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HomeMy WebLinkAboutProduct Approval M IAM I-RADE NHAMi-DADS COUNW NAW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION -,3590--F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) REC T'dvivCc?���{�mia,id,Lgovleconom PGT Industries,Inc. A u G ® 9 1070 Technology Drive 9 North Venice,FL 34275 ST. Lucie County, Permitting 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 revolve 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.- 0 DESCRIPTION: Series"SH7700A"Aluminum Single Hung Window—L.M.I. APPROVAL DOCTTD rawmg No. 7700 OA-1, titled "Aluminum Single Hung Install sheets 1_through 11.of.11, dated.04/01/18,.,prepared by manufacturer, signed_and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade Cou&t UJ yProduct Control Section. MISSILE IMPACT RATING: arge and Small Missile Impact Resistant LABELING: Each unit shall bear apermanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement 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. MIAMI•DADE COUN te: August 3, 0.06 j+ Expiration Date: August 23,2023 � ,('71, Approval Date: August 23,2018 { Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Bung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 -5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 -- 4)Large Missile Impact Test per FBC;TAS 201-94 �- - 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-18-7835.2,dated 05/04/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 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). Manuel per—ezTrE. ' Product Contr l Exa iner NOA No. -0 30.06 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez,RE G. OTHERS 1. None. Manuel er Q.E. Product Control Eanyner 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 17-13/16"MAX.O.0 DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF A /.-" I THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). .318 MAX. VARIES PER GLASS TYPE, LARGE&SMALL MISSILE 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR SEE SHEETS 2-5 IMPACT RESISTANT INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP) MUST BE TEMPERED,USE ONLY GLASS TYPES 3,7,12.13 OR 15, 17-3/4"MAX. 17-3/4" 52-118'MAX.BUCK WIDTH 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY (17AX�BUCK MAX, 9-112"MAY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE IS-MAX.BUC 5'MAX.O.C' 4-11115"MAX. SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN,KS! Er O.C. SHEET SEE ipprand as somplylog with 0- S&9 EET10 F 81-ing PER ANCHOR TYPE. SHEETS8 IM C JL6 9�&D2uu'�Lon'w' q0A0 CG WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED IX INSTALLATIONS. EE 111aad V�dc rmd= I SHEETS a a 9 SHEET is 1XWOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD 4}ALL A.SEE r SH BUCKS DEPICTED AS 2K ARE 1-1/Z"THICK OR GREATER.1X AND 2x BUCKS(V%MEN USED) EQUALLY SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. SPACEDILII J ANCHORS PER WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(POR) T. L ORARCHITECT OF RECORD.(AOR). I . 1 11 61 1 17-3116"NIAX.O.C. 21 t 84" 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MAX. 83" STUCCO.USEANCHORS OFSUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING&FLASHING STRATEGY 12-1/16"MAX.O.C. TIP MAX. TO BUCK FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND x ANCHORSPER TIP HEIGHT THE SCOPE OF THESE INSTRUCTIONS. EQUALLY SPACED HEIGHT TABLES NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 9 Lu _1/211MAX� D.C. :C > (q.,MAX.BUCK) 13-5/16"MAX.O.G. 6)IW MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS, TA13 7)DESIGN PRESSURES: T - :'O o A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLETESTING AND GLASS PER ASTM E1300. 0 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE c\I o. area— X TESTINGANDGLASS PER ASTM E1300. S_j NOANCHORSATSILL '�L 0 0 D _j Z I�—P (:, Z 0 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. T�53-1/8"MAX.TIPTOTIPWIO 1"WEEP N CH 4-11116*MAX. WEEP NOTCH C) UJ AT EACH D H END z U- 'D 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO REStSTTHE WINOLOADS 7 T LLF CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33.1/3%STRESS INCREASE ELEVATION FOR P.FLANGE FRA ELEVATION FOR TYP.FIN FRAME SHOWN WITH o o 6 0 SHOWN WITH EQg6<�NFIG&RATION EQUAL-LITE CONFIGURATION f__ 't =< �N HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR W 2 eo WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO c:-w ��Sl 8> CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE �r a) 0 FLORIDA BUILDING CODE FOR CORROSION RESISTANCE TABLE 1:ALLOWABLE GLASS TYPES 03 z — Glass OF USER INSTRUCTIONS: t- a PER Type Table 9 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN W LL 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENT Description(Listed from Exterior to interior) CD CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING 094"PVB if8"AN 2 PRESSURE REQUIREMENT FROM ASCE 7. 0 JURISDICTION. w — -5 13116"LIG:1/8'AN CAP,AIRSPACE,I/a"AN_090"PVB,1/8"AN 2 2)KNOWING YOUR GLAZING OPTION*(TABLE 1),WINDOW _j W w 10)REFERENCES:TEST REPORTS FTL 18-7635.1&18-7835.2;ELCO ULTRACON NCA:ELCO 3 ISMS"LIG.I/&'TP CAP,AIRSPACE,118"AN, PVB,118"AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOVTS DESIGN 0 ul CRETEFLEX NDA;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 4 1/8"HS,.099'PVB,1/8"HS 4 PRESSURE FROM TABLES 25.IT MUST EQUAL OR EXCEED THE z T.—.qs ANSI/AF&PA NOS&ALUMINUM DESIGN MANUAL • 5 3116"AN..090"PVB,3/16'AN DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING U) 4 OBTAINED IN STEP 1. < z 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 5 13116"LIG:3/16"AN CAP,AIRSPACE,118"AN,.090"PVB,1/8"AN 4 0 M _j g :D 7 13/16"LIG:3116"TP CAP,AIRSPACE,1/8"AN,.090"PVB,VB"AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6&7. h z 3 3116-AN,.090"SG,3116"AN ;� IGU A: LE SASH CONFIGURATIONS AND SHAPES 5 w =' z 4)INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 8 :E WIDTH WIDTH WIDTH 9 3/16"HS,.09V'SG,3/16'HS _J w (1) 5 FOR EQUAL LEG INSTALLATION ORSHEET9 FOR INTEGRAL FIN 0 -LIG: -AN CAP,AIRSPACE,I/&'HS, SG,11W HS 5 INSTALLATION. 