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HomeMy WebLinkAboutNotice of Acceptance eJ _ ' PSCENED MAR 2 8 2022 MIAMI-D1ADE St.Luc:©-County Permitti'rig AMI MI -DARE COUNTY re PRODUCT-CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURC 4 RER) b1805 SW',26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Z9 3&-J(#786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) A��`TA/EC� midade. ov/econom PGT Industries,Inc. i 1070 Technology Drive CODE pOMPLIAN�E North Venice,FL 34275 ST® LUCIE C®tJNTY SCOPE: B®CC 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 otheri 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 l 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 designedd,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 appvoyal 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 j filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration dare or 4there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words I 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. i - The submitted documentation was reviewed by Manuel Perez,P.E. FILE COPY NOA No. 18-0430.06 htFDe Expiration Date: August 23,2023 ME AM P opvge 1 � i I 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 IInstall (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 2(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.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 202-9 14 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading pier FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and ITAS 202-94 window,prepared by Fenestration Testing Laboratory,Inc., Test Reports No. FTL-18-7835.2,dated 05/04/18, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 04/23/18,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). 1 Manuel r Product Contrdl Exa finer . -NOA No 30.06 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-1 I I i s 1 a PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB GIass 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 Interl lyers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez,P.E G. OTHERS 1. None. I Manuel'Per E. Product Control E ner NOA No. 18-0 30.06 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-2 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW �i7-13/16"MAX.O.c/.,, DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 1 B-318"MAX. 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. 52-1/8"MAX.BUCK WIDTH (17-1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY 17-3/4" --��{{ APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE B. BUCK) MAX9-1/2"MAX , _ 4-11/1fi"MAX. B, SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI SEE�_ D.C. (9"MAX.BUCK) D SEE+-I 5"MAX.O.C. KpP��a��ayiag aHb w, SHEETS B&9 SHEET 1a FloriN1, B)aidiag Cn PER ANCHOR TYPE. 1Tatc A.SEE C,SEE �( dOA# 4)ALL WOOD BUCKS LESS THAN 1-1/2-THICKARE TO BE CONSIDERED 1X INSTALLATIONS. SHEETS 8&9 SHEET 10 I Nlaml Uade Ptoduc Coalrol� 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND ZX 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,FOR ANCHORS PER OR ARCHITECT OF RECORD,(AOR). ( ) TABLES s 8 7 I I/ 17-3/61�'MAX.O.C. I I/ Q I I 84 O 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR �-- MAX. —I 83" o STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. ' 12-1/16"MAX. TIP O.C. TO BUCK � INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING&FLASHING STRATEGY X FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND I j TIP I X i HEIGHT THE SCOPE OF THESE INSTRUCTIONS. EQUALLY SPACED I HEIGHT ANCHORS PER i I 13-5116"MAX.B.C. 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS TABLES s&7f Go NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 5"MAX. W 9-1/2"MAX I --- -� O.C. I / C w o O •naa 7)DESIGN PRESSURES: (9"MAX.BUCK) A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER p w o ASTM E1300. 1 1•r alap O Q B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE T' NO ANCHORS AT SILL . O N z h co O T O cr)'T w co TESTING AND GLASS PER ASTM E1300. _ I B D�- -D J O a v�i Z o C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. --�1 53-1/B'MAX.TIP TO TIP WIDTH 1"WEEP NOTCH 4-11116"MAX. 1 `t"WEEP NOTCH O LL O W O AT EACH END AT EACH ENO Z t0 0 n 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN FRAME SHOWN WITH V") o ®� ,,,„o p CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.1/3%STRESS INCREASE SHOWN WITH EQUAL-CITE CONFIGURATION EQUAL-CITE CONFIGURATION H-W w �` ¢ Erna HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD,ANCHORS THAT COME INTO > .-- co O CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE o F Z 0 Z TABLE 1:ALLOWABLE GLASS TYPES F- FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. Glass DP USER INSTRUCTIONS: 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER Typa Description(Listed from Exterior to Interior) Table# 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN Z W LLO CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORRY HAVING 1 10AN,.090"PVB,1/8"AN 2 PRESSURE REQUIREMENT FROM ASCE 7. 2: LU e- JURISDICTION. 2 13/16"UG:1/8"AN CAP,AIRSPACE,1/6"AN,.090'PVB,1/8"AN 2 2)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW ® m Lu J 10)REFERENCES:TEST REPORTS FTL 18-7835.1&18-7835.2;ELCO ULTRACON NOA;ELCO 3 13/16"LIG:1/8"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN a O W 1aa45 CRETEFLEX NOA;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 4 11/8"HS,.090"PVB,1/8"HS 4 PRESSURE FROM TABLES IT MUST EQUAL EXCEED THE Z ~O DESIGN PRESSURE REQUIRREE IT FOR THE WINNDOW OPENING ANSI/AF&PA.NDS_BALUMINUM DESIGN MANUAL 31.16'_AN,:09D"PVB,3116"AN 4 _____ ¢ Z — OBTAINED IN STEP_1.- _ _ _ _ 11 APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 6 13/16"LIG:3116"AN CAP,AIRSPACE,1/8"AN,.OW'PVB,1/8"AN 4 p 5 J¢¢ CD 7 13116"LIG:3/16"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6&7. � Z W Q 8 3116"AN,.090"SG,3/16"AN 5 ui = Z = FIGURE A:ALLOWABLE SASH CONFIGURATIONS AND SHAPES 4)INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 8 J W to 9 3/16"HS,.090"SG,3/16"HS 5 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN Q (� -+{ WIDTH WIDTH WIDTH 10 13116"LIG:1/8"AN CAP,AIRSPACE,1/8"HS,.090"SG,1/8"HS 5 INSTALLATION. a/11 •asap saua5 11 13116"LIG:1/8"AN CAP,AIRSPACE,3116"AN,.OW'SG,3/16"AN 5 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME 12_13116_UG:1/B" C TP AP,AIRSPACE,1/8"HS,.090"SG,118"HS 5 _PROCESS.FOR ALL.FRAME_TYPES(FLANGE,INTEGRAL.FIN OR y 13 13116"LIG:1/8"TP CAP,AIRSPACE,3/16"AN,.090"SG,3116"AN 5 EQUAL LEGIBOX). �`� ���••-,L•••.YNN-/ E w w / 14 13116'LIG:3/16"AN CAP,AIRSPACE, 118"HS,.090"SG,1/8"HS 5 `` '� •' 1,10ENSF••.