATION DIVISION ����// 86 2 90 F 78 315-2599 NOTICE OF ACCEPTANCE (NOA) CODE COMP`, °� Fade.¢ov/economy PGT Industries,Inc. ST. LU C I E COUNTY 1070 Technology Drive North Venice,FL 34275 BOLO SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having.Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SH7700A"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LW', sheets 1 through 11 of 11, dated 04/0 1/18,,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 ofthis product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change j in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this.entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.18-0430.06 MIAMI DARE COUNTY Expiration Date: August 23,2023 Approval Date: August 23,2018 Page 1 i i I 1: 4 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAWTED 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 seated by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition(2017), dated 04/23/18,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Y Manuel rez Product Con tr Exa finer NOA No. - 30.06 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017), dated April 24, 2018, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez,RE G. OTHERS 1. None. I Manuel er .E. Product Control E a ner NOA No. 18 O 30.06 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-2 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 17-13116"MAX.O.C. DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF /� THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 18.318"MAX. VARIES PER GLASS TYPE, LARGE 8 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. 17-21A"MAX. 17-3/4" 52-1/8"MAX.BUCK WIDTH 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY (17-1/4"BUCK) MAX f 0.112„MAX. 4-11116"MAX. APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE f I (9"MAX.BUCK) �- 5"MAX,O.C. ,1pp gl eoplylog wW+l� SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI B,SEE O.C. D.SEE�-{ Lcntq 6 PER ANCHOR TYPE. SHEETS e&9 SHEET 10 glo;_ Nlddfng r1 Ugis_A,SEE -}� C,SEE iOAM 4)ALL WOOD BUCKS LESS THAN 1.1/2"THICKARE TO BE CONSIDERED 1X INSTALLATIONS. SHEETS 0 69 6HEET 10 Nlaml Dude LYo lX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD I / BUCKS DEPICTED AS ZX ARE 1-1/2'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 �- TABLE S 6&7 I I '/ 17-3116"MAX.O.C. I%� OR ARCHITECT OF RECORD,(AOR). Oj I �' Oj 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MAX' 83" .N STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. MAX. g INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING 6 FLASHING STRATEGY 1 12-1116"MAX.O.C. Tp BUCK FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND x I Q _ TIP X' 4 HEIGHT a THE SCOPE OF THESE INSTRUCTIONS. EQUALLY SPACED I HEIGHT ANCHORS PER I I �/ 13.5116-MAX.O.C. I `/ 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS TABLES 8&7 0) NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 5"MAX. f/ j = 9-1/2"MAX. � -I O.C. I �/ C � w O � vna 7)DESIGN PRESSURES: (9"MAX.BUCK) '� ❑ (r c o t A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER q _ 81P. n ASTM E1300. 1 O N ? O B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE T B I NOANCHORS AT SILL D�__ _j chi Z Z TESTING AND GLASS PER ASTM E1300. T C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 53.1/8"MAX.TIP TO TIP WIDTH�1"WEEP NOTCH 4-11M6"MAX• -+r 1"WEEP NOTCH Z 11 c ' O AT EACH END AT EACH END = c v LLi 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS ELEVATION FOR TYP FLANGE FRAME ELEVATION FOR TYP.FIN FRAME SHOWN WITH uJ O U o o a u.«- CORRESPONDING TO THE REQUIRED DESIGN PRESSURE .THE 33.113%STRESS INCREASE Jj SHOWN WITH EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION a ¢ Z vna HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OFANCHORS INTO WOOD.ANCHORS THAT COME INTO fi y O_ CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE TABLE 1:ALLOWABLE GLASS TYPES Z u Z g'- FLORIDABUILDING CODE FOR CORROSION RESISTANCE. Gleam USER INSTRUCTIONS: ¢ 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER Type DescHPBon(Listed from Exterior to Interior) bl O w U- Teble N 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN ? J O CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING 1 118"AN,.090"PVB,1/8"AN 2 PRESSURE REQUIREMENT FROM ASCE 7. = 11J JURISDICTION. 2 13/16"LIG:1/8"AN CAP,AIRSPACE,1/8"AN,.090"PVB,118"AN 2 w 2)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW 0 9 J 10)REFERENCES:TEST REPORTS FTL 18.7835.1&18-7835.2:ELCO ULTRACON NOA;ELCO 3 13/16"UG:118"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN 2 IODy5 PRESSURE FROM TABLES 2-5.IT MUST EQUAL OR EXCEED THE CRETEFLEX NOS:NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 4 1/B"HS,.090"PVB,1/8" " 4 DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING y z ANSVAF6PA NOS 8 ALUMINUM DESIGN MANUAL 5 3118"AN,.G90"PVB,3/16"AN 4 Q OBTAINED IN STEP 1. a � J 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 6 1131161 LIG:3/16"AN CAP,AIRSPACE,1/8"AN,.09U'PVB,1/8"AN 4 O 3 DETERMINE THE ANCHOR QUANTITY FROM TABLES 6&7. f Z o 7 13/16"LIG:3/16"TP CAP,AIRSPACE,1/8"AN..090'PVB,1/e"AN 4 ) � Z =' 8 3118"AN,.090"S0,3116"AN 5 4 INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 8 J W 10 FIGURE A:ALLOWABLE SASH CONFIGURATIONS AND SHAPES )- -•-{ WIDTH �I WIDTH �� �{ WIDTH �- 9 3116"HS,.G90"SG,3/16"HS 5 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN ¢ C9 10 13116"LIG:118"AN CAP,AIRSPACE,1/8"HS,.OSO"SG.VW HS 5 INSTALLATION. +nu a >r/�5 T I I I 11 13116"LIG:1/8"AN CAP,AIRSPACE,3/16"AN,.DW SG,3/16"AN 5 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME 010 11 1111/ ��/• �� 12 131IS"LIG:1I8"TP CAP,AIRSPACE,1/6"HS,.090"SG,1/8"HS 5 PROCESS FOR ALL FRAME TYPES(FLANGE,INTEGRAL FIN OR ���� [LYNN,1�1 13 13/16"LIG:1/8'TP CAP,AIRSPACE,3/i6"AN,.090"SG,3/i6"AN 5 EQUAL LEGBOX). �� �ON• ""• '�7/ O S 14 13/16"UG:3116"AN CAP,AIRSPACE, 1/8"HS,.090"SG,1/8"HS 6 in 15 13/1G"LIG:3/16"TP CAP,AIRSPACE, 118"HS,.090'SG,118"HS 5 z �'• No.58705 O SG=KURARAY GENERAL NOTES................................................. 1 SENTRYGLAS®INTERLAYER BY 1 CODES 1 STANDARDS USED: KURARAY AMERICA,INC. ELEVATIONS.........................................................1 !'` !r RECTANGULAR RADIUS-TOP RECTANGULAR PVB=KURARAY TROSIFOL PVB INTERLAYER BY DESIGN PRESSURES/GLAZING DETAILS........2-4 :� ��!/ WITH EQUAL WITH PROVIEW WITH CUSTOM �2017 FLORIDA BUILDING CODE(FBC),6TH EDITION KURARAY AMERICA,INC. ANCHOR QUANTITIES..........................................5-6 �0 !3T TE OF ASTM E1300.09 G\ LITE SASH SASH SASH AN=ANNEALED INSTALLATION, ......................................7 '•��ORIDP.•' *ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION HS-HEAT-STRENGTHENED INSTALLATION,EQUAL LEG.................................8 ��7 SRO ``�� ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED.SHAPES ALUMINUM DESIGN MANUAL,AOM-2015 TP-TEMPERED INSTALLATION,INTEGRAL FIN............................9 //,INAL 11%%N MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING 9AISI S100.12 EXTRUSION PROFILES.........................................10 fill DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE GAISC 360.10 ASSEMBLY&PARTS LIST.....................................11 A.LYNN MILLER.P.E. TABLES ON THE FOLLOWING SHEETS. P.E.068705 .. ... .. ........ .. .. .... ... ...... ... ........ .... ......... . ........ .. ......... ............... ............................................ ........................... ...................................................................................... TABLE 2: _,_.. _......__ Bottom Sash Sash Height Design Pressure(Ihs/fe)for Glass Types 1&2 Description Re1Be Bn) -' -- Tip to Tip WIEth - - - ---- -- - - - - - - - - - - -- - forGitenRange 1S' 11 33" 1 37 41" 46' 49' 53.1/8• 24' Equal Re 12.464 +65.0 -80.0 -65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.1) -80.0 +65.0 -80.0 +65.0 .Egeei4ito 15.964 +65,0 •80.0 +65.0 -80.0 +65.0 .80.0 +850 -60.0 +65.0 410.0 +65.0 -80.0 +65.0 -8U.0 +65.D 1-80.0 5116'NOM. 31' Standard Prouew 12.9D4-15963 r65.0 -80.0 +65.0 -80.0 +85.0 i .60.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0; -80.0 -_I I-- GLASS STACK Shortest 12.464-IZ993 +65,0 -60.0 +05.0 -80.0 -65.0 -60.0 +66.0 .80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.01-80.0 AN GLASS 4.pplvl`ed asma r Wltk it. Equal•lite IRS52 +65.0 •80.0 +65.0 -8010 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 •80.0 +65.0 _.80.0 465.0 -80.0 .090"PVB !0Y FL:tit>,1)1781n�i Standard Prodew 15.944-19.651. +85.0 •6D.0 +65.D -B0.0 +85.0 -00.0 +65.0 -80.0 +65.D -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 •60.0 1/8"AN GLASS yctz 38.3/8' _Custom Size 16,131-15 943 +65.0 -80.0_ +65.0 •80.0 +65.0 -80.0 +65.D •80.0 +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 •65.0I-80.0 30 Na7A/i Custom Site 14.131-16130 +85.0 •S00. +65.0 -80.0 +65.0 -80.0 +85.0 •80.0 +65.0 •80.0 +65.0 -80.0 +65,0 -80.0 +65.0 1-80.0 2Ri:ad A A Pz act aatml aC Shortest 12464-14.130 +65.0 410.0 +65.0 -80.0 +65.0 -0O.D +65.0 -80.0 +65.0 -W.O +65.0 -80.D +65.0 -80.0 +65.01•80.0 26 1/2"NOM.Equal-lice 22964 +65.0 -80.0 +85.0 -00.0 +65.0 •80.0 +65.0 -0D.0 L65.0 -80.0 +65.0 -80.0 +660 4600 +65.0 1-80.0 GLASS BITE Custom Size 20.131-2290 +65.0 -80.0 +05.0 -%o +65.0 i -60.D +fi5.0 -80.0 +65.0 -80.0 +65.0 -80.0 +650 ,-60.0 +65.0 -80.0 EXTERIOR SW&,d Pmtlew 18.594-20.130 r65.0 -80.0 +65.0 a.0 +65.0'-60.0 +65.0 -80.0 +85.0 •8D.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80D 45' Custom Size 16.131-.18.593 +65.0 -80,0 +65.0 -1l +65.0 -80.0 +65.0 -0D.0 +65.0 •30.0 +65.0 -80.0 +65.0 _80 +65.0 4MO, 75 _ Custom Size 15.131•18.130 +65.0 -80.0 +65.0 -80.0 +65500 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 •? Custom Size 14.131-15.130 +65.0 -50.0• +65.0 -W.0 +65.0 -80.0 +65.0 '-00,0 +66.0 .80.0 +65.0 •80.0 +65.0 -60.0 +65.0 I•80.0 34 tr Shonesl 12.464-14,13D +65A -80.0 +65.0 -60.0 +65.0 -800 +65.D •80.0 +85.0 -00.0 +65.0 -00.0 •65.0 -80.0 ♦85.0 t-00.0 GLASS TYPE 1 Equal4ite 24.264 +65.0 •80.0 +65.0 .80.0 +65.0 •80.0 +65.0 •60.0 +65.0 -00.0 +65.0 -80.0 +65.0 40.0 _+65.0 -80.0 Custom Size 22.131•24.563 +65.0 -80.0 +65.0 •9[I.0 +65.0 -00.0 +650 -0D.0 +65.0 -11 +85.0 -50.0 +650 -0D.0 +85.0 -80.0 Standard F. 20.194.22.13D +65.0 -80.0 +65.0 -80.0 1+65.0 -80.0 +65.0 -80.0 +850 .80.0 +65.0 -80.0 '+65.0 -80.0 +65.0 -85 IlJ 11 QD W 49' Custom Size 18.131.20.193 +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 +65.0 -80.0 > C y Custom Size 16.131-18.130 +65.0 .80.0 +65.0 •80.0 +65.0 -80.0 •65.0 -8D.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.D +65.0,-80.0 w �11 _ _..._.............._. +65.0 80.0 +65.0 .80.0 +65.0 80.0 +65.0 -W.0 +65.0 .60.0 +650 -0D.0 +65 D -80.0 +65.0`-71.6 Custom Size 14.131-16.130 - - O O W '.. w SFronesl 12.464•14.130 +65.0 -000 +65.0 •80.0 +85.0 -0D.0 +65.0 -80.0 +65.0 •80.0 +65.0 •E0.0 +65.0 4t0,0 +65.0 •75.1 13/16"NOM. U N g N wc0 tZ' 0 Equal-lite 25.777 +65.0 -80.0 +65.0 -80.0 +650 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65U 4i0.0 •65,0 -00.0 GLASS STACK 0 v to Custom Sae 24.131-25.776 +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 +65.0 •60.0 +e50 •80.0 +65.0 -80.0 +85.0 -80.0 -8•00 _ Z o •65.0 -00.0 .090"PVB 0 J O o. W O Standard Pro4ew 20.844.24,130 +850 -00.0 +05.0 •80.0 *G5.0 -00.0 •85.0 -80.0 +65.0 -00.0 +85.0 -E0.0 +65.0 •80.0 •65.0 •80.0 AIRSPACE Z LL S o Se In 8• Custom Size 20.131-20.843 +65.0 -80.0 +65.0, -80.0 +850 •80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -0D.0 +65.0 •en +65.0!-00.0 1/8"AN GLASS =BJ m �. •18 Custom Sue 18.131-211130 +650 -80.0 +65.0 -50.0 +65.0 •80.0 •65.0 •60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 1/B"AN GLASS U U a ®j uxar0 W � i 4 J aN Custom Size 16.131.18.130 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 +66.0 .80.0 +65.0 -80.0 +65.0;•77.6 31 75 W e Q 9•NO Custom Size 14,131_16.130 +65.0 .80.0 +65.0 -BD.0 +65.0 •80.0 +65.0 -00.0 +65.0 -8D.0 +65.0 .60.0 +65.D •80.0 •65.0 •751 t`> Shortest 12.464.14.130 +155.0 .80.0 +65.0 •60.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65,0 r60.0 +65.0 -80,0 +65.0%-73.9 5 R SB 112"NOM. Z $ ? Equaldite 31,964 +65.0 -80.0 +650 -80.0 +65.0 -80.0 +65.0 -W.0 +65.0 .80.0 165.0 -0D.D +65.D -80.0 +65.0I-0OA GLASS BITE '- Ouslom Size 28.131.31.961 +85.0 •8D.0 +65 0 .80.0 165.0 40.0 +65.0 .60.0 +850 -00.0 +65.0 430.0 +65.0 -00.0 -BT -7r.8 EXTERIOR z LL Standard Pmdew 25.71 -28.130 +65 U -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 +65.0 •77.9 !\!`-�1 �_ 0 Custom Size 24.131-25.793 +65.0 -80.0 +65.0 -80 0 +65.0 _-80.0 +65.0 -80.0 +65.0 -00.0 •85.0 -80.0 +65.0 -80.0 +65.0 -72.7 N SY Custom Size 22131-24.130 +65.0• -80.D +65.0 •80.0 +65.0 -00.0 +65.0 •80.0 +65.0 -00.0 +65.0 450.0 +65.D •78.8 +85.0 -70.5 5®OR 5B 70-73 ® 0 Custom Size 2D.131-22.130 +65,0 -80.0 +66.0 -80.0 +65.0 -600 +65.0 •80.0 +65.0 .80.0 +fi5.0 -80.0 +65.0 77.1 +65.0 -08.4 V_ Z ;aaUS _ •85.0 410.0 +65.0 •75.4 +65.0 -06.5 Custom Size 18.131-20.130 +ss.D -80.0 +65.0 410.0 +66.0 -0o.o +e5.00 -80.0 +e'5.0 -80.D GLASS TYPE W +6s.o -0o.o +65.0 -0oa *ss.D -0o.o +65.D -n.1 +65.o a3 +sa.71 6s.7 Custom Size 10.131-18.130 +G5.0 -80.0 +65.D •30.0 g Shortest 13.194'-is,130 +65.0 -80.0 +65.0 -80.D +65.0 •1110 +65.0 -W0 +65.0 75.9 •65.0 •71.8 +65.0 -08.2 +62.3 -02.3 p Z J 0 EquaWle 38.464 +65.0 .80.0 +65,0 -80.0 +65.0 .80.0 -65.0 .80.0 +650 -80.0 +66.0 _-60.0 +65.0 -80.0 +65.0 -73.9 Mal Custom Size 36.131.311463 +65.D -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -W.0 +65.0 -60.0 +65.0 -79.8 +65.0 •71.6 toCustom Size 34,131•36.130 +65.0 -80,0 +650 -80.0 +65.0 .80.0 +65.0 -60.0 .65.0 •80.0 +65.0 •80.0 +65.0 •77.9 +65.0 -09.4 76` StarWardPtovew 30.994-34.130 +65.0 -00.0 +65.0 I-90.0 +65.0 410.0 +65.0 -80D +65 D •80.0 +65.0 -80.0 +G5.0 -75A +65.0 -0fi.5Custom Size 30.131-30.993 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 :n,0 + . -78.9 +65.0 -74.8 +e5.0 -65.6 Custom Size 28.131-30.130 +65,0 -60.0 +65.0 -80.0 +65.0 -80.0 -0.0 -80.0 +65.0 •78.1 +85.0 -75.3 +65.0 -71.9 +63.8 -63.8 Shortest 26AW-28.130 j+65.0 1 80.0 •65.0 -80.0 +65.0 -80.0 +650 -80.0 +65.0 -759 +65.0 •71.8 +65.0 -68.2 +823 •62.3 �� NY LYNN EquaNite 42.484 +85.0 -00.0 +8do -80.0 +fi5.0 -00.0 +85.0 •80.0 +660 -80.0 *65.0 -80.0 +65.0 -69.4 �� �•�''•• M�� eo.o +65.0 _....... �S.