10 13116 .Iff FAN r 11 13/16'UG:1TW _AP,AIRSPACE,am'AN,.090"SG,3116"AN 5 DESIGN PRESSURE RATING DETERMINATION IS THE SAME 113116"LIG:118"TP CAP,AIRSPACE.118"HS,.099'SG.1/8'HS 6 1 13 GESS FOR ALL FRAME TYPES(FLANGE,INTEGRAL FIN OR Qk�(LYIVIV*1111111 111// 'Ill 13116"LIG:118 TP CAP,AIRSPACE,3116"AN,.099"SG,3116"AN 5 EQUAL LEG/BOX). w w w w 14 13116"UG:3116"AN CAP ,AIRSPACE, I/U"HS,.09D'SG,118"HS 15 13!16"LIG:3116"TP CAP,AIRSPACE, 118"HS, SG,1/8"HS N..58705 SG=KURARAY SENTRYGLASO INTERLAYFR BY GENERAL NOTES............ ............ RECTANGULAR RADIUS-TOP RECTANGULAR CODES STANDARDS USED: KURARAY AMERICA,INC. ELEVATIONS.......................................................1 EQUAL WITH PROMEW WITH C ULAR -2017 FLORIDA BUILDING CODE(F PYU'-KURARAY TROSiroLP PVB INTERLAYER BY DESIGN PRESSURES I GLAZING DETAILS 2-4 CUSTOM SO).STH EDITION KVRARAYAMERICA,INC. ANCHOR QUANTITIES 5.6 0 S OF LITE SASH SASH STM El 300-09 SASH :A AN=ANNEALED INSTALLATION,FLANGE............................_..7 ANSLIAF&PA NDS-2015 FOR WOOD CONSTRUCTION INSTALLATION,EQUAL LEG .............. 8 L SHAPES WITH L SASH CONFIGURATIONS ARE APPROVED.SHAPES HS=HEAT--TRENGTHENED SEUSED BY SCRIBING THE SHAPE INA BLOCK AND OBTAINING -ALUMINUM DESIGN MANUAL,AOM-2015 TP-TEMPERED INSTALLATION,INTEGRAL FIN............................9 DES -AISl S100-12 (110 PRESS ES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE •AISC360-10 n EXTRUSION PROFILES.........................................10 TABLES E FOLLOWING SHEETS. ASSEMBLY&PARTS LIST................ A.LYNN MILLER'P'Z RE.#50705 TABLE 2: ' Bottom Sash Sash Haight GiDesign Pressure pbs)R2)for Glass Types 1&2 DeI n Range Range On) Tip to Tp Width veen RRan 26" 33' 3T 41 45" 49" I C537116'. 24" Equal.lne 12464 ,. 0 +6.0 -B0. +65.0 $O.D +65. $0.0 +65,0 $D.0 +65.0 •80.0 +65.0 •BD.O +65.0 $,p Equat-lite 15.954 * - A +65.0 $0.0 +55.0 $0.0 1+65.0 1-80.0 +65.0 $0.0 +65.0 $0.0 +65,0 -80.0 +65.0 --00.0 5116"NOM, 31" Standard Prodew 12.994-15.963 +65.0 $0.0 +65.0 1$0.0 +65.0 •80.0 1+65.0 1$0.0 +65,0 40.0 1+65.0 -80.0 +65,0 -80.0 1+65.0 GLASS STACK / Shortest 12464-12993 +65.0 $0.0 +65,0 I$GA +65.0 -80.0 +65.0 -80.0 +65,0 60.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 19.652 +65.0 •80.0 +6118"RN GLASS ^-apcvrcd ua complying with MuE ual 5.0 $0.0 65.0+ $D.0 +65.0 .80. +65.0 0 $D.0 +65.0 $0.0 +65.0 -8D.0 +65.0 �-00.0 ,tl90"pVB 5hu"eard Pmuew 15.944-19.651 +65.D -840 +65.0 $010 +55.0 $40 + ,0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 x$0.0 F2u.uLu rlding0 d 118"AN GLASS itxst: 38$18" Cullom Size 15.131-15.943 +65.0 $D.0 +65.0 $0.0 +65. 60.0 +65.0 $0.0 +65.0 $40 +65.0 •840 +65,p $D.0 +65.0 $0.0 30 !1011071 Custom Size 14.131-15.130 +65.0 $0.0 +65.0 $0.0 +55,0 $40 +65.0 $0.0 a65.0 $DA +65.0 1$0.0 +65.0 $OA +65.0 1-80.0 � '..3�ar.•17a/i3. t?ao0utt 'antra) Shodest - 12464-14.130 +65.0 $0.0 +65.0 40,0 +65.0 $0.0 +65.0 •80.0 +65.0 $0.0 +65.0 1$0.0 +65.0 $0.0 +65.0 $9.0 26 1!2"NOM. Y Equat4ite 22964 +65.11 $0.0 +65.0 $0.0 +65.0 60,0 +65.0 $D.0 +65.0 $0.0 +65.0 $6.D +65.0 $40 +65.0 $0.0 GLASS BITE Custom 51ze 20.131-22963 +65.0 $0,0 +6$.0 -80.0 +65.0 •80.0 +65.0 .80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 490.0 EXTERIOR Standard ProSew 18.594-20.}30 +65.0 $0.0 1+65,0 $0.0 +65.0 t$0.D +65.0 $D,D +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 -60.11 4 46' Custom Size 16.131-18.593 +65.0 $0,0 I+65.0 $0.0 +65.Q $0,0 +65A $0,0 +55.0 $OA +65.0 -80.0 +65.0 $D.0 +65.0 $0.0 I 75 Custom Size 15.131-16.130 +65.0 $0.0 +65.0 80.0 +65.0 $0.0 +66,0 $0.0 +65,0 $0.0 +65.0 -80.0 +65.0 6010 +65.0 $Q.0 Custom Size 14.131-15.130 +65.0 -80.0 +65.0 $40 +65.0 $40 +Mo $0.0 +65.0 $0.0 +65.0 $0,0 +65,0 $O.p +65.0 $0.0 34 s Shortest 12464-14.130 +65.0 $0.0 +S&D $0.0 +65.0 60.D +65.0 $0.0 +65.0 •80.0 +65.0 $0.0 +65,0 -60.0 +65.0 $0.0 GLASS TYPE 1 EquaNite 24.954 +65.0 -840 +65,0 $0.0 .65.0 $0.0 +65.0 $0.0 +65,0 $0.D +65.0 $40 +65.0 $0.0 +6510 60.0 Custom Size 22131-24.963 +65,0 $0,0 +65.0 .80.0 +65.0 $40 +65,0 .80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 Standard Pmuew 20.594-22 930 +65.0 $0.0 a55.0 -80.0 +65.0 -80.0 +&510 -w-.o +65.0 -80.0 +55.0 -50.0 +6510 -8010 +55.0 $0.0 49' Custom Size 18.131-20.193 +65.0 .80.0 +05,0 $0.D +65.0 $D.0 +65.0 .80,0 +65.0 $p.0 +65.0 -13D.0 +65.0 $40 +65.0 $U.D tLi z Costen Sae 76.}37-}8.}30 +65.0 -840 +65.0 $0.0 +65.0 $0.0 +65.0 $0.4 +65.0 $D.p +BSA -80.0 +65.0 $40 +65.0 -80.0 - p •nay w O Custom Size 14.131-16.130 +65.0 --BO +65.0 -00.0 +65.0 $0.0 +65.0 $0.0 +65,0 $0.0 +65.0 $0.0 +6510 $0.0 +65.0 •77.6 Z Stwnest }2464-14.130 +65,0 $0.0f.65,0 $0.0 +65.11 -80.0 +5.0 -80.0 +65.0 .80.0 +65.0 -840 +65.0 $010 +65.0 -75.1 } U ice, 13!16"NOM. t•- o alo0 O1 Equal-Tile 25.777 465.0 -00,0 +65.0 $0.0 +65.0 $0,0 +65.0 -00. +65.0 -80.0 +65.0 $0.0 +65,0 $0.0 +65.0 -P0.0 -`� I GLASS STACK NV z O c, Cos orn ¢e 24.131-25.776 +65.0 -80.0 +650 -80.0 .65.0 -80.0 +65,0 -8010 +65,0 $DA +65.0 -80.0 +65.D -80.0 +6510 $40 _!th Z 2 o Standard Prodew 20.844-24.130 +65.0 $0.0 +65.0 $0.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 .65.D -60.0 +65.0 60.0 .090'PVB U•-1 O aH LU 0 AIRSPACE z W �o ��^, •-y a Custom Size 20.531-20.843 +65.0 -80.0 +65,0 $40 +65,0 -80.o +65.0 -8010 +65.0 $0.0 +6510 -6010 +65.0 -80.0 +65.0 -50.0 }t8'AN GLASS - =UT 'to d 1"' F- 50318' Custom Size 18.131-20.130 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0,0 +65.0 -SDA +65.0 $0.0 +65.0 -611.0 +65.0 --80.0 118"AN GLASS D 'aN Custom Size 56.131-58.130 +65.0 -80.0 +65.4 •80.0 a65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 •840 +65.0 -840 +65.0 -77.6 31 75 F-Z 91AU Cullom Size 74.131-15.130 +65.0 $0,0 465.0 -80.0 +65,0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 •75.1 N Lit 7 ^ 0 < Shortest 12464-14.730 +65.0 -8410 +IiSo $0.0 +65.0 .80.0 +65.0 -80.0 +650 -80.0 .65.0 -840 +65.0 $010 +65.0 -73.9 � O `r 07 5 OR 5B 112"NOM, Z Z Equal-lite 31.964 +66.0 $D.0 +65.0 $D.0 +65.0 $D,0 +65.0 -80.0 +65.0 $D.