��� s _ � = 15 13/16'UG:3/16"TP CAP,AIRSPACE, 1/8"HS,.090"SG,1/8"HS 5 No.58705 w = j j y 1 / SG=KURARAY SENTRYGLAS®INTERLAYER BY GENERAL NOTES.................................................1 CODES I STANDARDS USED: KURARAY AMERICA,INC. ELEVATIONS.........................................................1v f (r RECTANGULAR RADIUS-TOP RECTANGULAR PVB=KURARAY TROSIFOLP PVB INTERLAYER BY DESIGN PRESSURES!GLAZING DETAILS........2-0 .-;3 r ��L/ �2017 FLORIDA BUILDING CODE FBC,6TH EDITION O ST TE OF WITH EQUAL WITH PROVIEW WITH CUSTOM ( ) KURARAY AMERICA,INC. ANCHOR QUANTITIES..........................................5-6 T '•.,ST,TE •, \ I ASTM E1300-09 �i (C` P,.•' ` CITE SASH SASH SASH AN=ANNEALED INSTALLATION,FLANGE......................................7 *ANSUAFBPA NDS-2015 FOR WOOD CONSTRUCTION HS-HEAT-STRENGTHENED INSTALLATION,EQUAL LEG.................................8 �StS� ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED.SHAPES eALUMINUM DESIGN MANUAL,ADM-2015 TP=TEMPERED INSTALLATION,INTEGRAL FIN............................9 /f/ONAL IE MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING DAIS]SIOO-12 EXTRUSION PROFILES.........................................10 DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE •AISC 360-10 ASSEMBLY&PARTS LIST....................................11 A.LYNN MILLER,P.E. TABLES ON THE FOLLOWING SHEETS. P.E.#58705 TABLE 2: Bottom Sash Design Pressure(Ibs/fe)for Glass Types 1&2 Description Sash Height for Ghen Range Range On) Tip to np Width 18" 2' 1 33" 37' 41" 45" 49' 53-1/8' 24" Equalalte 12.464 +65.0 1-80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 �60.0 +65.0 -80.0 +65.0 -BO.O +65.0 -80.0 Equalaite 15.954 +65.0 -80.0 +65.0 -80.0 Z5.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 5/16"NOM. 31" Standard Pnc iew 12.994-15.W3 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 -65.0 -80.0 +65.0 -80.0 +65.0 -60.0 GLASS STACK Shortest 12.484-12993 +85.0 -80.0 +65.0 -80.0 +65.0 -90.0 +65.0 -80.0 +65.0 -80.0 +65.0 -B0.0 +65.0 -60.0 +65.0 -80.0 1/8"AN GLASS 4ppAwcd an complying whb lla Equallite 19.652 +55.0 40.0 +65.0 -80.0 +65.0 -B00 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 .090"PVB Flar tla �GtIna Standard PrcMew 15.944-19.651 +65.0 -80.0 +65.0 -60.0 +65.0 -8D.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 -65.0 -80.0 1/8"AN GLASS vat. 38-3/8' Custom Size 15A31-15.943 +65.0 -80.0 +65.0 •80.0 +65.0 A0.0 +65.D -BO,D +65.0 b0.0 +65.0 -80.0 +85.0 -80.0 +65.0 -60.0 30 '� Custom Size 14.131-15.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 1NIza11 a p90dBet omtrol Shortest 12.464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 26 12"NOM. Equal-Ifte 22964 +65.0 -80.0 +65.0 .80.0 +65.0 -BOLO +65.0 -BO.O +65.0 -BO.O +65.0 -80.0 +65.0 -80.0 +65.0 40.0 GLASS SITE Custom Size 20.131-22.963 +65.0 -80.0 +65.0 -BD.o +65.0 -no +65.0 •80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 EXTERIOR zo Standard Proxew 18.594-20.130 +66.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -65.0 -BO.O +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 45' Custom Size 16.131-18.593 +65.0 -80.0 +65.0 -80.0 +65.0 -BO.0 -65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 75 Custom Size 15.131-16.130 +65.0 -80.0 +65.0 -80.0 +65.0 A0.0 +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 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 •80.0 -65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 ; Shortest 12.464-14.130 +65.0 -80.0 +65.0 -80.0 *65.0 -80.0 +65.0 -80,0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.o GLASS TYPE 1 Equalalte 24.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6&0 -80.0 +65.0 -80.0 Custom Size 22.131-24.963 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 Standard Prodew 20.194-22130 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 W z sO Y 49" Custom Size %131-20.193 +65.0 -Sao +65.0 A0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6SO -80.0 +65.0 -80.0 Custom Size 18.131-1B.13D +65.0 481.0 +85.0 -80.0 +65.0 430.0 +65.0 -00.0 +65.0 -BD.D +65,D -80.0 +65.0 -80.0 +65.0 -80.0 _w O naa Custom Size 14.131-16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -77.6 0� R O - Shortest IZ464-14.130 +65.0 -80.0 +65.0 -90.0 +65.0 -60.0 +65.0 -60.0 +65.0 -80.0 +65.0 -B0.0 +65.0 -80.0 +65.0 -75.1 13/16"NOM. 1- z w a1o0 Z Q Equal•lite 25.777 +65.0 •80.0 +65.0 -80.0 +65.0 -BO.O +65.0 -80.0 +6&0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 `I y O GLASS STACK O t`tj �s � Z Custom Size 24.131-25.776 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 .090"PVB J H Z Standard Provlew 20.844.24.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -BO.D +65.0 -60.0 AIRSPACE Z t'1- coo m - r 9 Custom Size 20.131-20.843 +65.0 430.0 +fi5.0 -80.0 +65.0 430.0 +65.0 4X7.0 *65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 118"AN GLASS 118"AN GLASS U U O ®� " TB � Custom Size 18.131-20.130 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 W to r� -i uMo�O mw Custom Size 18.131-18.130 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -17.6 31 75 E-LU ¢ Q JMO Custom Size 14.131-16.130 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.1 co Shortest 12.464.14.130 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 .60.0 +65,0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -73.9 25_R 5B 12"NOM. Z t0i Z EqueFlite 31.964 +65.0 -80.0 +65.0 -80.0 +65.0 -50.0 +65.0 .80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -00.0 +65.0 .80.0 V GLASS BITE .�- Custom Size 28.131•31.953 +65.0 -80.0 +65.0 -80.0 +65.0 -BO.O +65.0 -80.0 +65.0 AD.0 +66.0 -80.0 +65.0 -80.0 +65.0 -77.6 EXTERIOR Z lL Standard Pro�7ew 25.794-28.130 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 .80.0 +85.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -73.9 C] = O 4714 Custom Size 24.131-25.793 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72-7 rn 67 Custom Size 22.131-24.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -65.0 -80.0 +65.0 -80.0 +65.0 -78.8 +65.0 _70.5 70-73 ® rn W Custom Size 20,131-22.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -BO.D +65.0 -80.0 +65.0 -77.1 +65.0 .68.4 ®OR 356 Z Custom Size 18.131-20.130 +65.0 -80.0 +65.0 -60.0 +65.0 -60.0 +65.0 -80.0 -65.0 -80.0 +65.0 -80.0 +66.0 -75.4 +65.0 -66.5 1eag9 GLASS TYPE 2 � in -Custam.Size-_16J31_18.130.365,0__80_0_ +65.0 _80.0 +65_0 -BO.O +65.0 -80.0 +65.0 .80.0 _+65.0 -77.1 +65.0 -73.8 +64.7 -64.7 Q Shortest 13.194•-16,130 -65.0 -0O.0 +85.0 -60.0 +65.0 -80.0 +65.0 .80.0 +6SO -75.9 +65.0 -71.8 +65.0 -68.2 +62.3 -62.3 - - LL -�--W- O Equal-life 38.464 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -73.9 Z_ (� Custom Size 36.131-38.463 +65.0 -80.0 +6&0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1+65.0 .80.0 +65.0 -79.8 +65.0 -71.8 LU Custom Size 34,131-36.130 +65.0 1 -80.0 +660 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 1+65.0 1-60.0 +65.0 -77.9 +65.0 -69.4 V J d to 76' Standard ProMew 30.994-34.130 +65.0 1-80.0 +65.0 -80.0 +65.0 80.0 +65.0 •80.0 +65.0 .80.0 +65.0 -80.0 +65.0 .76.4 +65.0 -66.5 Q Custom Size 30.131-30.993 +65.0 -80.0 +65.0 -80.0 -65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +65.0 .78.9 +65.0 -74.6 +65.0 .65.6 ar711 �sa0 saua5 Custom Size 28.131-30.130 +65.0 -10.1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.1 +65.0 -75.3 +65.0 -71.9 +63.8 .63.8 `\{{{ 77j/7 -Shortest-26:194'-28:130-+65,0---80:0--+660---9D.0--+65.0---80.0--+65.D--�0.0--+65.0---75.9--+65,0--7.1.8__+65.0__-6&2_t623__623_-- ___ - _-______ --_ __ �._ NY_LYNN e, _ Equal-Ilte 42.464 +65.0 -80.0 +85.