•''\tGENSF'•, 84" Custom Size 38.131 42.463 +fi5.0 -00.0 +65.0 •00.0 +65.05.0 •74.6 +65.0 -55.Stoddard Prvoiw 34.194'•38.130 +65.0 -8D.0 +6 -80.0 +65.0 -80.0 +65.0 •80.0 +65,0 -75.9 +65.0 -71.8 +65.0 -68.2 •62.3 -82.3 NO.58705 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 QA ((7� 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 7S 1OfAl j 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN=ANNEALED 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED A.LYNN MILLER,RE, 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=.NEAT STRENGTHENED REA 58705 TABLE 3: _.._. Gotham Sash Sash Height Design Pressure(Iblid')for Glass Type 3 Ocsoi ion . - - - - - . Range(in) Tip to Tip Width fur Gnen Range 18' 25" 33' 1 37' 41" 45" 49' 53-IIV 24' Equal-file 12.484 +65.0 •80.0 +65.0 -80.0 +65.0 a0.0 +950 80.0 +65.0 -S0.0 +65.0 -S0,0 +65.0 -80.0 +65.0 •80.0 ,1 13I16"NOM. GLASS STACK EquaNite 15.964 +65.0 -60.0 +65.0 .80.0 +65.0 -80.0 +65.0 •80.0 +e50 ao,o +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 I 31" Standam Pio%im 12.994-15.963 +650 -80.0 +65.0 M.O .65.0 .80.0 .650 -80.0 +65.0 -30.0 +65.0 -80.0 +65.0 -80.0 +65.0 -fti) ,090"PVB Shortest 12.464-12'993 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +650 -8D.0 +65.0 .80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 AIRSPACE Equal-fit. 19.652 +65.0 •80.0 +65.0 .80.0 +650 -80.0 +65.0 4D0 .65.0 -80.0 +65.0 •50.0 +650 -80.0 .65.0 •80.0 1IB"TP GLASS 1/0"AN GLASS eppld 9a4e0mp1YIWt o11d IW FbrIJn 9PIdIngC Sterdard Piciex 15.944.19.861 +65.0 -83.0 +65.0 -80.0 +65.0 -80.0. +65.0 -80.0 .65.0 -80.0 +650 -80.0 +65.0 -80.0 +65.0 -80.0 31 75 Wit 38-3I8' Custom Size 15.131-15.943 +65.0 -80.0 +65.0 •60.0 •850 .80.0 .65.0 .80.0 .05.0 -80.0 165.0 -80.0 +65.0 -80.0 +65,0 -BOLO - 4UAN Custom Siz. 14.131-15.130 +65.0 .80.0 +65.0 .0.0 +650 •80.0 +65.0 -B0.0 +65.0 -800 +65.0 -80.0 -66.0 -80.0 +650 -80.0 ry�py1 NWxol D.dc Pr1+Jnt1 tral M. Shortest 12,464.14.130 +65.0 -80.0 +65.0 -to +650 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -8U.0 +650 -80.0 +65.0 -80.0 5�OR 58 LA S BIT Equal-life 22.964 +61.0 -80.0 +65.0 4f0.0 +65.0 -80.0 +65.0 •eO.0 •65.0 -800 +65.0 -eO.0 +65.0 •80.0 +65.0 -S0.0 EXTERIOR GLASS BITE ._ a r Custom Size 20.131-22963 +65.0 4+A.0 +85,0 •80.0 +G5.0 -00.0 +65.0 4X1.0 +65.0 -SUO .65,0 -80.0 +65.0 •80.0 +85.0 •BOLO Standard Prodew 16594•20.130 +65.0 -80.0 +65.0 •80.0 +650 -80.0 +65.0 -600 +85.0 -80.0 +65A •80'0 .650 -80.0 +65.0 •BD.O 46' Custom Size 16.131•18.593 +650 -80.0 +65.0 -80.0 +65.0 -SOLO +65,0 BO.O +650 -80.0 +65.0 .80.0 .65.0 •80.0 +65.0 -80.0 70.73 Custom Size 15.131-16 130 +65.0 -80.0 +65.0 •80.0 +85.0 -80.0 +650 .60.0 +55.0 -90.0 +65.0 •80.0 +65.0 -80.0 +65.0 -MO ®OR 358 , Custom Size 14.131•15.130 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -SDo .65.0 -80.0 +85.0 -0D.0 +6s.0 -80.0 +65.0 -80.0 GLASS TYPE 3 Shodest 12.464-14.130 +65.0 -80.0 +65.0 -80.0 +B50 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -10 0 +65.0 -00.0 +65.0 -WO Equal-file 24.964 .65.0 -80.0 +650 '-S0.0 +65.0 -80.0 +65.0 -SOLO +65.0 -SO.D +65.0 -e0.0 +65.0 -80.0 +65.0 -$D.O Custom Size WA31-24.963 +65.0 .80.0 ,65,0 -80.0 +65.0 -80.0 •65.0 -80.0 +65.0 -80.0 +no -80.0 .65.0 •80.0 +65.0 -BOLO Standard Pro•Aew 20.194.22.130 +65.0 -80.0 +05.0 -80.0 +65.0 .80,0 +65.0 -60.0 +65.0 •80.0 +65.0 •8D 0 .65.0 •80.0 +65.0 -10.0 lL 0 Go 49" Custom Size 15.131•20.103 +65.0 410.0 +65.0 •60.0 _+65.0 •80.0 +65.0 •80.0 +650 .800 +65.0 •80.0 +65.0 •80.0 +65.0 -80.0 > m Custom Size 16.131-18.130 t65.0 -80.0 +85.0 •80.0 +65.D -SO.0 .65.0 .80.0 +65.0 -80.0 +05.0 410.0 465.0 -80 0 +65.0 -BOLO ___.._.............._...__80.. +65.0 -80.0 +65.0 -80.0 �O � O fA Custom Size 14.131-16.130 +65.0 -80.0 +65.0 •80.0 •B50 -S0.0 +85.0 -00.0 +05.0 80.0 +85.0 -00.0 Shortest 12.ZT-14.130 +650 430.0 +65.0 -80.0 +6&0 -80.0 +65.0� 80.0 +65.0 -80.0 +650 -80.0 +65.0 •00.0 +650 -80.0 � 010 � Equal-Bte 25.777 +65.0 -0D.0 +65.0 -80.0 +850 -80.0 +65.0 -80.0 +65.0 -e0.0 .65.0 •80.0 +65.0 •80.0 +65.0 •80.0 [V z u.u. 0 Z Z o o. Custom Size 24,131-25.776 +65.0 -80.0 +65.0 -80.0 +66.0,•60.0 +65.0 -SOLD +65.0 -SOLO +65.0 -80.0 +65.0 -80.0 465.0 -60.0 0 J O aF W O F Stardaid Pmgm 20.844.244130 +650 -80.0 •650 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 .65.0 -80.0 +650 •80.0 Z LL CO m x n r a Custom Size 20.131-20.543 +65.0 -80.0 +65.0 •80.0 +6&0 -00.0 +65.0 -80.0 +65.0 -80.0 +66.0 •80.0 +65.0 •83.0 +65.0 -BOO =W G 50-516 Custom Size 18.131-20.130 +65.0 41D.D +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +650 -M.0 +65.0 -80.0 +65.0 -80.0 +66.0 -80.0 W U 0000 d a _I q Custom Size 16.131-18.130 +65.0 -00.0 +65.0 •80.0 +65.0 -00.0 •650 -S0.0 +85.0 -80.0 +66.0 -S0.0 +65.0 -S0.0 +650 •10.1 G W a Custom Size 14.731•18.130 +65.0 •80.0 +65.0 •80.0 +65.11 -00.0 +65.0 -80.0 +65O -80.0 •65.0 •80.0 +65.0 .80.0 +65.0 -80.0 r 7 r Shortest 12.d64-14.13U +650 430.0 +85.0 -80.0 +05.0 -S0.0 +650 -00.0 +65.0 •80.0 +05.0 -S0.0 +65.0 •80.0 +650 -00.0 ` Z u Z Equal4he 31.9646 +65.0 -80.0 +65.0 •80.0 -65.0 -80.0 +65.0 -80.0 +65.D -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 .80.0 Ur Custom Size 28.131-31.963 +65.0' w8t10 +65.0 -60.0 +65.0 410.0 +65.0 •80.0 .65.0 .80.0 +65.0' -80.0 +65.0 -80.0 +65.0 -80.0 LL StaMadProAew 25.794-28.13D +-65.0 4i0.0 +65.0 -80.0 +65.0 -S0.0 •65.0 -80.0 +65.0 -80.0 +650 -80.0 +65.0 410.0 +65.0 •80.0 � 0 = M Custom Size 24.131-25.793 +65.0 -W.0 +65.0 •80.0 +65.0 -80.0 +650 -80.0 .65.0 -SOLO 165.0 430.0 +65.0 -80.0 +W.0 -80.0 N W 63° Custom Size 22.131-24.130 +950 -80.0 +65.0 •SO 0 +550 410.0 +65.0 •SO 0 +650 4K1.0 +65.0 -80.0 +65.0 -80.0 +65.0 41D 0 ® A: Custom Size 20.131•22130 +65.0 430.0 +65.0 -S0.0 +65.0 430.0 .65.0 -S0.0 *65.0 .80.0 +65 D -80.0 .65.0 -60.0 +65.0 -780 ie ravv, Z Custom Size 18.131-20.130 +65.0 -80.0 +85.0 -80.0 +65.0 •60.0 +65.0 -80.0 +66.0 •SOLO +65.0 -80.0 +65.0 -80.0 +65.0 -15.8 7 Vj Cuslom Sizn_ 18.131•18.130 +85.0 •80.0 +65.0 -80.0 +BSO -80.0 +65.0 •80 D +65.0 -S0.0 +65.0 410.0 +65.0 410.0 +65.0 •73 8 LL W Q Shortest 13.194•_16.130 +65.0 -B.0.0 i65.0 •80.0 .66.0 •80.0 +66.0•-80.0 .65.0 •80.0 .85.0 •80.0 +66.0 -77.7 +65.0 •71.0 p _.1 O O Equal-rite 30.464 +650 -80.0 +65.0 •80.0 +66.0 -80.0 +65.0 .800 +S&0 •80.0 +�.0 •80.0 +65.0 -10.0 +65.0 -80.0 F= Z in Custom Size 36.131-:18.463 +65.0 •80.0 +65.0 •80.0 +65.0 .80.0 -65.0 1-80.0 +85.0 .80.0� +65.0 -80.0 .65.0 -80.0 +65.0 40.0 F- _ Custom Size 34.131-36.130 +G5.0 80.0 +65.0 •60.0 1+65.0 -81.0 +85.0 1 d0.0 +G5.0 .80.0 .65.0 •8D.0 +65.0 -8D.0 +65.0 -79.1 JQ 0. N 76' Standard ew Prcl 30.994-34.130 +650 -80.0 +65.0 -80.0 +66.0 -80.0 +65.0 -800 +650 -60.0 +65.0 -S0.0 +M.0 -80.0 405.0 -75.B Custom Size 30.131•30.993 +65.0 -80.0 1+65.0 -80.0 +65.0 -80.0 +650 -80.0 .65.0 •80.0 +65.0 -80.0 +65.0 1-80.0 1+65.0 1 •74.8 Custom Size 28131-30.130 +65.0 -80.0 *MO -60.0 .650 -80.0 +65.0 •80.0 +05.0 •80.0 +65.0 .60.0 465.0 -80.0 +65.0 .72.7 1\\ Stodesl 28.194•-28.130 +65.0 -80.0 +65.0 -80.0 +85.0 -0D.0 +65.0 -80.0 +65.0 -80.0 +650 -80.0 +65.0 -77 7 .65.0 -71.0 N\h\ 0 LYNN 1// Equal-file 4246a +65.0 -80.0 +65.0 43D.0 +650 -S0.0 +65.0 4i0.0 +650 •80.0 +65.0 -0D.0 +fi5.0 -80.0 +65,0 •79.1 `�� �O• �� 84' Custom Size 38.131-42.d63 +fi5.0 -B0.0 +65.0 -80.0 +65.0 •Bp.O +65.0 -S0.0 +65,0 -S0.0 +fiS.0 -BOLO +65.0 4T0.0 +650 -74.8 ,3�.