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 GLASS BITE U Y Custom Sae 78.131-31.953 +65.0 $0.0 ;Sao -86.0 +65.0 -840 +65.0 -80.0 465.0 $010 +65.0 -WD o +65.0 $0.0 +65.0 •71.6 EXTERIOR Standard ProMew 75.794-2&130 .65.0 $0.0 +65.0 $0.0 +65.0 $0,0 +65.0 $0.0 +65.0 $0.0 1+65.0]80.0 +65,0 $0.0 +65.0 •73,9 Z LL LL Custam St.. 24.}31-28.793 +65.0 -840 +65.0 $0.0 +65.0 $0.0 +65.0 -840 +65.0 -80.0 +650 +650 -80.0 +65.0 -727 w S N 63" Custom Size 22131-24.130 +65.0 $0.0 +65.0 $D.0 -65.0 $4p +65.0 $D.0 +65.0 $D.0 +65.0 +65.0 J&B +65.0 •70.5 70-73 ID LU Custom Size 20.131-22130 +65.0 -80A +65.0 •8010 +65.0 $40 +65.0 $QA +65,0 -80.0 +65.0 +65.0 77.1 +65.0 -58.4 35P OR 56 ca _j Custom Sizo }5.131-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 $0,0 +65.0 -80.0 +65.0 $0.0 +65.0 +65,0 45.4 +65.0 46.5 Z 1'145 Custom Size 76.131-1&130 +65.D -80.0 +65.0 -8010 +6510 -80.0 +6510 $0.0 +65.0 $0.0 +65.0 +85.0 73.8 +64.7 -64.7 GLASS I-YPE2 U) Shodeal 13.194•-1G.130 +65,0 -00.0 +65.0 $0.0 +65.D $0,0 +65.0 $0.0 +65.0 -75.9 +65.0 +65.0 -68,2 +623 '1123 = J Equsi.me, 38.454 +650 •80.0 +650 •80.0 +65,0 $40 +65.0 -80.0 +65,0 $0,0 +65.0 +65.0 •80.0 +65.0 73.9 Q O Costom Sae 35.131-38.463 +65.0 $0.0 465.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 +65,0 -79.8 +65.0 -71.6 2 Custom Size 34.131-36.12D +65.0 -80.0 4650 -80.0 465.0 $40 +65.0 -80.0 +65.0 $0.0 +65.0 •80.0 +65.0 77.9 +6510 •64.4 0 � d � 76' Standard Pfodew 30.994-34.130 +65.0 -80.0 +65.0 410.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0,0 +65.0 .80.0 +65.0 -75.4 +65.0 6@.5 3 O Custom Sae 30.131.30,993 +65.0 -80.0 +6510 •840 +650 $0.0 +65,0 $D.0 165.0 $D.0 +65.0 -7&9 +650 -74.5 +65.6 •55.6 ++P:1 'asaU sat+a5 Custom Size 28.131. +65.0 -0OA +65.0 -80.0 +55.0 -80.0 x65.0 $D.0 +65.0 -79.1 466.0 -75.3 +65.p -71.9 .63.8 •fil.8 Shortest 26.194'-28.130M .80.0 *65.0 $0.0 +65.0 $0.0 +65.0 -75.9 +66,0 -71.8 +65.0 $8.2 +62.3 623 w1�`(LYN 11A1'`�t, Equa141te 42464 0 $OA +65,0 $0.0 +65.0 100.0 +6510 $0.0 +65.0 •80.0 465.0 -77.9 +65.0 .69.4 `��� �,�`.`•••""Iv 84" GusmmSize 38.13!-4246300.0 +65.0 60,0 +65.0 $00 +656 $4p +65.0 •78.9 .5510 •74,6 +65.0 -65.6 ICStandard Pro+iew 34.194'-38.130 $0.0 +65.0 $0.0 +65.D "00.0 465.0 -75.9 +65.0 •71.8 +65.0 -68.2 +S23 62.3 No.58705 •� MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 =*7 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 - MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS 1S:TIP TO TIP HEIGHT-49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 �.C11\ F� 1� ST 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. 2717s�t�j11AL•�1��t� 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SIZE AN=ANNEALED 1 j milt t 1}t} 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 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF-55 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED, HS=HEAT STRENGTHENED A ,P.E.4YNP.N MILLER, r TABLE 3: Bottom Sash Sash Height Design Pressure(lbslfe)for Glass Type 3 Desai Ran Range(in) To la Tip Width fxGlten Range 1b" 25' 33' 37" 41° 45" 43 53.118'' 24" Equal-lite 12464 7--57140.11 +65.0 40.0 +65.0 40,D +65.0 40.0 +65.0 -00.0 +65.0 -80.0 +65,0 -80,0 +65.0 ..80.0 13/18"NOM. Equal-lite 15.964 +65.0 -80.0 +65.0 -80.0 +65.0 40.11 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +55.0 -80.0 +65.0 -80.0 GLASS STACK 31" Standard PrrnAew 12994-15.963 +65.0 -000 +65.0 -80.0 +65.0 40.0 +65.0 •80.0 +65.0 -00,0 +65.0 -60.0 +65,11 •00.0 +65.0 -80.0 .090"PVB Shodest 12464.12.993 +55.0 40.0 +65.0 40.0 165.0 40.0 +65.0 •80.0 +6 AOA +65.0 4D.0 +55.0 •80.0 +65.0 -80.0 At PACE Equal4ile 19.652 +65.0 A0,0 +65.0 40.0 +65.0 4MA +65,0 -8D.0 +65,0 40.0 +65.0 -80.0 +65,0 -00.0 +65.0 •-80.0 118" GLASS AN GLASS wpproSed r0.mmptylag xttb ltm Standard Prrnlew 15.944-19.&51 +65.0 A0.0 +65.0 AOA +6511 40.0 +65.0 •80.0 +65.0 .0 +65.0 -80.0 +65,0 -80.0 +65.0 -86.0 fruni B+.kil°g C� a 38-3/a" Custom Size 15,131-1.943 +65.0 80.0 +65.0 AQO +65.0 40.0 +65,0 40.0 +65.0 40. +65.Q -00.0 +65.11 AD.O +65.0 -80.0 31 75 Oe.c� tlIDAL Custom Size 14,131-15.130 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 +65.0 •8D.0 +65,0 40.0 5.0 -80.0 +65.11 -8a.0 +65.0 a AOA t/��q� Miatol Dote Pmdoct tto3 Shortest 12464-14.130 +II&D -00.0 +65.0 -80.0 +65.0 40.0 +65.0 -8110 +65.0 40.0 + . 4a0 +65.0 -80.0 +650 -AOA [`JOR SB 1/2"NOM. i�.•q Equal•lile 2296q +65.0 40,0 +65,0 40,0 +65.0 40.0 +65.0 400 +65.0 40.0 +65.0 OA +65,0 -80.0 +65.0 40.0 EXTERIOR GLASS BCfE Custom Size 20.131-?2.963 +65,0 400 155.0 40.0 +65,0 -a0.0 +65.0 40.0 +65,0 -60.0 +Iiao 40. +65.0 •80.0 +65.0 ••-80.0 /L-r StandardPrW.w 18.594-20.130 +65.0 A0.0 +65.0 •80.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 -50.0 .0 411,0 +65.0 ,•80.0 may--+ 45" Custom Size 15.131-18.593 +65.0 -80.0 +65 0 .60.0 +65.0 -no +65,0 •80.0 +65.0 Pao +65.0 A110 +65. -@0.0 +65.0 .