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 0 +85.D -77.9 +85.0 {{9.4 �� ��•''• �� 84° Custom Size 38.131-42.463 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -78.9 *65.0 •74.6 +65.0 �5.6 `����•.•' {,1GENSF'•.C��� Standard Prodew 34.194'-38.130 +65.0 -80.0 +65.0 -80.0 +65.0 �0.0 +65.0 •80.0 +65.0 -75,9 +65.0 -71.8 +65.0 -68.2 +fi23 �2.3 � - 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 T1PHEIGHT-49.806 Or•: E . � MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 ''•.'CORIOP.•''•\ 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��NAL%\ \` 2)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SIZE. AN=ANNEALED 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED A LYNN MILLER,RE 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF-65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED P.E.#58705 TABLE 3: Bottom sash Sash Height Design Pressure(lbs/ft)for Glass Type 3 Des"ion Range on) Tip to Tip Width for Given Range lir 1 25' 33' 37" 1 41' 45" 49" 53.1fir 13116' 24' Equal-lite 12464 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -65.0 -80.0 GLASS STACK S STA+65.0 -80.0 +65.0 -80.0 GLASCK Equal-life 15.984 +65.0 -80.0 +65.0 -80.0 +65.0 -BD.O +65.0 $0.0 1+65.0 A0.0 +65.0 430.0 +65.0 •80.0 +65.0 -80.0 31" Standard Prodew 12.994-15.963 +6&0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 A0.0 +65.0 -80.0 +65.0 -80.0 .090"PVB AIRSPACE Shortest 12464.12993 +65.0 -80.0 +65.0 -80.0 +85.0 -00.0 +65.0 430.0 +65.0 -80.0. +65.0 -80.0 +65.0 -80.0 +65.0 430.0 116"TP GLASS +pprared as complying wGL It- Equal-lite 19.652 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +8&0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -60.0 11B^ � Filrl B)dding C Standard PrWew 15.944.19.651 +65.0 A0.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 31 75 Oate � 38-318' Custom Size 15.131-15.943 +65.0 -80.0 +65.0 -60.0 +65.0 •80.0 +65.0 .80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 .-IDAB Custom Size 14.131-15.130 +66.0 •80.0 +65.0 -80.0 +65.0 -80.0 + tp 65.0 �0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +85.0 -80,0 � �1llawl Dade�Ool V0R 5B 112"NOM. Shortest 12.464-14.130 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 �D.O +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 GI115S BITE Equal-lite 22964 -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 .80.0 +65.0 -80.0 EXTERIOR Custom Size 20.131-22963 +65.0 -80.0 +65.0 -80.0 +6&0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.1 Standard Prodew 18.594-20.130 +65.0 -60.0 +65,0 -60.0 +65.0 •80.0 +65.0 -80.0 -65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 45' Custom Size 1&131•18.593 +65.0 -30.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8D,0 70-73 Custom Size 15.131-16.130 +65,0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80,0 +65.0 -80.0 5@OR 5B Custom Size 14.131-15.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -e0.0 GLASS TYPE 3 Shortest 12464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Equal-Iite 24.964 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 22.131•24.963 +65.0 -W.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 -65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Stallard Prodaw 20.194-22130 +66.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 �0.0 +65.0 -80.0 +65.0 $0.0 +65.0 �0.0 r65.0 430.0 - ? _ t`L 49' Custom Size 18.131-20.193 +65.0 •80.0 +65.0 -80.0 +6&0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 Custom Size 18.131-18.130 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -�, w 0 O ^aiJ Custom Size 14.131-16.130 +65.0 •80.0 +65.0 •60.0 +6&0 -80.0 +85.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -W.0 O o (p p� Shortest 12484-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +85.0 �0.0 +65.0 •80.0 +65.0 ;30.0 +65.0 -80.0 +65.0 -80.0 }n �� a1o0 Ir Equa471te 25.7T7 +65.0 -80.0 +65.0 -80.0 +65.0 A0.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 0 7 Z Ir Z Custom Size 24.131-25.776 -65.0 .80.0 +65.0 •60.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65,0 .60.0 +65.0 -80.0 JO J C. a W O o Standard Prouiew 20.844-24.130 +65.0 -80.0 +65.0 -60.0 +65.0 •80.0 +65.0 -80.0 +65.0 -B0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Z L• _'s h Custom Size 20.131•20.643 -65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 •80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 S tL a 49 F 54518° Custom Size 18.131-20.130 +65.0 •80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -50.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 W U 00 ®J J um-0oN Custom Size 16.131-18.130 +65.0 •80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 -65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 F_W < ¢ 9m0 Custom Size 14.131-16.130 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 o Z d Z 0 +65.0 -80.0 -65.0 -80.0 +g5.0 -BD.O Shortest IZ464-14.13 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 s-- Equal-lit. 31.964 +65,0 •80.0 +65.0 •80.0 +65.0 •80.0 +6&0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 s- Custom Size 28.131-31.963 +65.0 -80.0 +65.0 -60.0 +65.0 �0.0 +85.0 43D.0 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +65.0 -80.0 Z LL Standard PrWew 25.794-28.130 +65.0 -130.0 +65.0 -80.0 +65.0 -80.0 .65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80. O Custom Size 24.131-26.793 +65.0 1-80.0 1+65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -90.0 9 = 63' Custom Size 22.131-24.130 +65.0 •80.0 +65.0 �((1.0 +65.0 -B0.0 +65.0 �0.0 +85.0 �0.0 +65.0 -B0.0 +65.0 -BO.D +65.0 •80.0 ® UU Custom Size 23.131-22130 +65.0 .80.0 +65.0 -W.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -18.0 Z 1aayS Custom Size 18.131•20.130 +65.0 -80.0 +65.0 -60.0 -65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 •75.8 N --- -Custom Size--1&131-4BA30m-+65,0---00.0=-+65.0--.-80.0--+6&0__,80.0_�65.0_$0.0_ +65.0__Isg0_ +65 0__80_0 +65.0 _80_0 +65.0 _-73.8 Q Shortest 13.194'•16.130 +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 -7'7.7 +65.0 -71.0 -- _- - -_-- --- _ --- --0 -�---1 -0-- Equal-IBe 38.464 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 .8.