•- \..... •, .-_ _ ._a: .._............_ _ IST StalladProuew 34AW-38.130 +66.0 -80.0 +65.D -80.0 +65.0 -80.0 +65.0 -00.0 +650 -SOLO +65.0 -00.0 +65.0 •77.7 ♦65.0 -71.0 N0.58705 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 `MINIMUMSASHHEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 -pMINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TOTIP HEIGHT-49.806 Oy'MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 ��Q tTE JF ((/,: 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/10NAL 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 REp 58705 .. ...... ..... .. ... .. ...... ... .... .. ...... ... ..... .. .. ............... .. .... .. ... .. ................. ..................... .... ......., .......... .... ...... ............ .................................................................. TABLE 4: __- TABLE 5: Design Pressure(lbs/3)for Glass Types 4-7 5116°NOM. Dasl n Pressure for Glass T 6s 846 3116'AN GLASS wia"HS GLASS I` GLASS STACK _ eollom Sash Tlp To TIP .090"SG .090'SG 9oltom Sash Sash Rang, Tip To 71D 118"HS GLASS Description -Sash Heigh Width 30 3116'A GLASS 30 3118"H GLASS Description Widm .090"PVB Range liRl - 1langa Lin) 61f Gitert Range 53.119" 2B 26 for Ghan Range 53.1/B" 3D 1I8°H LASS - - 24" E ual-lice 12484 +85.0 410.0 24" Equal-Ime 12464 +60.0;•710.0 1/2'NOM. 12"NOM. CERFOR q GLASS SITE GLASS BITE Equal-lily 15.984 +eSO •80,D 28 Equaldite 94.115115.9e4 480.D -110.0 E ._..�-_ trt`NOM. 31" Smndem ProlAew 12994.15983 +80.0 -110 0 31' Standard PrON.eW 12.994.16883 +85.0 430.0 GLASS BILE - 7d .._.....Short - E%TERIOq s0odest 124&1-12.003 +80.01 A10.0 74 Shortest 12.404.12B53 a85.0 •BD.D -� Equal4lLe 19.FS2 +80.0 -110.0 34 74 4VVrava6wwaLPb�gwttb0° Equai40e 19.652 +65.0 -80.0 74 GLASS TYPE a GLASS TYPE 9 nor B�ddin8 C Stentlatd Provlow 15044.1985t +65,0 430.0 Standard PfoA 15.944•19.651 ♦90.0 -110 0 Belt 3a-la' Custom Size 15.131-15.843 a65.0 -80.0 J4 GLASS TYPE 4 38318' Custom Size 14.131-15.130 +80.0 -110.0 - VOAd Custom Size 14.131-15.130 +65.0 -80.0 LLslom 31za 14.131-15.100 +80.0 -110.0 Imo- GLASS 13116"NO A I•�_ BIAS"NOM. yt,ml ppdp%j'mduA lro! Shortest 12.404.14.130 180.0 -1100 GLASS STACK -�I GLASS STACK Summed 12.464-14.130 +65.01-80.0 GLASS NOM. .090"SG .090'SG L.. Equal4llo Y1.964 +65.0 •eU.O GLA55 STACK Equalusioni Se 31.22 +80.0 -110.0 AIRSPACE AIRSPACE Custom Size 20.131-22.561 +65.0 -80.0 Standard Size 18,594-20.D63130 +60.0 -110.0 1!8"AN GLA 118°HS GLASS 1/B'AN GLASS 3116"AN GLASS 3116°AN GLASS Slemlad Protiaw 18.584-20.t30 +80.0 •170.0 71 74 fR Slendad PtoNew 18.59M1-20.130 +65.0 •80.0 .090"PVB 74 4S Custom Size 16.i31-18.593 +65.0 43Q 0 30 3116' GLASS 45" Custom Size 18.131=18.593 +80.0 •110.0 r. Cretan Size '15.131-16.130 +85.0 4L0.0 Custom Size15.731 16.130 +80.0 -110.0 �R 5 12'NOM. �R 12"NOM. 27 GLASS BITE I GLASS BITE „- Custom Size 14.131•15.130 +65.0 -80.0 12`NOM. Custortt Size 14.131•15.130 +80.0 -110.0 %TERIO 3halest 12464-14.190 �fii0 •80.0 EXTDRIOR GLASS BITE Shodesl 12.484.14.t30 +80.0 •110.0 Equal-ile 24.954 +6a0 •80.0 � Egom Siite .24.96q +80.0 •110.0 70.73 70.73 Custom Size 22,131-24.063 +650 •80.0 74 Custom Size 22131-24.063 480.0 -110.0 ®OR 5 Standard Protiew 2O 194.22130 +80.0 -110.0 GLASS TYPE 10 GLASS TYPE 11 Stendam ProUew 20.194-22.730 a85.0 -80.0 34 - � 49" Custom Size 18.131•20.193 +05.0 -60 0 GLASS TYPE 5 49" Custom Size 18.131•20.193 +80.0 -110.0 W Custom Size 16.131-18.130 a65.0 -80.0 Custom Size 18.131•18.130 +BD.D -110.D 1311, NOM. 13I16'NOM. R 0 O Custom Size 14.131-16.13D -65.0 -80.0 Glstom Size 14.131-Is 130 +800 -1t0.0 -'I �- GLASS STACK �~ GLASS STACK Q' w ''r 13116"NOM. O 0 SMrlest 12464•t4.130 +85.0 -10.0 GLASS STACK Sho4est I2.464-14.130 +80.0 •7too AIRSPACE .090'SG AIRSPACE A90'SG }r clop O 4 Equal-lice 25777 +65.0 410.0 .090•PV8 Equallile 25.777 +80.0 -110.0 (D N g y � 0 AIRSPACE Custom Sire 24.131-25.776 +80.0 -170.0 1!8'TP GLASS 1!B'HS GLASS 118"TP GLASS 3116"AN GLASS 0� +-w U) Z Custom Size 24131•25.778 +65.0 410.0 - 31 74 31 74 -1 Z O F Standard Pm4t+r 2D.844.24.130 +85.0 :R 3118•AN G 118'AN GLASS a Standard Pmriew 20.843.24.130 +80.0 -170.0 0 J O a of W O c 77 Custom Size 20.131-20.643 +800 A10.0 5 OR Z IL mr. g_. Ctstorn SILK 20.131-20643 +6.5.0 -80.0 74 t: 5D6lB' - - �R ° 11Z'NOM. 112"NOM. =LLI o X 1.= SOSiB' Custom Size iB.191-20.130 +65.0 �0.0 Custom Sue 18.131•20.130 +80.0 -110 0 GLASS BITE GLASS BITE " B E%TER R PXTERIO U U 9 cr4tn�( ®OR 12'NOM. Custom Size 16.131-18.130 +80.0 -110.0 W- a0 J •oy Custom S¢tl 18.131-18.130 •55.0 RO )....Z sT Lo Custom Size 14.131-16.130 465.0 -80.0 GIASS BRE Custom Size 14.131-Is 120 +60.0 -110.0 70.73 g Mp Shortest 12.404-14.130 +65.0 •8001�3 Shortest 12484.144130 +80.0 -110.0 70.77 p5�p�p Egn01-lily 31.984 +&5.0 -80.0 7677 EquaHite 31.954 +BO.0 -110.0 �oR 3 `-� R •+ Z p Z GLASS TYPE 12 GLASS TYPE 13 U Custom Size 28.131-31 963 +65.0 -60.0 ©OR • Custom Size 28.131•31.863 +60.0 -11D0 v GLASS TYPE 6 Standard Prodew 25.794.28.130 +80.0 .1100 U Standard Sate 24.134-28 7 93 +65.0 410.0 - ll. Custom Size 24.131-25.783 +65.0 _-800 Cualan Size 24.131-25.797 +50.0 -110.0 13118'NOM. 13118'NOM. � 0 B3" Cuslam Size 22.131•24.130 +65 0 -80.0 I 13118"NOM. GLASS STACK 6T Custom Size 22.131-24.130 +80.0 -110.0 GLASS STACK = sr �~ GLASS-STACK Custom Size 20.131-22.130 +80.0 .110.0 .090'SG .090'SG '� m J Custom Size 29.131-22.130 ♦65.0 -80.0 -�I AIRSPACE AIRSPACE Custom Size fe.i37-20.t30 +85,D .60.0 AI*RIA VB Custom Size 10.131-20.130 +60.0 •110.0 3I1B"AN GLA9 1/8'HS GLASS 3/18"TP GLASS 1/8"HS GLASS Z 14uvf; Custom Size to 131-18.130 +65.0 •80.0 3118"TP Custom Size 18.131-16.130 +80.0 •110.0 _ _ GLASS 7t 7a 7t 74 �j N shortest 13.194'-10.130 r65.0 410.0 Startest 13.704•-.18.73D +80.0 -N0.0 Q Equal-lito 38.464 +65.0 .80.00 Equal4me 38.464 +80.0 -110.0 OR SB 12"NOM. ®0R 1!2'NOM. O Custom Sim 36,131-38.4113 +85.0 •80.0 ®ORM. Custom 91ze 38.t97-38483 +80.0 -710.0 ElEHXN GLASS BRE EXTERIOR GLASS BRE F ? QCustom Slza 34.131-36.130 +85.0 •80.0 EXTERrBITE Custom Size 34.131•3d130 +800 -t10.076' SlandaN Prodew 30.994-34.130 +65.0 .80.0 76' standard ProNew 30.994-34.130 +B0.0 -110.0 dCustom Size 30.131-30.993 +80.0 -110.0 70.73 70.73Custom Size 30.137•30.993 +65.0 -00.0 ®OR 5A ORCustom Size 28.131.30.130 +05.0 -80.03 Coslom size 28.131-30d3o +BoO -1T0.0 GLASS TYPE 14 GLASS TYPE 15®5 OSltatd4l 28.184••25130 aB5.0 430.0 Shales( 20.t84'-26130 +80.0 i-110.0 \\ E, 141te 42.464 ♦86.0 •00.0 EquaHite 42.464 +80.0FIO. \ ON`j LYN'A.A, B4' Custom Size 38.131-42.483 +65.0 410.0 B4' Custom size 38.131-;42483 +BD.O ;�`��•''�tGENSF''✓/,�C 5tandad PmJew 34.194•-30.130 +85.0 4i0.0 Standad PIOV"34.194•-38.130 +80.0 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT_49.391 No.58705 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 ' MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS I5:BUCK HEIGHT-48.806 1 '�` ;�0,�'.