-80.0 70-73 Custom Size 15.131-16.130 +65.0 -00,0 +65.0 -90.0 +65.0 40.0 +65.0 40.0 +65.0 A0,0 +65.0 40.0 +65.0 +65.0 '40.0 53 AOR 35B a Custom size 14.131-15.130 +65.0 -80,0 +65A 430.0 +65.0 40.0. +650 40.0 +850 40.0 +65.0 -80.0 +65.0 43QA 65.0 .40.0 GLASS TYPE 3 ,s Shortest 12464-14.130 +65.0 40,0 +65,0 40.0 +65.0 -00,0 +60.0 .80.0 +65.0 40.0 +65.0 40.0 +65.11 4O0 + 4o.0 Equal4ite 24.964 +65.0 40.0 +65.0 -80.0 +65.0 40.0 +650 4aD +65.0 -80.0 +65A AO.D +65.0 -80.0 +65.0 , Custom Size 22131-24.963 +65.0 -Illi +65A 400 +650 -80.0 +65.0 40.0 +65.0 •80,0 1.65.0 -80.0 +65.0 •80,0 165.0 Standard Praiew 20.194-22 730 +550 -811.0 +65.0 •80,0 +65.0 40,0 +650 -80.0 +65.0 AO.p 1+65.0 -80.0 +65.0 -80.0 +65. --80.0 LO 49' Custam Size 18.131-20.193 +65.0 40,0 +65.0 "80.0 +65.0 40.0 +65.0 40.0 +65.0 -00,0 +65.0 -80.0 +65.0 •80.0 + ,0 AOA W Oustam Size 1&131-18.130 +55.0 -baa +65.0 -80.0 +65.0 40.0 +65.0 40.o +65.0 -SOA +65.0 40.0 +65.0 A0.0 +65.0 40.0 O 'naH Custom Size 14.131-16.130 +65.0 -0D.0 +65.0 40.0 +65.0 40,0 +65.0 AD.O +65.0 -0D.0 165.0 •80.0 +65.0 -BO +65.0 '•80.0 amco -- Shortest 22464-14.130 +65.0 -60.0 +65.0 40.0 +65.0(-00.0 +65.0 .80.0 +no 40.0 +65.0 40.0 +65.0 .0 +65,0 400 per,• ps' to Equal-lite 25.777 +65.0 -00.0 +65.0 40.0 +65.0 40.0 +55.0 -80.0 +65.0 -00,0 +65.0 -00.0 +65,0 -80.0 +65.0 +60.0 C7 C'4 z y 0 (r Q a, Custom Site 24.131-25.776 +65,0 40.0 +65.0 -80.0 +650 -80.0 +65,0 -80.0 +65.0 40.0 +&50 40.0 0 .8MO +65.0 -80.0 C+1 Z o Standard PtoNew 20.844-24.130 +65.0 AO,D +65.0 40.0 +65.0 AD.O +65.0 •80.0 +65,0 A0.0 +85.0 40.0 65.0 -00.0 +65.0 •8D.0 Ij o a r W p P' 6051@" Custom Size 20.131-20.843 +65.0 40,0 +65.0 -80.0 +650 -80.0 +65.D -80.0 +65.0 -86,0 +65.0 -B0. +55.0 4p.D +65.0 ;80,0 =LL o� 1- Custom Size 1&131-20.130 +65,0 400 +65.0 •80.0 +65,11 40.0 +65.0 40.0 +bap -@0.0 +65.0 X. +650 -00.0 +65,0 .80.0 U C.) O ®a `• u.00 Custom 5129 16.131 18.13D +65.0 -80.0 +66.0 40.0 +65.0 -80,0 +65.0 -Ba0 +65.0 40A +65.0 0.0 +65,0 -80.0 +65.0 ••80.000 Custom Size 14.131-16.130 +65.0 -0O.q +65.0 -80.0 +65.0 -00,0 +65.0 40.0 +65.0 40.0 +65. A0.0 +65,0 -80,0 +65.0 40.0 } r. a¢ 9410 Shortest 12484-14.130 +65.0 40,0 +65,0 -80.0 +65.0 40..0 +65.0 -Sao +650 40.0 t .D 4D.0 +65.0 1-80.0 +650 I-60.0 t- 0 2 Equal4de 31.954 F+65.0 -00.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 400 65.0 -00.0 +65.0 40.0 +65.0 40.0 `- Custom Size 2&131-31.F63- 40.0 +650 40.0 +65.0 -80.0 +65.0 4D.D +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +650 •80.0 C.'l Standard Prodew 25.794-28.13D 40.0 +as.o Aa0 +65.0 -B0,0 +65.0 40.0 +65.0 A +65.0 -80.0 +65.0 40.0 +65.0 •80.0 Z Custom Size 2-0.131-25.793 •80,0 +65.0 -80.0 +65o A0,0 +65.0 -80.0 +65.0 OA +65.0 -Saa +65.0 40.0 +65.0 -80.0 m S c«7 a, Custom Sim 22.131-24.130 -80.0 +65.0 40.0 +65.0 40,0 +65.0 .80.0 +65.0 A0.0 +65.0 -800 +65.0 AOA +65.0 -80.0 ® J Custom Size 20.131-22130 A0.0 +650 40.0 +65,0 .80,0 +65.0 -80.0 +65. 40..0 +65.0 •80.0 +65.0 400 +65.0 -76.0 Custom Size 18.131-20.130 40A +65,0 40.0 +65.0 -80.0 +65.0 -80.0 +65 -80,11 +65.0 •80.0 +65.0 -60,0 +&5.0 -75.8 Z os4S Custom Size 16.131-18.130 40,0 +65,0 .80.0 +65.0 40.0 +65.0 40.0 .6!.o I-80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -73.6 Shomesl 13.194•-16.130 +65.0 40.0 +65.0 40.0 +65.0 -80.0 1+65.0 -80.0 +65,0 A0.0 +65.0 40.1) +65.0 1-77,7 +65.0 1•11.0 1 O Lu O Equallte 3&464 +65.0 -810 +6&0 40.0 +65.0 -80.0 +65.0 -80.0 +65.11 AR.O +fi&0 40.Q +65,11 -80.0 +65.0 -80.6 Z LD O Custom Size 3&131-3&463 +65.0 -80.0 +65.0 •80.0 +65.0 -8DA +65.0 -800 +65.0 -00.0 +65.0 40.0 +65A -610 +65.0 •80.0 h Custom Size 34.131-36.130 +65.0 40,11 +65.0 A6.0 +65.0 A0,0 +65,0 .80.D +65.0 40.0 +65.0 •80.0 +65.0 40.0 +65.0 -Tp.t t� J D. 76' Standard Pmdev 30.994-34.130 +65.0 -600 +65.0 -$0.0 +65.0 -mo +65.0 -80.0 +Me .80,0 465.0 -80.0 +65,0 40,0 +65.0 -76.8 .q; p co Custom Size 30,131-30.993 -65.0 -00,0 +65,0 -800 +65.0 •80.0 +65.0 .80.0 +65.0 -80.0 +65.0 •8D.0 +65,0 -80.0 +65.0 •,7,4.8 &Nit 'ate saua5 Custom Size 28.131-30.130 +65.0 -80.0 +65.0 •80.0 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -72.7 Shortest 26.194•-28.130 +65.0 -80.0 +65.0 -80.0 -Z6 5-0 Aa0 +65.0 40.0 +65.0 40.0 +65.0 .80.0 +65,0 -7Z7 +65.0',44.0 \fit YL'YN A't��r Fquabtite 42464 +65.0 -BOA +650 4ai +65.0 -80.0 +68,0 40A +65.0 -0R.a +65A 40A +55.0 -00,0 +65.0. -78.1 ��� ��.•••••• •r/ � :y1GENSF'•��� a4" Custom Size 38.131-42,463 +65.D -80,0 +65,0 -80.0 +65.0 -0OA +65.0 -80.0 +65,0 A0.0 +65.0 40.0 +65,0 40.0 +65.0 -74.8 Standard Prwiex 34.194•-38.139 +65.0 AOA +65,0 40.0 +65.0 -80,0 +650 1-80.0 1+65.0 -80.0 1+65.0 .80.0 +65.0. •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TOTIP HEIGHT-49.391 No.58745 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 '41 '0 .-a, ��` MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 "•�Q.•. 'ST �.- kr: UAL 2)FOR SIZES NOT SHOWN,ROUND UPTO THE NEXTANDINTEGRALIAVAILASLQE SIZE. WINDOWS,SUBTRACT I"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO QETERMINE THE WINDOW SIZE.1)T P TO TIP DIMENSIONS SHOWN.FO 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. AN=ANNEALEDTP=TEMPERED 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 STRENGTMENED A.LYNN MILLER,RE P.E.i/58705 J Sr. C; ` u TABLE 4: TABLE 5: _ Zerl,nP (lbsllf2)for Glass Types 4.7 5116"NOM. Design Pressure For Glass Types 0.16 • 3/76^AN GLASS GLASS STACK • 3116"HS GLASS ash Tip7o Tip Bottom Sash 4 Tip To Tip A90"S .090"SG on Sash Height Width 110"HS GLASS Descd 1bri Sash Height TWidth 3116�AM GLASS.090"pVB p 30 11 3/1GLAS5 Range Qn) Range(in): 3Dfar ange 53-110" 30 l/8-HGLASS rwGNen Rlange 25 y0 e 12464 +55.0 -90.0 24" Equal-lite 12.464" +00.0 -110.0 12"NOM. 12"NOM. la 15.984 +65.0 •860 20a Sq. is 15,964 "_+60.0 -110.0 EXf£RIOR GLASS BICE EXTERI RGLASS BITE Ot7ew 12994-15.903 +85.0 -80.0 31" Standard Pmdew 12994-15.98 +110.0 -110.0 EXTERIOR BITE Shortest 12484-12993 +05.0 -80.0 �1-, Shortest ����72464-12.9931 +86.0 -110.0 74 � 74 EquaNite 18.652 +05.0 -80.0 �3 74 Equal-Ille 19.652 ,+80.0 •1100 34 34 � gppr02ed.•1aea7.