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 F: Z Q Custom Size 38.131-38.463 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 A0,0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 F- _ Custom Size 34.131-36.130 +65.0 -80.0 +65.0 80.0 +65.0 •80.0 +65.0 -80.0 +65.0 •80.0 +85.0 .80.0 +66.0 -80.0 +65.0 -79.1 J a_ p) 76" Standard Prrnduw 30.994-34,130 +65.0 �0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -90.0 +65.0 •80.0 +65.0 .80.0 +65.0 -75.8 Custom Size 30.131-30.993 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -65.0 -90.0 -65.0 -80.0 +65.0 -74.8 aril '�sa0 sauaS Custom Sim 28.131-30.130 +66.0 A0.0 +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 •727 26.-194'=28.-130-.65:0--a0.0--+65.0 180.0 -+65:D so.0 +65:1 -aDD-•+65.0 ,a0.0-•+.11 BD.D--+s6.D--17-_+65.D•--71.D. - - -- - ----- �71NY LYNN/����,� - Equal-lit! 42-464 +65.0 A0.0 +65.0 .80.0 +85.0 -00.0 +65.0 -80.0 +65.0 430.0 +65.0 •80.0 +65.0 -80.0 +65.0 -79.1 �� �?�'LICENSE e4" Custom Size 38.131-42.463 +65.0 -80.0 +65.0 -80.0 1+65.0 1•80.0 1+65.0 1 -80.0 1+65.0 1-80.0 1+65.0 1-80.0 1+65.0 -80.0 +55.0 1-74.8 1 n) Standard Pmew 34,194'-38,130 +65.0 -a0.0 +65.0 -80.0 1+65.0 1-80.0 1+65.0 1 -80.0 1+65.0 1-80.0 1+65.0 1-80.0 1+65.0 1 •77.7 1+65.0 1-71.0 1NO.58705 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIPTO TIP HEIGHT-49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 (f ppp^^ MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 ��'• ST TE OF (YJ�� : 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. '77s/"I-I�N 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN=ANNEALED 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP-TEMPERED A.LYNN MILLER,P,E. 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED P.E.0 58705 TABLE 4: TABLES: z 5116'IiOM. Design Pressure Tor Glass T DOS B-15 �"SG 3116"AN GLASS 090'SG 3118"HS GLASS beslgn Pressure(Ibs/ft)�.r �- GLASS STACK sonom Sash nP To Tie Bottom Sash Sash Hd9ht DescriWidth J0 3(18"A GLASS 30 3N6"HS GLASS Description S 118'HS GLASS Alan forGl a Ran. .'(n1 53-118° 28 26 _---jL 090'PVB for Given Flange Range53-Ile• 1GLASS 24" EquaN4e 12464 +85.0 4w.o 30 24" Equaulle t2464 +8p.0 -110.0 12"NOM. 12°NOM, ;RR Equal4ite 15.964 +80.0 -110A EXTERIOR GLASS BITE E RIOR GLASS SITE Equaliite 15,954 +65.0 -600 12'NOM. 31" Standard Pmdew 12894-15.863 +85.0 -80.0 GLASS BITE 31" Standard Pmtiew 12994-15.983 *80.0 -110.0 Shortest 12.464-12993 +80.0 -110,0 74 74 Shortest 12464-12993 +65.0 -80.0 Equai4lte 19.662 +80.0 -110.0 34 34 kppro dascmmP�9L 9wftH BG Equal48e 19,652 +65.0 -Sol) 74 GLASS TYPE 8 GLASS TYPE 9 fil Standard PWew 15.044-19.851 +65.0 30.0 Standard Siz ew 15.131-15.051 +80.0 -1100 Bale3&y8' Custom Siza 15.131-15.843 +65.0 �0.0 34 GLASSTYPE4 38.3l8" Custom 81ze 15.131-15.943 +80.0 -1100 .ypAllCustom Size14.131-15.130 +65.0 430.0 Custom Size 14A31-15.130 +60.0 -110.0 �_ 13116'NOM• '�_ 13116"NOM, p ml W. .. Shodest 12464-14.130 +80.0 -110.0 GLASS STACK GLASS STACK Short®t 12464-14.130 +65.0 -80.0 .090"SG .090,SG 7/16'NOM. Equeliile 22.964 +80.0 -110.0 AIRSPACE AIRSPACE Equaliite 22984 +85.0 -60.0 11 GLASS STACK Custom Size 20.131-22983 +85.0 -80.0 Custom Size 20.131-22963 +90.0 -110.0 1/6"AN GLASS- 1/8°HS GLASS 1I8"AN GLASS 3/18"AN GLASS 3/1G'AN GLASS Standard PM49W 18.594-20.130 +80.0 A10,0 31 74 31 74 Standard Promw 16.594-20,130 +65.0 -80.0 .0901,PVB 45" Custom Size 18.131-10.593 +85.0 130.0 3p 3116' GLASS 46' Custom Size 16.131=18.693 +80.0 -110.0 ¢c5v�pp Custom Size 15.131-18.130 +85.0 A0.0 27 Custom Size 15.131-18.130 +80.0 •110.0 V-R 5 V2"NOM.BITE p R GLASS BITE Custom Size 14.131-15.130 +65,0 .80.0 12"NOM, Cu tarn Size 14.131-15.130 +00.0 d10.0 ExrERIo R.,,l,oa s Shortest 12484-14.130 +65,0 �0.0 EXTEglO GLASS BITE Shortest 12484-14.130 +60.0 -110.0 fir' Equal4its 24.964 +65.0 -80.0 Equa Si 31-24 +80.0 •110.0 70-73 OR s 7673 Custom Size 22131-24,963 +65,0 -80.0 74 Gaston Size 22131-24.983 +10.0 -110.0 ®OR Standard Pnmiew 20.194-22130 +00.D •110.0 GLASS TYPE 10 GLASS TYPE 11 Standard Pm�tew 20.184-22130 +65.0 $0.0 34 4i Y 49° Custom Size 18.131-20.193 +65.0 :0.0 GLASS TYPE 5 49' Custom Size 18.131-20.193 480.D •110.0 Ill z Custom Size 16131- 88.130 +65,0 •80,0 Custom 31z0 18.131•18.130 +80.0 •110.0 w 13/16"NOM. 13(16•NOM. O Custom Slze 14,131-16.130 +65.0 -60.0 13(t6"NOM. Custom Size 14,131-16.130 +80.0 •110.D �- GLASS STACK �- GLASS STACK µ Shortest 12464-14.130 +660 -80.0 GLASS STACK m Shortest 12484-14.130 +80.0 -110.0 ,pgD'SG .090"SG }r r❑�i atop 0 E aline 25,777 +65.0 •80.0 .090'PVB a Equaliits 25.777 +80.0 -110.0 AIRSPACE AIRSPACE ❑ Q s AIRSPACE = Custom Size 24.131-25.778 +80.0 •110.0. 178"TP GLASS if8'HS GLASS 118°TP GLASS 3118"AN GLASS Q g r rn /n Z a Custom Size 24,13l-25.776 +66.0 -30.0 E 31 31 --t F Standard Pmliew 20.844-24.130 +es.D -eD.D 3/16"AN G 1/8'AN GLASS o Standard Pm4aw 20.844.24.130 +60.0 •110.0 74 74 O 1 O 5t� W o o CUStam Size 20.137-20.843 +65,0 -80.0 X a Custom Site 20,131-20.843 +80.0 -110.0 R ¢/y�VOR 5 Z W ID F60&V Custom Size %131-20.130 +80.0 A10.0 � 12°S BITM. V GLASS BITE =WSorrCustom Size 18,131-20.130 +85.0 -80.0 ®OREXTERIOR GLASS BITE EXTERIOR OCustom Size 16131-18.130 +66.0 -80.0 Cullom Size 18.131-18.130 +80.0 •170.0 �-1 � FZCustom SIZE 14.131-16.t30 +65.0 -80.0 EXTERIE Custom Size 16.131•16.130 +80.0 -110.0 `a- LLj . c� Q OMO Shortest 12464-14.130 +65,0 -e0,0 Shortest 12464.14.130 +8D.0 -110.0 ®OR 5 70.73 53 OR70.73 O� 5EquaHile 31.964 +85.0 4300 EquaHlle 31.984 +10.0 All., GLASS TYPE12 GLASS TYPE113 r ZCustom Size 28.131-31.983 +85,0 -00,0 O Custom Size 28.131-31.903 +80.0 -110.0 Standard Prodew 25.794.28.130 +80.0 -110.o Z LL Standard Praiew 25.794-28.130 +65.0 -80,013116" Custom Size 24.131-25.793 +B5.0 -BD,O Custom Size 24.131-25.793 +80.0 -110.0 13118"NOM. GLASS STACK s3' Custom Size 22.131-24.130 +80.0 A10.0 GLASS STACK GLASS STACK uz X V Sr Custom Size 22131-24.130 +85,0 -80.0 13f16°NOW .090"SG .090°SG W �J �- GLASS STACK Custom Size 20.131-22130 +80.0 .110.0 _1 Custom Size 20.131-22130 +65.0 -80.0 ! AIRSPACE AIRSPACE _0g0"pyg Custom Size 18.131-z0.130 +eo.D -t10.o 3116°AN GLASS- iIV HS GLASS 3l18"TP GLASS—* 118"HS GLASS Custom Size 18.131-20.130 u$$.0 430.0 faaV3 Custom Size 18.131-ISA30 +65,0 -800 3116"TP Gl_= 18'AN GLASS Cuelan Size 18.131-18.130 *BO.D -110.0 31 74 31 74 ---- - -_---Shodesl--13AW--.16,130-+BS,o__80A Shortest 13,194•-16,130 +80.0 •110.0 q -__31 --_ 74 _- ` Equaliile --39.460,___+80,0"--110.0 -®OR 5 - 12"NQM._ ___ __ OR 5 _- 12°NOM,-- LL W O_ Egraliite 3IL454 +650 A0.0 - - - Custom Sits 36.131-38,463 +OSA -60.0 ®OR 5 Ur NOM Cuatorn Size 36.131•38.463 +80.0 •110.0 EXTERIOR GLASS BITE EXTEROR GLASS BITE Z Q Custom Size 34.131•36130 +650 -WO EXTERIOR GLASS SITE Custom Size 3a,131•38.130 +�,0 -110.0 !