• S ATE OF 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. i��NAt'L�I,G\\` 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.EN 58705 ... ..... ......... .... ......... .............. .. ................................... ........ .............................................. .,,.........I........................ ...-.......................... ...........................,......,.........:........................... ........................ TABLE 6: Anchor Quantities Required for Tip to lip Width "Through-Frame"Installation Is, 25" 33" 3r 41` 45- 49 53-118" usinn Glass Tvves 1-7 Jamb Jamb Jamb Jsmb Jamb Jamb Jamh Jamb - - ¢ ¢ ¢ ¢ ¢ rc v K ¢ k ¢ ¢ ¢ ¢ ¢ ¢ Bottom sash �' g a 2 Z 2 g '§ "' f M c 5 E Dosed tion Sash Height B a, m > sR ,xR u = a x v x a� x B P Ran9e(in) tt x 6 = 32S x RR g x c g b x 4 x for Open Renga ¢ m m ¢ m 3 m m ro ¢` m m TABLE BB: 20' EgdeN4o 72.464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 7 2 2 1 2 2 Glass De6C7IPtIOn(Elated from Exterior to Interior) Equal4du i5.WA 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 type appmred ascmlplyL91(1rl1L 4St 31- Standard Prou" lZ934-15.063 2 2 1 2 2 1 2 2 t 2 z 2 2 2 2 2 2 2 2 2 3 2 2 2 1 118"AN,.090"PVB,1/8'AN D 11d B)r61L•.0C - Stoutest 12.464.IZO93 2 2 1 2 2 1 2 2 1 2 2 2 $ 2 2 2 z 2 2 2 2 2 2 2 2 13116"LIG:1/8"AN CAP,AIRSPACE,11W AN,.097"PVB,1/8"AN Cp Equal-rite 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 7 2 2 2 2 2 2 3 13116'LIG:1/8"TP CAP,AIRSPACE,1/8"AN,.09W PVB,1/8"AN tdlcrol Dade Pn:du4l Caat"I Standard Preview 15.944.19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 1/8"HS,.090"PVB,118"HS 383/8" Custom Sue 15.131.16.943 2 2 1 2 2 1 z 2 1 2 2 2 2 2 2 2 2 z 2 2 2 2 2 2 5 3116"AN,.09W PVB,3/16"AN I Custom Size 14.131-15.130 2 2 t 2 2 1 2 2 t 2 2121212 2 2 2 2 2 2 2 2 2 2 6 13116"LIG:3116"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN Shortest 12 464-14.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 212.1 2 2 2 2 2 7 13116"LIG:3116"TP CAP,AIRSPACE,1/8"AN,.0901'PVB,1/8"AN Equel-lite 22964 2 2 1 2 2 1 2 2 1 2 2 2 z. 2 2 2 2 2 2 2 2 2 2 2 Custom Size 20.131-22.983 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard Pmaew 18.594-20.130 z 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 " 45- Custom Size 16.131-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size IS171.16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 14,131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shortest 12.464.14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 O Y Egoal-lite 24.964 2 2 t 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 LU z Custom Size 22131-24.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2-2 p 'nay Standard Proliew 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 o N 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 O N g 9 atop O Custom Size 16.131-10.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 sr re U) O Custom Size 14.131-16.130 3 2 1 3 2 t 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 O M Z Z Shortest 12.464.14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 O p W O P Z y Equal-tile 25.777 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 �3 � 76 f` = Custom Size_ 24.131•25.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 W U d J soap my o Standard PmV- 20,844-24J30 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2' 2 2 2 T 2 2 2 2 (_Z W m 4 :M;7 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 n L[ F Fe 50.5J8' 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 f a Custom Size 16.131-16.130 3 2 7 3 2 1 3 2 1 3 2 2 3 2 2 3 2 '2 3 2 2 3 2 2 O Z Z L_l�J Custom Size 14.131-16 13D 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 .-• ---Shortest 12464-I 13D 3 2 1 3 2 1 3 2 1 3 212 3 2 2 3 2 2 3 2 2 3 2 2 m 0 Ia O Equal-hlo 31.954 2 3 1 2 3 1 2 9 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 = } 1A Custom Size 28.131.31,963 3 3 t 3 3 1 3 3 1 3 3 2 3 3 2 3 .3 2 3 3 2 3 3 2F- Standard Pmdew 25794•28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 # d Z~ _ 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 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 z 2 CO) 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 � p Custom Size 18.131-20.130 3 2 7 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 O Z O O Custom Size 18.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 U = Smartest 13.194•-16.130 4 2 1 a 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 O J Z r11 Equal-lite 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 4 C 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 a!1!1 � 0 saus5 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 PrpJew 30.994-34.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size 30.131-30.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 ♦♦ ONY LYNAf Custom Size 28.131-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 9 2 3 3 2 3 3 T 3 3 2 F••��� �i Shortest 26.194'-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 ♦ 10EN$ 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, ` •• '���% Equsl•I!te 42.4e4 3 a t 3 4 + 3 4 t 3 a 2 3 4 2 3 4 2 3 4 2 3 4 z SUBTRACT 1'FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE \ No.58705 84- Custom Slze 38.131-42.463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 WINDOW SIZE. 1* Standard Pmdew 34.19d•-38.130 4 3 1 4 3 1 4 3 t 4 3 2 4 3 2 4 3 2 d 3 2 4 3 2 f/l 2 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 ! l MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 O,�'.• AT OF lV MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT•49.808 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE I ♦s/!°<ORIDP.,� MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-46.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. i S G 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN ,Jll11 NAL 101,♦ PRESSURE OF-65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A.LYNN MILLER,P.E. P.F-#58705 .......................... ..... ............ ...... .........................................I............................ ....... ............ .............. ........................................_.......-............ .............. .............. ..............._................... ..... ............................................ VI • TABLE 7: Anchor Quantities Required for Tip to rp Wain "Through-Frame"Installation 10- 25• 33° 3T 1 41" 1 -45' 1 49" 1 63-11W usinq Glass Typee 8-15 Jamb Jamb Jamb Jamb Jamb Jemb Jamb Jamb m ¢ z m z 5 b m b o; m a rr ¢ U m m m M Bohan gash Sash Height 33 ffi � �' g S '" g Oescdplion Range(in) 9 x Z x 's x S " $ x 3" for Given Range a, 3i 'a a 8 a 1f 3 a a m a m ¢ m m a m ¢ °o{ ¢ m m TABLE 7B: 24" Eglml4te 12.464 1 2 1 t 2 1 1 2 1 1 2. 