°tplying RPA tit- Standard PnM- 15.944-19.651 +65.0 -80.0 Standard Proview 15.944-19.651„+80.0 -110.0 GLASS TYPES LASS TYPE9 51az7 8 7din5c o 34 38-3f8" Custom Size 15.131-15.043' +80.0 -110.071' 383(8" Custom Size 15.131-15.943 +85.0 •170.0 GLASS TYPE 4 1LDA'J Custom Size 14.131-15.130 +85.0 -6D.e Custom Size 74.131-15.13q +60.0 .110.0 -+�-� 'y,__ 13176"NOM. _`� ��_ 13176°NOM. ik37 siE Tt47r20 Pmdocc COR710f Shortest 12464.14.130 +65.0 •00.0 Shodest 12484-14.130 +80,0 -110.0 I GLASS STACK GLASS STACK TLA NOM. ,090"SG Z�j Equatdite 22984 +65.0 $d.04a�AS. GLASS STACK EgUai-lila 22984 +90.0 -7500AIRSPACE A90"SGCustom Size 20.131-22963 +65.0 -60.0 Custom Size 20.131-22963 +@0,0 -110.0 1f8"AN GLA AIRSPACE16"AN GLASS "HS GLASS 1/8"AN GLASS 3/16"AN GLASS Stndard Frouely 18.594-20.130 +65.0 -80.0 Standard Pmfew 78.599.20.130♦80.0 -110.0 32 Tq 3t T45" Custom Size 16.131-18.593 +65,0 .80.0 GLASS 45• Cull:Size 18.131=78.583 +80.0 -1100Custom Size 15.431-16.130 +65.0 -BOA - Custom Size 15.131-18.130-�+80.0 -110.0 OR }2" M, an14131.15130 +65.0 .80.0 "NOM. Custom Size 14.131•15,130 +110.0 -110.0 SS BREShortest 12469-14.130 +850 -60.0SS BITE Shonest 12464-4.130 +80,0 -110.0CEXTEEqual-lite 24.964 +65.0 -00.0 /rEqualJlle 24,964 +80.070-73Custom Size 22131-24.963 +65.0 •80.0 74 Custan Size 22131-24.963 +$0.0 -1}DA aR S 8 RSB707Standam Prodew 20.10422.130 +65.0 -80.0 Slandand PrmA- 20.194-22134 +80.0 -110.0 GLASS TYPE 10 `-" GLASS TYPE 1149• Custom S7ze 18.131-20.193 +65.0 -80.0 E S 49" Custom Size 717.137-20.}93 +MXO •11{7.0 L5 co Cuslam Slie 16.131-18.130 +85.0 .80.0 LU Custom Size 16.13Y-1B.13o +BOA -110.0 73!16"NOM. 13116"NOM. w O •naK ^..� Custom S7ze 14.131-13.130 +85.0 -80.0 Custom size 13.131-16.730 +80,0 -114.0 !'�- GLASS STACK GLASS STACK � 13116"NOM. �- O c Shortest 12464.14.130 +65.0 470.0 GLASS STACK c Shorlesl 12464-74.130 2+80,0 -110 .090"SG ,090"SG ld7 Cj O EquaMtte 26.71•! +55A -80.0 090"PVB EquaMte 25.777 +80.0 0.0 AIRSPACE AtftSPACE }7^- 3700 O 4 x Custom Size 24.131•25,776 +65.0 -BOO AIRSPACE s C m Size 24.131-25;770 +80 -110,0.118"TP GLASS 118"HS GLASS 718'TP GLASS 0 of z w CC 0 3/16"AN G o - 31 O r ' L.0 3/16"AN GLASS Standard Pro17ew 20.844-24.130 +65A -90.0 118"AN GLASS S{ands utew 20.844-24;30 .0 -118.0 74 3Y 74 J (�¢ Z Z F505!8" Custom Size 20.131-20.043 +65.0 -60,0 31 74 J Custom SIE 20.131-2D. ,+00.0 -110.0 © o tl1 p Custom Size 18.131-20.130 +65.0 -80.0 fv:vF 50.516" 5 OR 58 12"NOM. (BOR uu"8 112"NOM. _ OJ o G9 �11 Costen Size 8.737- .130 tBtl.D -110.0 �7°R s 112"NOM. EXTERIOR GLASS SITE Ex1ERiOR GLASS BITE w r o: Cuslam Size 16.131-18.130 +SSA •80.0 Custom Size 16. -18.130: +80.0 -110.0 /� CO C)z3 QIStOm Size 14.131-16.130 +65.0 -80.0 FYfER10R GLASS BITE Custom Stze 31- 8.130 +80.0 -110.0 4 H Z 'r S 4 a 'qV Shortest 12,484-74.130 +88.0 -80.0 's>•-� - shortest 412464.14: w80.0 -710.0 7073 70.73 a LU > a 5 OR 58 1- Equal-lits 31.954 +65.0 -80.0 7073 Equal-6 37.964•• , 40 -110.0 GLASS TYPE}2 8OR SB O o (p S oa SB GLASS TYPE 73 r Z�. � Z Guslwn Size 28.134•31.963 +65.0 •80.0 Lust Size 28.131-31.933.+8: -710.0 GLASS TYPE s `- StandartPrrniew 25.794-28.130+65,4 -80.0 - Sta dprorirx 25.794-28.134+800 10.0 � � Custom Size 24.131-25.793 +65,0 -80.0 slum Sixe 24.131-25.7e3 +80,0 ,1 -� 13116"NOM. L,,. 13116"NOM. Z UL 63` Custom Size 22131-24.530 +85,0 -8A0 13116"NOM. 63^ Custom Size 22131-24.130 +80.0 -110.0 I~- GLASS STACK -�) I GLASS STACK rra Z ,T Custom Size 20.131-22130 +85.0 -80.0 GLASS STACK Custom Slze 20.131.22130+80.0 -110.0 •�0"SG ARSPACE SG Custom Size 18.131-20.130 +65.0 -800 .09T PVB Gustom S[ze 76.131-20.130 IRSPACE AI ® ry J AIRSPACE s+MO -110.0 3116'AN S tt6"HS GLASS 3176"TP S GLASS O Custom She 16.131-16130 +65.0 -60.0 3116"TP GLASS Custom Size 16.131-18.130 +0010 •110.0 Z 7a�45 Shortest 13.594'-16.130 +55.0 •84.0 118"AN GLASS S 31 Tq T4 S 3t Shortest 53.194'-16.130 +800 -110.0 < CD EqueMlle 38.464 ISO -80.0 74 Equa1411e 39,464 -. +BD,O -110.0. 9®OR 5 OR Q i/2"NOM. OM. u. LU Custom She 36.131-38.463 +85A -00.0 @OR 5 Gus[am 57ze 36.731-38.463 +60.0 -110.0 O _j O 42"NOM. EX7ERroR LASS BRE EXTERISITE Z ustom Size34.131-36.130 +650 -80.0EXTERIOR GLASSSITE Custom Size 34.131-36.130 *60.0 -110.0 76" Slamdatd Pmrtew 30,994.34.730 +65.0 500 !4 76" Standard PrmA_ 30.994-34.130 +80.0 -770.0 w I-Custom Size 30.131-30.993 +65.0 .80.0 Y` Custom Size 30.131-30.993 4+80.0 -110.0 7073 AOQp70.73 5 OR SS l28.131-39.730 +65.0 -800 Custom Size 28.131-30.130 +90.0 -110.0 GLASS TYPE 74 GASS TYPE 15 aH:1 'oss(J sa!�a5 Shortest 26.194'-28.130 +85.0 -80.0 GL-ASSTYPE7 On 20.194•-28.130,*BOO -110.4 lle +65.0 84' CU6ElomNS ie 38.137 42863 +65.0 0.0 Equald'la 42464- +80A -1100 �ryl -�Y 111' 04" Custom Size 38.131-42.4Q3 +00.0 -110.0 r0 ......."# Standee!Plotitew 34.194'-3&730 +GSA 434.0 Standard Prodew 34,194'-3&130 +60A -170.0 '� = y1GENs •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:71P TO TIP HEIGHT-48.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 No.58705 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 •1;, •7 { MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 _ ,'•��ti • %�O,t;•. TEF . :moils•..FLORIDA,.•'GQ,: I)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FTN AND EQUAL-LEG WINDOWS,SUBTRACT I"FROM THE TIP TO TIP DIMENSION IN THE TABLE TOpETERMiNE THE WINDOW SIZE. f�7tS�0NAL 1N 111` 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE AN=ANNEALED 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE 3N THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT 11ViTHIN• TP-TEMPERED MILLER,ILt.ER,P.E, p. ILLER 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE5UNAFFECTED. HS=HEAT STRENGTHENED A. ,T „s n; �J 'r S 1 v TABLES: Anchor Quantities Required for Tp to'np Width "Through-Frame"Installation ta" 2s^ 3s• 3r 41^ 4s- 49" 53.178" usinn Glass Tvpes 1-7 Jamb I Jamb Jamb Jamb Jamb Jamb Jamb J o: a K ` tr K a} w w ` w c d K w ` D: ¢ 5 /- eo¢om Sash S ro v ,E 01 A a N g m 2 0 Sash Height Description 3 y o $ o 8 �' ' 'u for Glum Range Range{tn} _ _ s _ _ _ b T _ s G' z m ¢ m ¢ m ¢ ¢ m q m ¢ m '¢ m TABLE 68• 24" Equai-tile 72464 1 2 t ! 2 1 7 z i 1 2 2 1 2 2 1 2 2 1 2 211 2 2 Glass Description(Usted from Exterior to interior) Equal i e 15.964 1 2 1 1 2 1 1 2 1 t 2 2 1 2 2 7 2 2 1 2 2 1 2 2 .1i e 4pprored sa°emvi4i.g::tam tm 31' StendamSPnT+ea 12964-15.963 2 2 7 2 2 t 2 2 t 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 „11 1!H"AN,.1790"PVB 1/H"AN [•low[,D�ddfn"C Shortest 12.464-12.993 2 2 1 2 2 1 z 2 1 2 2 2 2 2 2 2 2 2 z 2 z 2 2 z 2 3/76"LIG:118"AN CAP,AIRSPACE,IM'AN,.0911"PVB,118"AN D�ssc' E WR 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 3 13176•'LiG:i/8"TP CAP,AIRSPACE,t!