� 76" Standard Pmtiew 30.994-34.130 +65.0 -60.0 76" Standard PmdeW 30.994-34.130 +80.0 -110.0 a a U Q (q Cislom Size 30.131-30.993 +65.0 -MO Custan Size 30.131-30,993 +80.0 -110.0 OR 5 7673 &R 70.73 Custom Stza 28.131-30.130 +65.0 -0O.0 70-73 Custom Size 28.131-30.130 +BOA -110.o GLASS TYPE 14 GLASS TYPE 15 a111 'asap sauag 35 OR Shodest 28.194'-28.130 *65.0 �D.O GLASS TYPE? SJpdesl 26194'-28.130 +80.0 -110.0 F-qualilte 42.464 +80.0 -110.0 / ------ --EquaHee--42.464--+fis D_-6o.D---------- -- - -- - - - �`�11p1Y LY►�N 80' QStorrl Size 36131-42483 +85.0 $O.D 64" -Callan S@e'38:131-4Y483 -+80.0-=110.D _ _- _-_ _ __-__ __-_ _ �__ -_ _ _ _ ��`1(T1Q._"""'• '✓// i___ _ Sterdanl Plo-Aaw 34.194'-38.130 +85.0 -00.0 Standard Pro�Aew MAGI•-38.130 +80.0 -110.0 `�-'� UIGENSF'•.C��� ' •,'F i •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 18:BUCK HEIGHT-48.391 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.S06 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-46.806 • Z. 0. STAY 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. J,7/!S;S10NAL 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN=ANNEALED I 11 I I I I l L L 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TPz TEMPERED A,LYNN MILLER,P.E. 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS-HEAT STRENGTHENED P E 058705 TABLES: Anchor Quantities Required for Tip to Tip Width "Through-Frame"Installation is" 25" 33" 1 37' 1 41' j 45" 1 49^ 1 113,11e- usin Glass es 1-7 Jamb Jamh Jamb Jamb Jamb Jamb Jamb b o:I � � zBottom Sash a Descdpl"nSash a og9ht for GhenRerge Ren9e pn) i $¢ ¢ m ¢ m ¢ m An ¢ °aS a m BLE 68: 24' Equal-lite 12.464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 22 2 GlassDescription(Listed from Exterior to Interior) EquaNite 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 22 2 TYPe ApprovedascomplyingtrM0- 31' Standard ProJ.ew 12994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 1 1/8-AN,.090"PVB,1/8"AN Florid Brnlding C Shortest 12464.12.993 2 2 1 2 2 1 2 2 1.2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13116"LIG:1/8"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN DOC %OAR V Equal-life 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 13716"LIG:1/B"TP CAP,AIRSPACE,1/8'AN,.090'PVB,116"AN yparai Dade Product Conhol Standard ProJew 15.944-19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 1/8"HS,.090"PVB,1/8"HIS 383/8" Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 z 2 2 5 3/16"AN,.090"PVB,3116"AN Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 13/16"LIG:3116"AN CAP,AIRSPACE,1/8"AN,.090"PVB,118"AN Shortest 12464-14.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 z 2 z 7 13/16'LIG:3116"TP CAP,AIRSPACE,1/8"AN,.09W PVB,1/8"AN Equal-fite 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 20.131-22.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Slantlard Prodew 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 46' Cuslom Slze 16.131-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a Custom Slza 15.131•16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Cuslom 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 lZ464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 ci rn Y Equal-Ifte 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 W b rq Custom Size 22.131-24.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 > rh O •naa Standard PrWew 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 Krw qqq 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 "' C �-r' 'o a1O0 2 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 (D(VV z y Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 0 M Z Z .. Shortest 12464•14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z LL 0 am i ' O Equal-lits 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 =W s Custom Size 24.131-25.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 F Standard Prodew 20.844-24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 F Z to J uMouO 'oN 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 W DM0 F 50�� Custom Size 16.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 p o YA 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 C Z W Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 U J LL m LL 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 5 Q 0 Equal4lte 31.984 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 = rn 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 ® LU Standard Prodew 25.794-28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 (g I-- Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z Z 1aauS 63, Custom Size 22.131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 --- -- Custom Size 20.131-22.130 3 2-1-1- 3 2-1-1- 3 -2- 1 3 2 Z 3 -2- 2 3 2 -2 -3--2 -2 3 2 -2 Cuslom 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 ZI.... Cust-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 Shortest 13.194'-18.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 L) JEqual4he 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Q Custom Slze 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 a11U Cust°m Size 34.131-38.130 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 Cuat mSzeW 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 - - - - ------ - -----��• YIL_-YN -- pN ..N , Custom Size 28,131.30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 �,• / 't LICENSE•''<< Shortest 28.194'-28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 3 2 Q� Equal-lile 42.464 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, •'. SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE _*: No.58705 84' Custom Size 38.131-42.463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 WINDOW SIZE. Standard ProWew 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,ROUNDUP TO THE NEXT AVAILABLE SIZE. MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 3 FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE ��Q� F APOF MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.606 ) i � •.,<ORIO P,.•'•�Z 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 ......... C9 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN 'S110NAL 0%,1" PRESSURE OF-65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A.LYNN MILLER,P.E. P.E.R 58705 TABLE 7: Anchor Quantities Required for Tip to Tip Width "Through-Frame"Installation 16' 1 25" 33' 1 37" 1 41" 45" 49" 53.1/8' us(nn Glass Types 045 Jamb Jambe Jamb Jamb Jamb Jamb Jamb Jamb e: lC K v K K ` K K Bottom Sash 2 2 2 g f f 0 Oescd cm Sash Height m 33 �� Range for Gilen Range ¢ m ¢ m ¢ to ¢ m m m ¢ m ¢ m TABLE 78: 24" EquaHlte 12464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Glass Equal4ite 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 t 2 2 1 2 2 Type Description(LJsfed from Exterior to Interior) Approsd ding a& wtll the 31" Standard Pmliew 12-994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 lgatt �@infi �C 8 3116"AN,.090"SG,3/16"AN Date ' Shortest 12.464-12-993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2121 2121 2 2 9 3/16"HS,.090"SG,3/16"HS >i0'A# Equal-lit. 