2 1 2 2 1 2 2 112 2 1 2 2 Glass Ok Equal-lite 16.9S4 1 2 1 1 2 1 1 2 1 1 2 2 1 z 2 1 2 2 t 2 2 1 2 2 TYPe Description(Listed from EXtedorto Interlor( App umits�4sotplp1sL1" It 31' Standard Purview 12994-15.963 2 2 1 2 2 1 z 2 t 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 8 3115'AN,.090"SG,3l18"AN Bak Shortest 12.464-IZ993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 NDA# Equal4ita 19.6$2 2 2 1 2 2 1 2 2 1 2 z 2 z z 2 2 2 2 2 2 2 2 2 2 9 3115'HS..090"SG,3116"HS - t41aw1 P1'o5`4 Standard Proliew 16.944-19.851 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 10 13116"LIG:116"AN CAP,AIRSPACE,1!B"HS,.090"SG,11B"HS 38-318" custom s+ze 16.13t•15.sa3 2 2 1 2 2 _1 2 2 1 2 2 2 2 2 z 2 z_z z z 2 2 2 z 11 13/18"UG:116"AN CAP,AIRSPACE,3116"AN,.090"SG.3/16"AN caamm Size 14.131-ts.13o z 2 i 2 z 1 z 2 1 z z 2 2 z 2 2 2 2 z 2 2 2 2 2 12 13l16"LIG:118"TP CAP,AIRSPACE,118"HS,.OW'SG,118"HS Shortest 12.464-14.130 2 z i 2 2 1 2 z 1 2 2 2 z 2 2 2 2 2 2 2 2 2 2 2 13 13116"LIG:118"TP CAP,AIRSPACE,3116"AN,.09U'SG,3116"AN Equal4ite 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 14 13116"UG:3116"AN CAP,AIRSPACE, Custom 31za 20.131-22.963 2 z f12 2 t 2 2 1 2 2 2 2 a 2 z 2 2 z 3 2 2 3 z 15 13/78"LIG:3116"TP CAP.AIRSPACE, 118"HS,.090"SG,1/8"HSzi Standen Pmliew 18.594.20.130 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 245' Custom Size 16.131-18.593 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3Custom Sizo 15.131•±A30 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Custom Size 14.131•15.130 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Stmrtest 12.464-14.130 3 2 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3Equal-lits 24.984 2 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2Custom Size 22131•24.963 2 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 @0Standard Prouew 20.194-22.130 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 a�49' Custom Size 10.191-20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 o O f!) 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 N z Custom Size 14.131•16.130 3 2 1 3 2 1 3 2 f 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 07 Z C3 O ;7 W P Shortest 12.454-14.130 3 2 1 3 2 1 3 2 1 3 2 2,3 2 2 3 2 2 3 2 3 3 2 3 0...1 0 a W O Equal4lte 25.771 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Z m Custom Size 24.131-25.778 2 2 t 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 = 0 a s ,� ~ W U a4p ®� J uro:p rpp o Standard PmHaw 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-Z R ! can¢ ¢ WAG 50.518- Custom Size 20.131-20843 2 2 1 2 2 1 2 2 1 2 2. 2 2 2 2 2 2 2 2 2 2 2 3 3 O •�•�}F & Q4 1 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 3 3 Z ao Z _ Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 `� J Custom Size 14.131-16.130 3 2 1 312 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3LL Shortest 12.464•14.13D 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 m 0 j H O EquaHite 31.9B4 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 3 U) t0 Custom Size 20.131-31.983 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 4 3 J Standard Purview 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 (9 Z 1+auS Custom Size 24.131•25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 9 2 3 3 2 3 3 3 3 3 3 Z 8T 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 !'n 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 0 0 Custom Size ISA31-20.130 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 Custom Size 16.131-2.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 2 3 4 2 3uj ' K U = Shortest 13.194-•16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 9 4 2 3 U J Z ryJ Equal•14e 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 ¢ Q Custom Siie 38.131-36.469 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 a1;y. 'osep xw�a5 Cullom Size M 137 36.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 78- Standard ProNew 30.994•34.190 3 3 1 3 3 1 3 9 1 3 3 2 3 3 2 3 3 2 3 4 3 4 4 3 30.131 Cruslam Size 26.131-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 4 3 3 4 4 3 `�� \7\j,0 ..�..... -- Shatesl 28.194•-28.130 4 2 1 4 2 f 4 2 1 4 2 2 4 3 2 4 3 2 4 3 3 4 3 3 _ �_'<:•'y1cENSF'•.�����i Equal-Bte 42.464 3 2 1 3 2 1 3 a 1 3 2 2 3 4 2 3 a 2 3 a 3 3 5 3 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, ' 84' Custom size 38.131•42.483 3 4 1 3 4 1 3 4 f 3 4 2 3 4 2 3 4 2 4 4 3 4 5 3 SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE No.58705 WINDOW SIZE. YF Standard Pnniew 34,1041.38.130 4 3 t 4 3 1 4 3 1 4 3 2 4 3 2 4 4 2 M74 3 4 4 3 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SIZE. - WE MINIMUM SASHHEIOHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCKHEIGHT•48.391 3)FOR RADIUS TOPWINDOWS,FIND THE SMALLEST WINDOW SIZE INTHETABLEABOVE 0 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 �� p •• MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. �s •.,�OR..... � 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TOA MAXIMUM POSITIVE DESIGN ''7,;570NAL 01'G\`�%% PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A LY AMILLM P.E. P.E.#58705 .. ....... .... .... ................... ........ .........,................... ............................................... ,............,............................................... .........................._:...,.:......................................................_................... INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHOREDTHROUGHFRAME ANCHORED THROUGH FRAME AND IX EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 �----- SEE NOTE 2.THIS SHEET. ANCHOREDTHROUGH r T EMBEDMENT I - EMBEDMENT FRAME INTO 2X WOOD - _..{- T._..__...; F- •_:'] � 1/4"MAX SHIM 1/4"MAX SHIM -+{ �+— FRAME OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. - �.�)1 I <(C-� -� EMBED- SASH( C I p SASH V*_, EDGE ' MENT l�' 7 EDGE �' a .I LIGHT I CEDISTANCE D STAN 1/4"MAXSHIM -- 10FIXEDVISIBLE27 L ____ JLIGHT WIDTH /SEETABLE �iNOTEB.FORHEAD TYPE18 TYP.ANCHOR TYPE, FIXED EMBEDMENTAND VISIBLE EDGE DISTANCE PER _I K LIGHT SUBSTRATE,SEE 91 6 OR 6B HEIGHT TABLES. TIP TO TIP WIDTH TYP.ANCHOR TYPE, Ji_ r EMBEDMENTAND 32 EXTERIOR HORIZONTAL SECTION A-A EDGE DISTANCE PER LU .,ay TYP.ANCHOR TYPE, SUBSTRATE,SEE o (� 45 EMBEDMENT AND EDGE �J R O --• DISTANCE PER SUBSTRATE, TABLE 8. Q N 14 SEE TABLE S. —�I 1/4"MAX.SHIM aln0 O VISIBLE LIGHT FORMULAS: O a O DAD E APPROVED MULLION.FBC _j ~ Z p 46 55 (SHOWN FOR HI-RISE SILL;SEE _ o F COMPLIANT ALUMINUMISTEEL FRAMING O ILO W o SHEET 9 FOR STANDARD SILL) Z rp o¢ _ r TIP 43 � OR STEEL STUD.MAY BE VERTICAL OR = � 13 HORIZONTAL.SEE SUBSTRATE WIDTH UW() d m uxe 0 TIP USE EITHER 1 PROPERTIES,TABLE S. @ SASH&FIXED LITE:TIP TO TIP WIDTH-5.12" F-•Z -T J ''•Y HEIGHT 63 S SWEEP LATCH @ O W 3 F¢-• �/,0 MIDSPAN OR 2 / � HEIGHT(EQUAL-LITE1 a a' TIP TO TIP HEIGHT12-3.7Y' .-Z Z BOTTOM LOCKS 8 .- INSTALLATION O SASH I HEIGHT(PROV1EW)_. Z LL VISIBLE OPTION 4 @FOXED LITE:TIP TO TIP HEIGHT12+3.78" O O LIGHT S ANCHORED THROUGH @SASH:TIP TO TIP HEIGHT/2-11.93" �o = Z r` HEIGHTS FRAME INTO METAL Im J O S HEIGHT(CUSTOM SASH) @FIXED LITE:TIP TO TIP HEIGHT-SASH HEIGHT-3.55" � z ~ () @SASH:SASH HEIGHT-4.60" ? LU EXTERIOR TABLE 8: LL ? W C3 10 33 Anchor Substrate MCin.Edgee Min.Embedment NOTES: w N z istanc 15 P.T.Southern Pine(SG=0.55) 9/16" 1-3/81 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON v J rn OPTIONAL HI-RISE #12 Steel, TABLE S.