$"AH,490"PVB,t/S"AN ..I Bruit i'mdnzt Ccn�tmf Standard Prodew (5.944-19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 V,4 1/B"HS,.00"PVB,118"HS - 00 38-316' Cestan Size 15.131-15.M- _I 2 1 2 2 1 2 2 1 2 2 2 2 _1 2 2 2 2 2 2 2 2 2 2 'f 5 3116"AN,.090"PVB,3116"AN •- Custom Size 12.731-15.130 2 2 1 z z 1 2 2 t 2 2 2 2 2 2 2 z 2 2 2 2 z 2 2 a 6 13116"LIG:3/16"AN CAP,AIRSPACE,118"AN,.090"PVB,1/8"AN Shodast 12464-14.130 2 -T-( 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 13116"UG 3/16"TP CAP,AIRSPACE,118"AN,.090"PVB,118"AN Equal•Ale 22964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 20331-22863 2 2 1 2 2 1 2 2 1 2 2 2 Z 2 2 2 ? 2 2 2 2 2 2 2 Standard Pleb- 18.694-20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ; 45" Custom Size 16.131-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a Custom Size 15.131-16.130 2 2 1 2 2 1 2 2 1 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom$ize 14!31-15.130 2 2 7 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ,F Shortest 12464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Equal-lite 24.964 2 211 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 "• W z _r Custom Size 27131-24.9 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2-2T2-1 - Q }} •naN Standard PrWew 20.194-22130 2 2 7 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .j rr O 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 ^J t0a iii rJ Custom Size 16.131-18.130 3 2 t 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 32 2 r N z 2100 0 Q Custom Size 14.181-18,10 3 2 1 3 2 1 3 2 f 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 O m r w p0 a t Shortest 12464-14.130 3 2 1 3 2 1 3 2 7 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 g JUJ o a UJ 0 -" "Equal-ata 2577 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z L'•C m s Cestan Sir.. 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 . Y W �• F Standard Protiew 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 21212, Z V o uxor0 IN 0-516 Custom Size 20.131-20.843 2 2 7 2 Z 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 y W Q 974 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 t•%' > 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 2 z 0 Custom$IZE 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 -2 2 Ur L Shortest 12464-14.130 3 2 113 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z Equal41te 31.960 2 3 112 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 m = W 0 Custom Size 26,131-31.963 3 3 1 3131 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Standard Pmtiew 25.794-28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 F„ Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z Q 1�av9 63' Custom Size 22131-24.130 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 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 r` q u Z) t7 4 Custom Size 18.731-20.130 3 2 4 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 p Z C Custom Size 1&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 -17 h- Shortest 13.194'-16.130 4 2 1 4 2 / 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 () x Equal4ile 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 1 Custom Size 0337-38.483 3 3 1 3 3 t 3 3 7 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 arty osc0 sauas Custom Size 34.131-30.130 3 3 1 8 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 itnim IS' SC.sIomPSize 0.131-0.993 3 3 1 3 3 1 3 3 1 N3-13 2 3 3 2 IN �L �`j1t YILYr//Custom Siza 28.131-0.730 3 3 1 3 3 1 3 3 7 2 3 3 2 Shonesl 28.194•-28.130 4 2 1 4 2 1 4 2 1 2 4 2 2 Equal-rca 22264 3 a t 3 4 t 3 a 1 2 3 4 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT i"FROM THE TIP TOTIP DIMENSION INTHE TABLE TO DETERMINE THE No.5871)5 Custom Stza 38.131-42.463 3 4 1 3 4 1 3 4 1 4 2 = 6-WINDOWSIZE. Standard Pmtiew 34.194`-38.10 4 3 1 4 3 1 4 3 1 2 4 3 2 _ MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 "i 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. 1, Wt MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 " 4U MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE � AF !(f` 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. sjQNAL t 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN j 117 I I 1 I f 1117 PRESSURE OF-66 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A LYNN MILLER,P.E. P,E41,58705 is .. 1 ._ 1 r ;t . 3 r. TABLE 7: Anchor Quantities Required for Tip to Tip Width "Through-Frame"Installation 10' 2$" 33" 37" 41^ as A9` 53-fl8' usln Glass T es 8-15 Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb \- Bottom Sash o: Sash Height ''S ;i3 oloo ¢ y m g a Descdpttan 9 o i �� l for Given Range Range an e m m _ ¢ m ¢ m ¢ m ¢ m ¢ m �¢ TABLE 76: 24' Equal4ito 12.454 1 2 7 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 7 2 2 1Equal-Ilte 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 Description(Listed from Exterior to Interior Aptimit ac csmplgttg wtlb tx 652 2 2 1 2 2 1 2 2 i z 2 2 22 2 ? 2 2 2 2 3 2 2 2 1 TYPe S'7nW.A.M.N. de31" Standard P-1- 12994.15.963 2Shortest - 12.993 z ��2 7 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 8 3116"AN,.090"SG,3/16"AN dastandard PreNew 15.944 9 3116"HS,.D9ff SG,3116"HS '0Equai4ite 79 2 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 - 'vSt -19.651 2 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 10 13/16"L1G:116"AN CAP,AIRSPACE,1!$" ,.090"SG,118"HS 36.316• Custom Size 15.131-15. 