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2121 2 2 Prod Ica Standard Prodew 15.944.19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 212 2 2 10 13/16"LIG:1/8"AN CAP,AIRSPACE,1/6"HS,.090"SG,1/8"HS 38-318" Custom Size 15.131-16.943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2121 2 2 11 13116'LIG:118"AN CAP,AIRSPACE,3116"AN,.GW'SG,3/16"AN i Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 13116"LIG:118"TP CAP,AIRSPACE,1/8"HS,.090'SG,1/8"HS Shortest 17464-14.130 2 2 112 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13 13116"LIG:1/8"TP CAP,AIRSPACE,3116"AN,.090"SG,3/16"AN Equal-life 22.864 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 14 13116"LIG:3/16"AN CAP,AIRSPACE, 1/8"HS,.090"SG,1/8"HS Custom Size 20.131-22.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 15 13116"LIG:3116"TP CAP,AIRSPACE, 118"HS,.090"SG,1/8"HS Standard Pro�lew 18.594-20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 45" Custom Size 16.131-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Custom Size 15A31.16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 ci O Y Equal-file 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 W ? Custom Size 22.131-24.983 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 IX w O 0 'naa Standard Preview 20.194-22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 O � O N 49' Custom Size 16.131-20.183 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 }n o Z atop O Q Custom Slze 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 3 (.0 N 3 u� U Cuslan Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 1 M 6 a Z Z Shortest 12.484-14.130 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'J O N W O m Equal-kite 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 =u LL t-D o i, -Ts- Custom n = Size 24.131-25.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 U U O 9 00 a Standard P-lew 20.844-24.130 2 2 1 2 2 1 2 2 1 2 Lu 2 2 2 2 2 2 3 2 2 3 2 2 3 3 Mc�o roN Custom Size 20.131-20.643 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 n� i 50SI8" Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 Z Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 W Custom S¢e 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 m U_ Shortest 12.484-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 j O EquaHite 31.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 3 rn = lD Custom Size 2a 131-31.963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 4 3 ® w J Standard Preview 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 Z ~ Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 ZQ 3aa45 - 63" Custom Size 22.131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 __-- ¢ Q 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 ------ - --- _ a 3- Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 3 r Z U O Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 2 3 4 2 3 LL7 U = Shortest 13.194'-W 130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 U J Z Cq EqualAite 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 Q Q Custom Size 36.131-38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 ag!1 '>sa0 saua5 Custom Size 34.131-36.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 ----761-_Standard FmNew- 30.994-34.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 4 3 4 4 3 11 Custom Size 30.131-30.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 a 3 2 4 3--3-`4-`4`'3` -- - ---------------- -- --- -- -_ �� -�NY-L-YNN 1'- CustomSize 284131.30A30 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 4 3 3 4 4 3 �� -•••••. M 7 _I Shortest 28.194'-28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 3 2 4 3 2 4 3 3 4 3 3 `� �'••'�,ICENSF'`��(� 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, EquaNtle 42.484 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 3 3 5 3 �: •.� SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE NO.58705 84" Custom Size 38.131-42.463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 4 4 3 4 5 3 WINDOW SIZE. Standard Pro�iew 34.194".38.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 4 2 4 4 3 4 4 3 •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. � MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT 3 FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE FAO STST TA E OFF: MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 ) T i .........O •'•��: MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.808 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. i� s .. 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN "'7/S70NAL 0" PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A L44 MILOF.E P.E.#58705 INS;T'ALLATIO DEv7AILS FOR FLANGE FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHOREDTHROUGHFRAME ANCHORED THROUGH FRAME AND IX EDGE DI ANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 - ----_ SEE NOTE 2,THIS SHEET. ANCHORED THROUGH r T r , EMBEDMENT EMBEDMENT FRAME INTO 2X WOOD 1/4"MAX SHIM I+- (i FRAME OR BUCKSTRIP. 0 EE NOTE 2,THIS SHEET. I EMBED- No T�- 4 (�. SASH VISIBLE 17 ft NT EDGE " I LIGHT WIDTH EDGE {PP4ye mm(Ayl¢g wllb tic 1_ DISTANCE DISTANCE gale C.& 1/4"MAX SHIM 19 XDAL 27 L _ L_-J FIXED VISIBLE �(LIGHTWIDTH 01V*44-Produq 11 I I �; 1 SEE TABLE I I •- NOTE 0,FOR .. . 30 18 HEAD TYPE TYP.ANCHOR TYPE, 44 FIXED EMBEDMENTAND VISIBLE EDGE DISTANCE PER - LIGHT SUBSTRATE,SEE 31 5 R 58 HEIGHT TABLES. TIP TO TIP WIDTH - TYP.AN TYPE, 32 EMBEDMENTAND m Y EXTERIOR HORIZONTAL SECTION A-A EDGE DISTANCE PER � _ 07 45 TYP.ANCHOR TYPE, Wo EMBEDMENT AND EDGE SUBSTRATE,SEE O '^aa TABLES. DISTANCE PER SUBSTRATE, 1 N �� a9 K 2 14 SEE TABLE 8. --�{ �+-- 114"MAX.SHIM VISIBLE LIGHT FORMULAS: v O 46 55 DADE APPROVED MULLION,FBC (SHOWN FOR HI-RISE SILL:SEE OJ_j p ii y Z O COMPLIANT ALUM INUM/STEEL FRAMING SHEET 9 FOR STANDARD SILL) Z LL C� m= LU n 43 OR STEEL STUD.MAY BE VERTICAL OR o TO HORIZONTAL.SEE SUBSTRATE =C) .- z `J' „B r 13 WIDTH U U o ®•_ 'o, TIP 63 USE EITHER 1 PROPERTIES,TABLE 8. @ SASH&FIXED LITE:TIP TO TIP WIDTH-5,12" H Z ¢ J 0 0,o HEIGHT SWEEP LATCH @ o W ^ a Q HEIGHT(EQUAL-LITE) t` F MIDSPAN OR 2 p 0 BOTTOM LOCKS TIP TO TIP HEIGHT/2-3.73" Z .... 