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q U- 42 SILL SHOWN.SEE 18-8 Or 410 Aluminum,6063-T5 nun. 3/8" 6.063° INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF aut •�sa;7 ss:a< 1"WEEP S SHEETIOFOR A36 Steel 3/8" 0.06T' THEWINDOW. NOTCH AT STANDARD SILL. SS Screw 11111 I I I I I t l;f Steel Stud,Gr.33 min. 3/8" 0.045"(18 Ga 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE ��� N I LYNN EACH END 1/4'MAX. �� �,....•••.. Concrete(min.3.35 ksi 1" 1-3/4' 8.ALL WOOD BUCKS LESS THAN 1-12"THICK TO BE ` . SHIM 114"410 SS ) CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL �l� LICENSE''., CreteFlex Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS P.T.Southern Pine SG=0.55) 1" 1.3/8" DEPICTED AS 2X ARE 1-12°THICK OR GREATER.1X AND?X BUCKS _ No.58705 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER _ NO ANCHORS Concrete(min.2.85 ksi) 1" 1-3/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND , p 1/4"$feel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR VIA REQUIRED IN Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" �?} (/ Ctr; FLANGE OR U1fr8COn ARCHITECT OF RECORD. Q q OF [(/�' EQUAL-LEG P.T.Southern Pine(SG=0.55) 1" 1-3/&' jPCORIDP.•'' 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS %� . ...... 0 FRAME SILLS a ° A)MIN,OF 3 THREADS BEYOND THE METAL SUBSTRATE. S B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAN/HEX/FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. /S TONAL 1E•It1� VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A.LYNN MILLER.RE P.F-#58705 ... .. ... ..... .......... ...... .. .. ..... ........... ....... ...:................. ....................,............ .......................................................................................... ........................................................... ....._...... INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME _ _. ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE -- -- SEE NOTE 2,THIS SHEET. ---- ANCHOREDTHROUGH -.---- t- T--- � . EMBEDMENT EMBEDMENT FRAME INTO ZX WOOD Wf .....__.)-. _::=,1-.....-....-.-- 1-- -'.:'_l 1/4"MAX SHIM 1/4"MAX SHIM �I f+-• FRAME OR BUCKSTRIP. .___ •SEE NOTE 2,THIS SHEET. C�L ~-? EMBED- (y I SASH VISIBLE 17 EDGE.___� """` MENT ., LIGHTWIDTH8sperd..-- ._..__:.:: 4...; 1 EDGE a I TANCE F 1h )s, —.._..... .._...........1..... ...1:"__:_�::.._1 l.. .`.-) DISTANCE \ DISTANCE g igm _.._.. _._. „ Dra- ..--_'.__.._..._ 1/4"MAX SHIM ' 19 mt ! Rd --- IG -J---J FIXED VISIBLE ��JJ •s( ,� Y[` Or1a Prudn SEE TABLE < LHT WIDTH 3 NOTE B.FOR ENO/'/•• 18 HEAD TYPE 30 I -v.w..'✓vv.i.. •..�.-.., I I , TYP.ANCHOR TYPE. 1 44 FIXED EMBEDMENTAND ' )I <• VISIBLE EDGE DISTANCE PER 1 v LIGHT SUBSTRATE,SEE I 31 5 R 58 HEIGHT TABLE S. B - BUCKWIDTH TYP.ANCHORTYPE, i 32 EMBEDMENTANO si Co Y EXTERIOR W S Xq TYP.ANCHORTYPE. HORIZONTAL SECTION A-A EDGE DISTANCE PER vi 45 EMBEDMENT AND EDGE IG SUBSTRATE,SEE w v 0 1Os+ / - DISTANCE PER SUBSTRATE, TABLE B. c W s- 14 SEE TABLE 8. a 31uX1 O Q VISIBLE LIGHT FORMULAS: O a O 1/4"MAX.SHIM O t- Z i 46 55 I (SHOWN FOR HI-RISE SILL;SEE J O a�n W m SHEET 9 FOR STANDARD SILL) Z LL m g •JI t` 43 1 DADEAPPROVED MULLION,FBC =W z 0 BUCK 13 I OMPLIANTALUMINUM/STEEL FRAMING WIDTH LU U 00 ®-' J an HEIGHT 63 USE EITHER 1 OR STEEL STUD.MAY BE VERTICAL OR @ SASH 8 FIXED LITE:BUCK WIDTH-4.12" 11J 4 Q +q SWEEP LATCH @ HORIZONTAL.SEE SUBSTRATE C)W F MIDSPAN OR 2 PROPERTIES,TABLE 8. HEIGHT(EQUAL-LITE) V`-• a 0) BOTTOM LOCKS , j1 SUCK HEIGHT2-3.23" C)Z 0...1 Z SASH ! INSTALLATION HEIGHT(PROVIEW) Z LL VISIBLE EQUAL OPTION 4 @FOXED LITE:BUCK HEIGHT2+4.28" � 0 O LIGHTy LEGIBOX ANCHORED THROUGH @SASH:BUCK HEIGHT12-11,43" m F cO HEIGHT l FRAME FRAME INTO METAL ® , W U S SHOWN HEIGHT(CUSTOM SASH) 0 W @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.56' Z K +"+Is ®SASH:SASH HEIGHT_4.60" K EXTERIOR TABLE 8: 0 Z J C Gl S 12 33 Anchor Substrate MOT(.Edge Min.Embedment NOTES: w 15 P.T.Southern Pine(SG=0.55) 9/16" 1-3181, 1)USE ONLY SUBSTRATE-APPROPMA.TE ANCHORS LISTED ON v (U XD e TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY ¢ W OPTIONAL SHOWN. #12 Steel, Aluminum,6063-75 min. 3/8" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF a;0; •usur;xsc.�5 SILL SHOWN.SEE 18-8 or 410 42 j THE WINDOW. 1"WEEP SHEET 10 FOR A36 Steel 316" 0.063" NOTCH AT STANDARD SILL. SS Screw Steel Stud,Gr.33 min. 318" 0.045" 18 GB 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE \t\,I I I 1 I I EACH END 1/4"MAX S.ALL WOOD BUCKS LESS THAN 1-12"THICKARE TO BE [SHIM 1/4"410 SS Concrete(min.3.35 kSl) 1" 1-3/4" CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL �`y'��•%'VICEIJgF M�!!_ --'---- _ CreteFleX Ungrouted CMU,(ASTM C-90) 2-1/Z' 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS P.T.Southern Pine(SG=0.55) DEPICTED AS 2X ARE 1-12"THICK OR GREATER.IX AND 2X BUCKS No.58705 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER ' NO ANCHORS Concrete min.2.85 ksi) 1" 1-318 LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND = - REQUIRED IN 1/4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR _� FLANGEOR • s ,• < Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" ARCHITECT OF RECORD. ��O••, S O •.�<U` EQUAL-LEG UI�BCOn FRAME SILLS P.T.Southern Pine SG=0.55) 1" 1-316" �� "40RIDP _: j 3 VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS i •• .......... \ ; •' " A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ) i S Cy�� B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PANIHEX/FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. 'ONAL VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. l 1I 111 1 11111 3 C)"UNGROUTED CMU-VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,P.E. P.E.W 68705 ' i j INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE EDGE DISTANCE� � �-' - �~ DISTANCE - I+- EMBEDMENT - i .___...............__ i ��I, EDGE �t(�1 I i \\\ �— 1/4"MAX SHIM DISTANCE 1/4"MAX SHIM `~ ....._.......... SASH VISIBLE 175_ ..__.- LIGHTWIDTH Oak Nft#c=ft 1/4"MAX EMBEDMENT FIXED VISIBLET q2 I ! LIGHT WIDTH ' E MB ED11I M ENT eP�?t- 30 18 TYP.ANCHOR TYPE ad - SHIM IR rmcompl'ytte-G7 wlKal ` EMBEDMENT AND EDGE FIXED DISTANCE PER SUBSTRATE, 44 VISIBLE SEE TABLE 9. a LIGHT HEIGHT 31 R 5B 5 BUCK WIDTH 32 TYP.A\TYPE,.HORIZONTAL SECTION C-C EMBEDME W h O C/3 .n_i 45 DISTANCE PER SUBSTRATE,SEE ir L TABLE 9.(NAIL SHOWN) w o -- DADE APPROVED MULLION,FBC 14 COMPLIANT ALUMINUM/STEEL FRAMING N ? ipu 0 Q 1/d°MAX.SHIM •--�{ Imo-- OR STEEL STUD.MAY BE VERTICAL OR O 3 �,' (0 z HORIZONTAL.SEE SUBSTRATE JO J o °�•'4 W o PROPERTIES,TABLE 9. VISIBLE LIGHT FORMULAS: Z u- s o -' t` 43 (SHOWN FOR STANDARD SILL;SEE =W .-�. BUCK 13 I SHEETS 7 OR 8 FOR HI-RISE SILL) W U Co ti =2"2 HEIGHT 63 USE EITHER 1 W N LF.DRI 2 STEEL �a a J Q Oatt! SWEEP LATCH @ ' WIDTH O SEF-DRILLBJG t•> > MIDSPAN OR 2 46 56 /f1 @SASH 8 FIXED LITE:BUCK WIDTH-M1.12" O a t BOTTOM LOCKS � I SM8(GS),SEE TABLE 9. �Z ' HEIGHT(EQUAL-LITE) SASH I BUCK HEIGHT2-3.2Y Z O LL VISIBLE O INSTALLATION LIGHT ,i' HEIGHT(PROVIEWI = W o / :iVllli OPTION 7 W HEIGHT - @FIXED LITE;BUCK HEIGHT/2♦4.28" rn J N �• ANCHORED THROUGH @SASH:BUCK HEIGHT/2-I I AT' (9 X INTEGRAL FIN INTO METAL F Z Z r-^'IS HEIGHT(CUSTOM SASH) U) li STANDARD SILL @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.651, EXTERIOR 16 SHOWN.SEE @SASH:SASH HEIGHT-d.s0" O z q o />, ) / 33 PREVIOUS SHEET K �f O ~ r 42 8 FOR OPTIONAL j H co WEEP HI-RISE SILL. ¢ z NOTCH AT - EACH END TABLE 9: sq�r •x sau:g 1/4"MAX NOTES: Min.Edga Min. SHIM Anchor Substrate Distance Embedment \\\t 11j/ 1)USE ONLY SUBSTRATE-APPROPRIATE a`JY LYItfN --"-•- .