2 2 1 2 2 7 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11 13/i6"LtG:118'AN CAP,AIRSPACE, 6'AN,.090"SG,3116"AN t Custom Size 14.131-15,130 2 2 1 2 2 1 2 1 , 2 2 2 2 2 2 212111 2 2 2 2 2 2 12 13116"UG;118"TP CAP,AIRSPA ,1B"HS,.090"SG,1/8"HS Shortest 72464-14.130 z z i 2 2 1 x 2 1 2 z 2 z 2 z 2 z z 2 z z 2 z 2 13 13116"LIG 118"TP CAP,AIRSPACE,3116"AN,.090"SG,3116'AN -- Equai-Gta 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 3 2 2 3 2 14 t3li6"LIG:3116"AN CAP IRSPACE, 118"HS,.090"SG,11$"HS Custom Size 20.131.22963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 3 2 2 3 2 16 13116"LIG:3116"TP ,AIRSPACE, 118"HS,.090"SG,118"HS Standard Prottew 16.5S4-220.130 2 2 1 -2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 t. 46' Custom Size 16A31-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 a c CUalam Size 75.731-16.730 2 2 1 2 2 7 2 2 7 2 2 212 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 3 4 Shortest 12464-14.130 3 2 1 7,71 1 3 2 1 3 2 2 3 2 2 2 2 3 2 2 3 2 3 _ Equal-9[e 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 3 2 2 3 2 W � Y Cusiom S1ze 22131-24.963 2 2 1 2 2- 1 2 2 1 2 2 2 2 2 2 2 3 2 3 2 2 3 2 }_ 1n W O nU Standard PmNaw 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 3 3 CC L 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 3 3 ,. O y - r 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 3 N °' Custom Size 14.731-16.130 3 2 1 3 2 t 3 2 7 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 m -. Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 _1 b o�.y _ W C> •� Equal4Ke 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 Z U- (U' `.° W' ti x Custom Size 24.131-25.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 _ U UT p s !8 o Standard PrWw 20.644-24.130 2 2 1 2 2 1 2 2...1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 W U 0000 J U1e F.Z SY s¢ ..J 'ory Custom Size 29.131-20.043 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 j„�„ `04W 50-516" .., .. r- Custom Site 20.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 EO 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 � Z .... U Z W Cuslam Size 14.137-76.130 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 � Shortest 12.464-14.130 3 2 1 3 2 1 3 2 S 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 - •r Z Q L[. Equal-tile 31:994 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 •� S Custom Size 28.131-31.963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 3 m m J III--- StandardProdavr 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 "� �, F, Custom Size 24.137-25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 .t; Z ZZ 1aagS 63' Custom Size 22131-24.13D 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 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 ¢ 0 Custom Size 18.131-28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 2 3 4 3 3 s- O CUsIdM Size 16.131-10.130 3 2 1 3 2 1 3 2 1 3 2 2 CD 3 2 2 3 2 4 2 3 4 2 3 Z 0 n Shortest 13.794`-16.130 4 2 1 4 2 1 4 2 4 4 2 2 4 212 4 2 4 ? 3 4 2 3 Equal-file 30,464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 4 2 3 4 3 3 4 3 tJ Q Custom Size 36.131-30.463 3 3 1 3 3 1 3 3 ! 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 2q±1 •>sa,sa±las Custom Size 34.137-36.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 3 4 2 3 4 3 3 -47 76" Standard Pmdew 30.994-34.130 3 3 t 3 3 1 3 3 1 3 F Custom Size 30.131-30.993 3 3 1 3 3 1 3 3 ji 3 3 2 3 3 2 3 3 2 J43 3 g 4 3 Custom Size 26.131-30.730 3 3 1 3 3 1 3 3 3 3 2332 3 4 4 3 ��\ taY LYN/y 2jshortest 26.194"-28.130 4 2 1 4 2 1 g 2 4 2 4 3 2 4 3 2 3 4 3 3 tiIGEN$FEqual-ills 42,464 3 4 1 3 4 7 3 4 1.3 4 3 4 2 3 4 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, •e4" CuslamSiza3a.ta1-az.4s3 S a t 3 4 1 3 4 7 3 -0 3 a z 3 a z 3 4 5 3 SUBTRACT i"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DC-TERMINE THENo.58705 WINDOW SIZESindartl Prodew34.194"-38.130 4 3 1 4 3 7 4 3 2 4 3 2 4 -0 2 3 4 4 3 "MINIMUM SASH HEIGHT FOR FLANGED WINDOWS t5.TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. 1 � ` 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 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE %;SOS•.- TV• r ` 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. -'ORtD/`.•�•G\�� 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TOA MAXIMUM POSITIVE DESIGN !! ZONAL i? PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A L/441 t,v(It.LWP.E. PZ#58705 �r INSTALIONDETAILS FOR FLANGE FRAMES ST L I 1 STALLATION OPTION 3 INSTALLATION A H G ANCHORED THROUGH FRAMEAND IX ED IN 0 ONC CMU." OPTION DISTANCE I C BUCKSTRIP INTO CONCRETE/CMU. I-*--T— SEE NOTE 2.THIS SHEET. ANCHORED THR.-G., I I EMBEDMENT EMBEDMENT FRAME INTO 2 ..... -41—W FRAME OR B 114"MAX SHIM UCKSTRIP. SEE NOTE 2,THIS SHEET. EMBED- T 4 SASH VISIBLE MENT EDGE LIGHTWIDTH EDGE t . DISTANCE DISTANCE FtAt 9'Wig,Cede SHIM t "ARAIND li 19 -tl 27L_„ _ _�_ __L__J FIXED VISIBLE Watuctcordrof HTWIDTH SEE TABLE LIG NOTED.FOR r 30 HEAD TYPE lb FIXED TYP.ANCHOR TYPE, 44 EMBEDMENTAND ii VISIBLE EDGE DISTANCE PER LIGHT SUBSTRATE,SEE HEIGHT TABLE B. 31 OR 6B 32 TYP.ANCHOR TYPE, EXTERIOR EMBEDMENT AND ;z' 45 TYP.ANCHORTYPE, HOR ONTAL SEGTI EDGE DISTANCE PER W V z to EMBEDMENT AND EDGE SUBSTRATE,SEE g -0 3: DISTANCE PER 1111XTE TABLE 6. W 4 0 �ET LE., IE. C� (D - SI 114"MAX.SHIM !9 Z -5,6, a C'I Z, of G� VISIBLE LIGHT FORMULAS: 0'It 0 —I DADE APPROVED MULLION.FBC (0 Z COMP 48 55 (SHOWN FOR HI-RISE SILL:SEE Z UANT ALUMINUM/STEEL FRAMING SHEET 9 FOR STANDARD SILL) 0 TIP 43 OR STEEL STUD.MAY BE VERTICAL OR z :C'd 70 TO HORIZONTAL SEE SUBSTRATE WIDTH 00 6 9 rx TIP HER I PROPERTIES.TABLE 8. 