0 z INSTALLATION c0 SASH HEIGHT(PROVIEW) Z u- VISIBLE OPTION @FIXED LITE:TIP TO TIP HEIGHT12+3.78" :3 O LIGHT ANCHORED THROUGH @SASH:TIP TO TIP HEIGHT/2-11.93" m Z rl- HEIGHT FRAME INTO METAL ® 51 J O HEIGHT(CUSTOM SASH) Q) 8 @FIXED LITE:TIP TO TIP HEIGHT-SASH HEIGHT-3.55" Z O Ims @SASH:SASH HEIGHT-4.60' ¢ N Lu ' EXTERIOR __-_ —_TABLES:— _--_ __ _._ __. _______-_ _ _ __ a _�_ X O__ --O W- -p -- to 33 Anchor Substrata D ste ce Min.Embedment NOTES: w - z r- 15 P.T.Southern Pine(SG=0.55) 9116" 1-3/8" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON J g rp OPTIONAL HI-RISE #12 Steel, TABLE S.FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS.ANY ¢ LL 42 SILL SHOWN.SEE 18-8 Of 410 Aluminum,6063-TS min. 318" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF aNu asap sauas 1"WEEP SHEET 10 FOR A36 Steel 318" 0.063" THE WINDOW. NOTCH AT _ STANDARD SILL. SS Screw \llllll III!!!!! EACH END - - - SteeLStud,_Gf..33.mi0._ 3/8�_D.045"(18 Ga) ____ 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE _ �� NV LYNN �'�. 114"MAX• 8.ALL WOOD BUCKS LESS THAN 1-1112"THICKARETO BE - ---- -O M 1. --- -- CORCfete min.3.35 ksi 1" 1-3/4" CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL ` 1,10ENS �� �i —RiSHIM ( ) F''•. 1/4"410 SS Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS CreteFlex DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS No.58705 P.T.Southern Pine(SG=0.55) 1" 1-3/8" (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER = NO ANCHORS ° Concrete(min.2.85 k31) V 1-3/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND = REQUIRED IN 1/4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR Op' � Uftracon Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" ARCHITECT OF RECORD, 'AO••• A I F 1441 FLANGE OR ' EQUAL-LEG P.T.Southern Pine SG=0.55 1" 1-3/8" ' i '•..ZORIDP. \_� 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS i FRAME SILLS A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. i S O B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PANIHEXIFLAT HEAD TYPE IS DAYLIGHT OPENING),IS MEASURED FROM BEADING TO BEADING. 77�`S�ONAL E: \ ••B-B• ALLOWABLE FOR ANCHORS IN THE HEAD. !7I I!I I 111111, VERTICAL SECTION C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A.LYNN MILLER,P.E P.E.#58705 INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 - ----_- SEE NOTE 2,THIS SHEET. ANCHOREDTHROUGH r T--- T---I EMBEDMENT EMBEDMENT FRAME INTO 2X WOOD E— 1/4"MAX SHIM 1/4"MAX SHIM —►{ �- " FRAME OR BUCKSTRIP. 0 EDGE ME SEE NOTE 2,THIS SHEET. EMBED- SASH VISIBLE I N I DISTANCE • tl [_ LIGHT WIDTH € 17 ° DISTANCE AP2rct �1 'L'trldn B (ng 1/4"MAX SHIM )40 ��llSS [kL'IXGHT' uowb ED AMIX 27 L-_ _ ____L__J ED ISLE J xd al Dade Pmdu at'd SEE TABLE " WIDTH 3 NOTE B,FOR 18 HEAD TYPE �O FIXED TYP.ANCHOR TYPE, 44 ° VISIBLE EMBEDMENT AND LIGHT EDGE DISTANCE PER SUBSTRATE,SEE R 5B z HEIGHT TABLE 8. I 8 l BUCK WIDTH TYP.ANCHO\TYPE, g2 EMBEDME TYP.ANCHOR TYPE, EXTERIOR HORIZONTAL SECTION A-A EDGE DISTAN y 45 EMBEDMENT AND EDGE � SUBSTRATE,S B.EE O �c a O DISTANCE PER SUBSTRATE, O U) .- SEE TABLE 8. }n o 9 alo0 O 14 N Q (7 i w W 1/4^MAX.SHIM VISIBLE LIGHT FORMULAS: p OZ 48 55 (SHOWN FOR HI-RISE SILL;SEE JO J O a LZrI O SHEET 9 FOR STANDARD SILL) Z LL T!2 •--� n DADE APPROVED MULLION,FBC =W c E �8 ti BUCK 73 OMPLIANT ALUMINUMISTEEL FRAMING WIDTH W U CC) ®� HEIGHT USE EITHER 1 OR STEEL STUD.MAY BE VERTICAL OR @SASH&FIXED LITE:BUCK WIDTH-4.12" F-Z S2 •--1 `JMo 63 SWEEP LATCH @ HORIZONTAL.SEE SUBSTRATE O W '� Q MIDSPAN OR 2 PROPERTIES,TABLE 8. HEIGHT(EQUAL-LITE) rr ~ BOTTOM LOCKS BUCK HEIGHT/2-3.23" .-Z 0 Z SASH INSTALLATION L7 OPTION 4 HEIGHT(PROVIEW) LL VISIBLE EQUAL @FIXED LITE:BUCK HEIGHT/2+4.28" :3 O O LIGHT LEG/BOX ANCHORED THROUGH @SASH:BUCK HEIGHT/2-I I AY 2 a0 i HEIGHT FRAME FRAME INTO METAL ® W (~j SHOWN HEIGHT(CUSTOM SASH) _j W @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" Z taays @SASH:SASH HEIGHT-4.60" X - -—— EXTERIOR - ------- - - - - ---TABLES: - ------ - ---- --- --- --- - -- - -- p 7 J- -o 12 33 Anchor Substrate D stE Cee Mn.Embedment NOTES: g Z J O 15 P.T.Southern Pine(SG--0.55) 9116" 1-3/8" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON �j C+J CO OPTIONAL HI-RISE #12 Steel, TABLE 8.F 42 18-8 or 4OLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q W SILL SHOWN.SEE Aluminum,6063-TS min. 3/8" 0.�3" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF ap/1 osa0 sauas 10 1'WEEP SHEET 10 FOR A36 Steel 3/8" 0.063" THE WINDOW. NOTCH AT EACH END - - _ STANDARD SILL. _ SS Screw _ -Steel Stud,-Gr.-33-min.——3/8' _0.045'_.18_Ga_ - 2).MASONRYANCHORS.MAY_BE USEDJN70 WOOD.AS PERTABLE 011`+`LYI�///7/!i� - 114"MAX. 8.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE ��� ...... �SHIM Concrete(min.3.35 ksi) 1" 1-3/4" 1/4"410 SS CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL ��.•' VIGENSF �� CreteFlex Ungrouted CIVIL,(ASTM C-90) 2-1/2" 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 1-1/2"THICK OR GREATER.1X AND 2X 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 _ REQUIRED IN ,° 1/4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR � FLANGE OR Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" -7J Ultracon ARCHITECT OF RECORD. EQUAL-LEG P.T.Southern Pine SG=0.55) 1" 1-3/8" �O�. S ��\ FRAME SILLS 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS C� ••.t0R10 N..•'••\C��� • ° ° A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE i S B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAWHEWFLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. �"77S'ONAL VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. ///IIIIIII� C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,P.E. P.E.0 58705 INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE EDGE DISTANCE DISTANCE EMBEDMENT O 0 EDGE O DISTANCE 1/4"MAX SHIM 1/4"MAX SHIM 5 SASH VISIBLE 17 Apv+and a¢cpb'la$W10 Ra LIGHT WIDTH om EMBEDMENT 19 rodutt=L-J:::JN'- MAXEMBEDMENT FIXED VISIBLE 2 SHIM LIGHT WIDTH T9M01 30 78 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE FIXED DISTANCE PER SUBSTRATE, 44 VISIBLE SEE TABLE 9. LIGHT HEIGHT I 31 5 R 5B 5 BUCK WIDTH 32 I TYP.ANCHOR TYPE, HORIZONTAL SECTION C-C EMBEDMENT AND EDGE j 0 ,naa 45 DISTANCE PER SUBSTRATE,SEE w DADE APPROVED MULLION,FBC TABLE 9.(NAIL SHOWN) o Co COMPLIANT ALUMINUM/STEEL FRAMING 14 1/4"MAX.SHIM �{ Imo•- OR STEEL STUD.MAY BE VERTICAL OR p F°' U O HORIZONTAL,SEE SUBSTRATE -I Z p PROPERTIES,TABLE 9. VISIBLE LIGHT FORMULAS: z LL �_ m n 43 =U W (SHOWN FOR STANDARD SILL;SEE N e T3 U_ d ®� BUCK 13 SHEETS 7 OR 8 FOR HI-RISE SILL) LU CO J ""a .