- 2-1/2"x.113"Box Nail P.T.Southern Pine(SG=0.55) 5/19' 2.438 ANCHORS LISTED ON TABLE 9.FOLLOW _-..............�____........__.__•._.....-._ TTT EMBEDMENT AND EDGE DISTANCE LIMITS.ANY ��� .' �,1GEN@F •.�(���i .._._..__„�.,.__ .,___................____ } 2.112"x.131"Common Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 INSTALLATION OPTION SHOWN MAY BE USED '• •^ 2-1/2"z.145"Roofing Nail P.T.Southern Pine(SG=0.55) 3f8" 2.438 ON ANY SIDE OF THE WINDOW. _• .:' No,58705 ANCHOR TYPE. c_ >�r EMBEDMENT AND EDGE -_ -�J� \'�—'- EDGED STANCE 2-1/2"x.14s'Roofing Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO ..`.._ DISTANCE PER SUBSTRATE, P.T.Southern Pine SG=0.55 1/2" 1.375 - __.,-._.. . P.T. ( ) REFERRED TO AS DAYLIGHT OPENING)IS 7J'• WSTE $ i SEE TABLE 9. #10 Steal Trusshead Screw o (SCREW SHOWN) EMBEDMENT #12 Steel,1"or 410 SS D.125"Aluminum,6063-T5 min. 5116" 0.125 MEASURED FROM BEADING TO BEADING. ���'., Screw 0.05W A36 Steel 5116" 0.05 %�SS..CORIOP,.NG`,`� ///,VERTICAL SECTION D-D o.Das'(18 Ga)Steel Stud,Gr.331nin. 5/1(i' o.oa5 oNAl.1E\\\ A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. A LYNN MILLER,P.E. P.CA 58T05 7 i 1 I `) r 2.560" 3.785" 2.060" -�-I - -.- - 2.848" 2.8W' Er- .062" 1.1 2.848" -+{ .062" .062" .062" 2.112" 2.724" - 2.724" 2.724" :4�mvtC Si wat10ytag wGb t6. .987" •--� 1.125" � D.W.L"1.48 91, .082" .062" .062" I .yyAy- f 7 5 L�t'u7t YrW tO FLANGE FRAME HEAD OO HEAD RAL FIN FRAME O EQUAL LEG FRAME HEAD O FLANGE FRAME JAMB O JAMB INTEGRAL FIN FRAME O EQUAL LEG FRAME JAMB -� 2.796" 2.798" 'I - 2.798" --�•{ 2.798" 2.79&' -►-I 2.798" W z Y 2.841'• 3.466" 2.341" 3.508" 4.133" O w o O tO .062" .062" .082" .062" .062" .062" �NVt Q u�l woW co a Z Z O J O a O zLL � off 'W =ui d 1.125" 1.121 U U o 0 Sao r .N1 O7 FLANGE FRAME SILL 1 O EQUAL LEG FRAME SILL tp HL RNS E FRAME SILL 1 t2 SIOLL HI-RISEUAL LEG I-z J L n OINTEGRAL FIN FRAME SILL INTEGRAL FIN FRAME Z o Z tt 2.273" SILL-HI-RISE u (� LL �{ 1.300" r-- A20" 2.273" -►I O SILICONE _ 170"� HOT-MELT BUTYL STRUCTURAL POLYISOBUTY STRUCTURAL 3116"NOM. Z I 2 772" W SILICONE � WITH -1/4°NOM. L22211" •�2„ DESICCANT FOAM WITH J/•a r N .105" 1.235" DESICCANT �l I,�/� LL O Q 7..150" .062" 062" jj EXT:GLASS O Z ___L- (f,•'' %i EXT.GLASS `INT.GLASS g J X y .062" �II'r 1.300" -�� 1.300" �„�, 1.300" If NT.'GLASS Q W KODISPACE 4SG TPS 71 SUPER SPACERT NXT nm t� ap�l �sa0 saya5 j is SASH TOP RAIL FLXED MEETING RAIL is HI•R SESASH OTTOM RAIL- 70is SASH BOTTOM RAIL t7 SASH SIDE RAIL \\t t 7 I I 1 11l i 17 ; ALUMINUM .DESICCANT FILL � ,pN..L.... al POLYISOBUTYLENE �+- 1 446' REINFORCEMENT SEAL 5116"NOM. �7CENSF•••��� I I .WO" +.61 T' �•498" ROLL•FORMED `SILICONE SEAL *; '•� j f•� t•522" -I.-jL. - -�-i.634" .465" I I• + - No.56705 1 I I .627" BUTYL& STAINLESS STEEL DESICCANT /� '.�tSATPF •�� i'�0" .802 .802 .802" .802" .873" I FOAM 1111' I EXT.GLASS' EXT.GLASS'?' �� /I '����'.• 1.370" .070" f .045" -+-III .050" f } /, :CC •..CORIOP,.• X HEAD ANCHOR INT.GLASS 4:/J/' INT.GLASS isS'' tt COVER to SASH STOP COVER ®IG BEAD zw IG SNAP BEAD O 5116"LAMI BEAD 27 7118"LAMI BEAD ///!ZONAL 1 \\\ 72 DURASEAL SPACER 73 XL EDGE SPACER A LYNN MILLER,P.E. P.E.N 56705 =i I TABLE 11: Item PGT Part# Description Material 51 ASSEMBLY DETAILS FOR 1 64200 Head,Flange Alum.sos3 Ts FLANGE FRAMES 2 624017 Head,Integral Fin Alum.6063•T6 (OTHER FRAME TYPES SIMILAR). 3 624028 Head,Equal-leg Alum.6063-7M 4 624004 Jamb,Flange Alum.6DSXT6 4 4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063- 2 1 T5 5 624020 Jamb,Integral Fin Alum.6063•TB 51 approrat ai capa�,�lal)ay wkb tir. 5A Jamb,Integral Fin(Used For Alternate Radius Top Head) Alum.6063-T52 p,k e �$ 6 624031 Jamb,Equal-leg, Alum.6063•T6 ,iaJuo Alum.6063-T52 13tala 0441 Vrada�r 6A Jamb,Equal-leg(Used For Alternate Radius Top Head) 40 HEAD 7 624002 Sill,Flange Alum.6063-T6 INTERIOR 8 624018 Sill,Integral Fin Alum.6063--M l`4t'}�\ 9 624029 Sill,Equal-leg Alum.6063-T6 JAMB 10 624003 Sill.HI-Rise,Flange Alum.6063-T6 - 11 624019 Sill,Hi-Rise,Integral Fin Alum.8063T6 12 624030 Sill,HI-Rise,Equal-leg Alum.6063-T6 4 14 Q: 13 624006 Sash Top Rail Alum.6D05A-761 14 624005 Fixed Meeting Rail Alum,6005A-T61 INTERIOR 15 624012 Sash Bottom Rail-Hi-Rise Alum.6063-T6 JAMB m Y 16 624068 Sash Bottom Rail Alum.6063-T6 Lu z Z 17 624007 Sash Side Rail Alum.6063•T6 w o %�a is 624051 Head Anchor Cover Alum.6063-T6 FIXED MEETING RAIL o a o 0 19 624015 Sash Slop Alum.6063-T6 > " 25A 624009 IG Bead Alum„6063-T5 0 Z H U3 Z 25B 624011 IG Snap Bead Alum.6063-T5 o a m Z o 28 624013 5/16"Lams Beading Alum.6063 T6 SASH BOTTOM RAIL 27 624026 7/16"Lami Beading6063:M =W Alum. LU U d uyc;le 30 STP247 Glazing Bead,Bulb Vinyl for#624023 Vinyl SASH z 5:;1 �N 31 6TP248 Glazing Bead,Bulb Vinyl for#624009򘖋 Vinyl 4 SIDE 16 c W 32 724046 Sweep Latch(@ Top Rail) Cast Zinc RAIL FZ�' ? 33 624049 Bottom Latch(@ Sill) Alum.6063-76 JAMB 34 Setting Block(1/8"X 1/2"X4') Neoprene 1010 Z 0 35A I IG Setting Block(1/8"X 3/4"X 4") Neoprene Q 35B 724014 IG Snap Setting Block Vinyl t7 ® W r1i 36 724044 Bottom Rail Weatherstrip Extension 00 it 37 724063 Sill Gasket Polyethylene 37 z Z_ Lu !LIE 724054 Sash Top Rail Gasket Polyethylene S N Z 39 724055 Sash Bottom Rail Gasket Polyethylene o j a o 40 724057 Head Gasket Polyethylene Z 41 724063 Meeting Rail Gasket Polyethylene ._ 42 61226D Sash Bottom Ralf Bulb Vinyl Polyethylene 39 INTERIOR ¢ m rn 43 Weatherstrip,.270"x.187".Fin Seal(@ MR) L 44 67816G Weatherstrip,.170"X.270",Fin Seal(@ Sash Side Rail) 45 Weatherstrip,.170"X.187",Fin Seal(@ Top Sash Rail) `\`vv++�LYNN///���i 4B varies Balance with Cofer&Trim Rigid Vinyl SILL TABLE 10:MATERIAL PROPERTIES USED `� pN,.......,•/y�j ��� 51 781PSQX #8X1"PH SMS(Assembly) Stainless Steel 61 FOR ANCHORAGE CALCULATIONS: ��.•'`.%o Nae •�(� 55 7834AA #8 X3/4"Ph,PN SMS(Balance) Stainless Steel 7 Material Min FY Min.F 63 Alum.Screen with Fiberglass Mesh Varies Steel screw 92 ksi 120 ksi No.58706 70 Komnleriing Kodispace 4SG TPS INTERIOR IU Screw 60 ksi 95 ksl 71 Quanex Super Spacer nXi See Sheet ti _ 410 Sorew 90 ksi 110 ksi p 72 - Quanex Duraseal Spacer 10 for 51 Elco UIVaCotx� 155 kai 177 ksi �'p ITOF P Materials NOTES: 410 SS Elco CreteFlexB+ t27.4 ksi 189.7 ksi ��0�'• 73 Cardinal XL Edge Spacer ; COR10P.•'' \�� 74 - Dow 791.B99 or GE 7700 Backbedding Silicone 1 ALL CORNERS TO USE GASKET AND/OR SEALANT. 6063•T5 Aluminum 16 ksi 22 ksi iS`/ ...... ��G Gr.33 Steal SSteeltud 33 ksi 45 ksi '///�NAL 2)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. A LYNN MILLER,P.E. P.E.a 58705 ... ... .. .. ...... .:. .. ... ..... ...... ....... .. .... ._..... .... ..... .. ...... ............ . .............. .. .. ....,................... ....... ._............ .. .... .. ........'