°N HEIGHT USE EITHER 1 F-Z 4 J 63 SWEEP LATCH @ #10 OR#12 STEEL WIDTH O W 0M0 MIDSPAN OR 2 46 55 SELF-DRILLING @ SASH&FIXED LITE:BUCK WIDTH-4.12" p;� a' U) BOTTOM LOCKS SMS(05),SEE TABLE 9. HEIGHT(EQUAL-LITE) Z s Z SASH BUCK HEIGHT/2-3.23" z O u- VISIBLE LIGHT INSTALLATION HEIGHT(PROVIEW) m = U m HEIGHT OPTION 7 @FIXED LITE:BUCK HEIGHT/2+428" ® W W ANCHORED THROUGH @SASH:BUCK HEIGHT12-11.43" # 0 INTEGRAL FIN INTO METAL zz Z z 7aays HEIGHT(CUSTOM SASH) -----—— ------- FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" Q W 16 -STANDARD SILL—— -- - - - - SASH:SASH`HEIGHT 4.60" — - - -p -7 -J o---- - EXTERIOR SHOWN.SEE Z O 33 PREVIOUS SHEET K (7 n 42 6 FOR OPTIONAL rj UUJ 1"WEEP HI-RISE SILL Q Z NOTCH AT - a EACH END TABLE 9: , 1/4"MAX Min.Edge Min. NOTES: 171 '°sa0-.s SHIM Anchor Substrate Distance Embedment ``��1 ( //''� ---— -- - -- - - - —-- USE ONLY SUBSTRATE-APPROPRIATE LYNN \� N.,•YN 2-1/2"x.113"Box Nail P.T.Southern Pine(SG=0.55) 5116' 2.438 ANCHORS LISTEo ON TABLE 9.FOLLOW- 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 EMBEDMENTAND EDGE DISTANCE LIMITS.ANY ��,•' (4� INSTALLATION OPTION SHOWN MAY BE USED No.58705 _ 2-1/2"x.145"Roofing Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 ON ANY SIDE OF THE WINDOW. 7YP.ANCHOR TYPE, 2-1/2"x.145"Roofing Nail P.T.Southern Pine SG=0.55) 378" 2.438 �E ' EMBEDMENT AND EDGE EDGE DISTANCE 9 (DISTANCE PER SUBSTRATE, _ P.T.Southern Pine SG=0.55 1/2" 1.375 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSOSEE TABLE 9. #10 Steel Trusshead SCfeW o ( ) REFERRED IG T DAYLIGHT OPENING)IS %03 (/ (SCREW SHOWN) EMBEDMENT #12 Steel,16-8 of 410 SS 0.125"Aluminum,6063-T5 min. 5/16" 0.125 MEASURED FROM BEADING TO BEADING. O '. : Z. V Screw 0.050"A36 Steel 5/16, 0.05 /'���SS' CO121DP'�N ` VERTICAL SECTION D-D 0.045'(18 Ga)Steel Stud,Gr.33 min.1 5116 0.045 '//"10NAL No A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. IE A LYNN MILLER,P.E. P.E.#58705 2.560" 3.185" 2.060" 2.848" 2.848" T T f� .052' 1.125' �+- 2.848"- .062" .062' L .062" 2.112" I T 2.724• 2.724" 2.724" 1.489" Wprov¢d at snmplylaE with Oj" .987" --�{ 1.125" Fl�+iJ. Bptding e .062" .082 .062" y I Oarx D 1 b3izttl Fads Prodlset tO FLANGE FRAME HEAD O H�INTEGRAL FIN FRAME O EQUAL LEG FRAME HEAD O FLANGE FRAME JAMB O JAMB�-FIN FRAME O EQUAL LEG FRAME JAMB 2.798" 2.798" 2.798- -+{ 2.798" 2.798" -� 2.798" -� 1 WZO 2.841" 3.466" 2.341" 3.508' 3.008" > w .naa 4.133" � .062" .062" .062" .D62" .062" U N m app 0 .062" -7 O m a Z Z } Z LL o= ti LU 1.125" U 0 O 9 a v 1.125' �g h FLANGE FRAME SILL EQUAL LEG FRAME W- Co � j ""a 70 O FLANGE FRAME SILL O EQUAL LEG FRAME SILL HI-RISE 12 SILL HI-RISE F-W 1 0 a Q 9m0 OINTEGRAL FIN FRAME SILL Oh> U) 11 INTEGRAL FIN FRAME OD 2 O 2 2.273" SILL-HI-RISE L) � LL -►{ 1.300" .120" 2.273" -� 7 O .170"� SILICONE STRUCTURAL HOT-MELT BUTYL `g, _ STRUCTURAL 3116"NOM. ® a UJI POLYISOBUTYLENE 1/4'NOM. `a (� 2.772" WITH SILICONE 2 1aa45 /"�{��y�{III .062" DESICCANT FOAM WITH ryJ Z 2211" t�U 2.105" DESICCANT I'- - O a -- --- .082° _ ___-_- __- _ ]235'-- - - - �2 .062" EXT.GLASS _ -- ____ _ _ --O--Z--y- p-- -- • EXT.GLASS w a, INT.GLASS INT.GLASS v j ~�(( y .062" -�-I 1.300" �+-• 1.300" �+•- 1.300" Q W SASH BOTTOM RAIL- to 70 KODISPACE 45G TPS 71 SUPER SPACER®NXT NI nsa0 aauag SASH TOP RAIL t4 FIXED MEETING RAIL is HI-RISE is SASH BOTTOM RAIL SASH SIDE RAIL t7 tillll ttt11 rriii --- - __� --- -- - -_- �- ---_ ------ - - ALUMINUM POLYISOBUTYLENE DESICCANT FILL- NV LYN/, 1446" REINFORCEMENT SEAL 5/16'NOM. ���.•• L\CENSF'•, �+ 1.522" .040"� --�.634" .465" ---� -'�.617" l �.496" SILICONE SEAL _ I� ROLL•FORMED .*.; No.58705 BUTYL 1, STAINLESS STEEL - 627" _ .040" .813" .802" .802' T�-`T .BOY DESICCANT "O ��.. EXT.GLASS EXT.GLASS r 1.370' I+- �O�'•• SAT F (V` .070" .070" 1 .045" .050" �i�s F.�ORIO..•''G\�`� to COVER CHOR to SASH STOP COVER 25A IG BEAD zsa IG SNAP BEAD zs 5ri6"LAMI BEAD z1 7116"LAMI BEAD O ® INT.GLASS O rM INT.GLASS �'1.,s'ONAL tEN���� 72 DURASEAL SPACER 73 XL EDGE SPACER A LYNN MILLER,RE P.E.#58705 TABLE 11: Item PGT Part# Description Material 51 ASSEMBLY DETAILS FOR 1 642001 Head,Flange I Alum.6063-T6 FLANGE FRAMES 2 624017 Head,Integral Fin Alum.6063T6 (OTHER FRAME TYPES SIMILAR). 3 624028 Head,Equal-eg Alum.6063-T6 a 4 624004 Jamb,Flange Alum.6063-T6 4 4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063-T52 1 a 5 624020 Jamb,Integral Fin Alum.8063 TB 51 aPPmved as WMPIYleg—Una 5A Jamb,Integral Fin(Used ForAltemate Radius Top Head) Alum.6063-T52 13 B'idN&C.Natm 6 624031 Jamb,Equal-leg Alum.6063-TB x0Av 6A Jamb,Equal-leg(Used For Alternate Radius Top Head) Alum.6063-T52 40 HEAD t 7 624002 Sill,Flange Alum.6063-T6 8 624018 Sill,Integral Fin Alum.6063-TB INTERIOR 41 9 824029 sill,Equal-leg Alum.6063T6 JAMB 10 624003 Sill,Hi-Rise,Flange Alum.6063-T6 11 624019 Sill,Hi-Rise,Integral Fin Alum.6063-T6 12 624030 Sill,Hi-Rise,Equal-leg Alum.6063-TB a 14 a 13 624006 Sash Top Rail Alum.6005A-761 INTERIOR 14 624005 Fixed Meeting Rail Alum.6005A-T61 15 624012 Sash Bottom Rail-Hi-Rise Alum.6063T6 JAMB 16 624068 Sash Bottom Rail Alum.6063-TB µel ? ZZ co 17 624007 Sash Side Rail Alum.606346 w E 3 -=a 18 624051 Head Anchor Corer Alum.6063-T6 FIXED MEETING RAIL o N $ N 19 624015 Sash Stop Alum.6063•TB 0 N z apop 0 25A 624009 IG Bead Alum.6063T5 0 25B 624011 IG Snap Bead Alum.6063-T5 Q o a W Z 26 624013 5/16"lami Beading Alum.6063-TB Z u- m E r 27 624026 7/16"Lami Beading Alum.6063-76 SASH SASH BOTTOM RAIL W..6 ®� J —7 n oN 30 6TP247 Glazing Bead,Bulb Vinyl for#624023 Vinyl 1- Z v 31 6TP248 Glazing Bead,Bulb Vinyl for#624009&#624011 Vinyl 4 SIDE 16 n> - �Mo 32 724046 Sweep Latch(@ Top Rail) Cast Zinc RAIL Z m Z 33 624049 Bottom Latch(@ Sill) Alum.606346 JAMB LL 34 Setting Block(118"X 1/2"X 4') Neoprene Z � 0 35A IG Setting Block(118"X 3/4"X 4'1 Neoprene = 35B 724014 IG Snap Setting Block Vinyl 17 ® uU O 36 724044 Bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene Z W 1a�45 38_ 724054_Sash Top Rail Gasket Polyethylene 37 N 39 724055 Sash Bottom Rail Gasket Polyethylene - -- — --- — - ______ _ __ LL j_ 0 o__ -- -- --- --- ------ ---- 40 724057 Head Gasket Polyethylene Z06 41 724063 Meeting Rail Gasket Polyethylene INTERIOR _ 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 39 ¢ m rn 43 Weatherstrip,.270"x.18T',Fin Seal(@ MR) amt •,sao sauas 44 67S16G Weatherstrip,.170"X.270",Fin Seal(@ Sash Side Rail) ___45_ Weatherstrip,_.170"X.18T',Fin Seal(@ Top Sash Rail) \\'%\_ `�f LYN 46 varies Balance with Cover&Trim Rigid Vinyl - — -SILL -TABLE 10:MATERIAL PROPERTIES USED------ ���pN,.....,Ntij��_.,__ 51 FOR ANCHORAGE CALCULATIONS: 51 781PSQX #8 X 1"PH SMS(Assembly) Stainless Steel �` t 1vGENSF 55 7834AA #8 X3/4"Ph.PN SMS(Balance) Stainless Steel 7 Material Min.F, Min.F" 63 Alum.Screen with Fiberglass Mesh Varies it Steel Screw r 120 ksi No.58705 70 Kommerling Kodispace 4SG TPS INTERIOR I"Screw 95 ksl _ nW.T .1 = 71 Quanex Super Spacer nXr See Sheet S_l 410 Screw 110 ksi72 Quanex Duraseal Spacer 10 for 51 Elco UltraCor� 177 kai ��Materials 73 Cardinal XL Edge Spacer NOTES: 410 SS Elco CreteFlex® 169.7 kaiiT�'• P74 Dow 791,899 or GE 7700 Backbedding Silicone t ALL CORNERS TO USE GASKET AND/OR SEALANT. 606375 Aluminum 22 ksi �SS� Gr.33, ee32 leStud 33 ksi 45 ksi �����Ni AL 2)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. A LYNN MILLER,P.E. P.E. 58705