00 j J w=Q 63 @ SASH&FIXED UTE:TIP TO TIP WIDTH-5.12" LU 2 'r < _j HEIGHT SWEEP LATCH @ I U, MIDSPAN OR 2 HEIGHT(EQUAL-LITE) > v BOTTOM LOCKS TIP TO TIP HEIGHT/2-3.73" U) L 2�e U - z SASH INSTALLATION HEIGHT(PROVIEW) (9 V15111LE OPTION 4 z LL @FIXED LITE:TIP TO TIP HEIGHT12-3.78" 0 LIGHTLIGHT ANCHORED THROUGH @SASH:TIP TO TIP HEIGHT/2.11.93" -- L I"" HEIGHT FRAME INTO METAL m z W 0 HEIGHT(CUSTOM SASH) -j (2 @FIXED LITE:TIP TO TIP HEIGHT-SASH HEIGHT-3.55" z 0 7--s @S SH:SASH HEIGHT-4.80" ti a5 LU EXTERIOR < U) TABLE 8: 2 k g 1D D 33 Anchor Substrate Miis�nn Edge Mi0 Q W C� Min.Embedment NOTES: z r- 151) Z(9 r�- 15P.T.Southern Pine(SG=0.55) 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON 0 W OPTIONAL HI-RISE X12 Steel, '. TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY I"WEEP 42 SILL SHOWN.SEE 18-8 or 41 Aturninurn,6063-T5 ruin. 3/81, U.063" TABLE OPTION SHOWN MAY BE USED ON ANY SIDE OF LL SHEET'10FOR36 Steel 3/8" 0.0631, THEWINQOW. NOTCH AT STANDARD SILL. SS Screw EACH END AX. Steel Stud,Gr.33 min. 316- 0.046"(18 Ga) 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1 0 LYNN — EACH END Concrete(min.3.35 ksi) v Z 1-314, 6.ALL WOOD SUCKS LESS THAN 1-1/2"THICK ARE TO BE ....... SHIII I CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL I CrelleFlex Ungrouted CMU,(ASTM G-90) 2-101, 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS P-Z Southern Pine SG—Q.55 lj� 1-3/8" DEPICTED AS ZX ARE I-IW THICK OR GREATER.IX AND 2X BUCKS ^ No.58705 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 1-3 LOAD 1/4"Stee -0 Q • INSTALLATION IS THE RESPONSIBILITY OF ENGINEER OR NO ANCHORS Concrete(min.2.85 ksi) v S TO THE STRUCTURE.WOOD BUCK DESIGN AND REQUIRED RED IN I E I ngrouted CMU,(A LANCE OR STM C-90) 2-1/Z' 14 F Ultra on ARCHITECT OF RECORD, 41 �'P.T.Southern Pine(SC--0.55) I v 0 A OF EQUAL-LEG ;RA FRAM p 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSOCREFERRED TO AS E SILLS A)MIN.OF3T 9 0)USE ONLY FLATHEAD ANCHORS IN JAMES.PAN/HEX/FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO HEADING. ""'i /191 VERTICAL SECTION ALLOWABLE FOR ANCHORS IN THE HEAD. 0NAL 1111111 t 11, C)-UNGROUTED CMU-VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A.LYNN MILLER,P.E. P.E.9 58705 --------------------- INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU. OPTIONI EDGE DISTANCEr _-____- SEE NOTE 2,THIS SHEET. I EMBEDMENT ANCHOREDTHROUGH _ EMBEDMENT _ FRAME INTO 2X WOOD — (�— 1/4"MAX SHIM 114"MAX SHIM FRAME OR BUCKSTRIP. h� SEE NOTE 2,THIS SHEET. EMBED- I SASH VISIBLE 17 " EDGE MENT EDGE n LIGHTWIDTH I/) I DISTANCE "wP•g6 � e+)�v'LwsEa. "led ^a t L-- DISTANCE +;; 1 #OM-l��c 1/4"MAX SHIM 19 'ta�l:1M9 Pza68e aafoK 27 L _ _-_-_---J_-_J FIXED VISIBLE - LIGHT WIDTH SEETABLE I ' V / •A NOTE B,FOR - 16 HEAD TYPE 30 FIXED TYP.ANCHOR TYPE, 44 - VISIBLE EMBEDMENT AND j EDGE DISTANCE PER LIGHT SUBSTRATE,SEE I 31 25 OR 5B (r,>-/ I • HEIGHT TABLE 8. �l BUCK WIDTH TYP.ANCHO\TYPE, EMBEDME32 EXTERIOR EDGE DISTANU1 z r U) nab P.ANCHORTYPE, HORIZONTAL SECTION A-A SUBSTRATE,SEE w 45 EMB ENTAND EDGE TABLES. o o Q -- DISTANCE P SUBSTRATE, 41 `- L TABLES. U N i w ''°0 Of 14 1/4"MAX.SHIM VISIBLE LIGHT FORMULAS: pm �� Z o J a (SHOWN FOR HI-RISE SILL;SEE U O v+ uU 55 SHEET 9 FOR STANDARD SILL) Z u- 0 i � : t- 43 DAD.APPROVED MULLION,F U UJ ~ BUCK 13 I COMPLIANT ALUMINUM/S LFRAMING WIDTH nJ U m ®j J r+o+p aN USE ERHER 1 OR�STEEL STUD.MAY VERTICAL OR @ SASH&FIXED LITE:BUCK WIDTH-4.12" F W ^- ¢ _J Okla HEIGHT 63 < SWEEP LATCH @ HORIZONTAL.BE BSTRATE HEIGHT(EQUAL-LITE) > i � MIDSPAN OR 2 PROPERTIES LE 8. o r BOTTOM LOCKS BUCK HEIGHT/2-3.23" r Z Z SASH STALLATION HEIGHT(PROVIEW) VISIBLE _ EQ L OPTION 4 @FIXED LITE:BUCK HEIGHT12+4.28" ZZ O LIGHT I LEG/BO ANCHORED THROUGH @SASH:BUCK HEIGHTI2-11.43" = F- HEIGHT FRA FRAME INTO METAL 9 "' W U S N HEIGHT(CUSTOM SASH) C(D W @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" U Z @SASH:SASH HEIGHT-4.60" U) X )S EXTERIOR TABLE 8: - p J O a33 Anchor ubstrate Min.Edge Min.Embedmen NOTES: q;12 Distance w 15 P .Southern Pine(SG=0.55) istan l 1-318" USE ONLY LOWEMBEDMENT ANDATE ANCHORS LISTED ON ti J U (n i OPTIONAL HI RISE #12 Steel, TA - .FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q UJ 42 SILL SHOWN.SEE 18-8 Or 4 Alurninum,6063-T5 min. 3/8" 0.063" INSTAL N OPTION SHOWN MAY BE USED ON ANY SIDE OF 1"WEEP SHEET 10 FOR A35 Steel 3l8"- 0.063" THE WINDOW ENOTCH ACH END STANDARD SILL. SS eW Steel Stud,Gr.33 min. 3/8" : 0.045' 18 Ga) 2)MASONRY ANCHOR4�' Y BE USED INTO WOOD AS PER TABLE ���`�1h�yILYIJA 114 MAX' Concrete min.3.35 ksi 1" , 1-3l4" 8.ALL WOOD BUCKS LESS AN 1-12"THICK ARE TO BE ; �O ..........4j,l i SHIM ( ) CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL .��•.•' 1,10E1VgF'•. 1/4"410 53 CreleFfex Ungrouted CMU,(ASTM C-90) 2-112"' 1-114" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS " DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND ZX BUCKS Np,58705 ! P.T.Southern Pine(SG=0.55) V. 1-3/8" =x NO ANCHORS (WHEN USED)SHALL BE DESIGNEDTO PROPERLY TRANSFER = REQUIRED IN Concrete(min.2.85 ksi) 1". 1-318" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND _ 114"Steel INSTALLATION IS THE RESPONSIBILITY OFTHE ENGINEER OR p� ,g/ FLANGE OR Ungrouted CMU,(ASTM C-90) 2-1/..:`; 1-114 ARCHITECT OF RECORD. � o �f ✓ EQUAL-LEG Ultracon SOT•. SI`F OF (V P.T.Southern Pine(SG-0.55) 1" 1-318" a i FRAME SILLS - - 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS �i •'•- RIDI`. A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. lS ••- G B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAN/HEX/FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. 'i S/C • ��\�� VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. j/ ...... tY C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A.LYNN MILLER,P.C. I P.E.#58705 j ) t t a, INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE DISTANCE EDGE DISTANCE ,-+ EMBEDMENT EDGE DISTANCE 1/4"MAX SHIM - 114"MAX SHIM — I4 5 SASH VISIBLE 17 Rppmv¢3.ecnarpiytag 7iF4 rte. LIGHTWIDTH 4, u3ng EMBEDMENT 27 Ti14-• 1g 1 $9:£sR9I Sf3.:S$�E'G41ttYC{:0A1y8Y M� EMBEDMENT FIXED VISIBLE 2 SHIM ('F LIGHT WIDTH i' 2 30 18 I iI II TYP.ANCHOR TYPE, Win, E FOMENT AND EDGE VISIBLE FIXED DISTA PER SUBSTRATE, 44 LIGHT BE BLE 9. HEIGHT 31 5 OR 56 5 32 I BUCK WIDTH TYP.ANCHOR TYPE, 6 45 HORIZONTAL SECTION C-C EMBEDMENT AND EDGE U1 y aU DISTANCE PER SUBSTRATE,SEEOfw O DADE APPROVED MULLION,FB TABLE 9.(NAIL SHOWN) Q p o b v) 14COMPLIANT ALUMINUM/S FRAMING 1-r ,> >p(j 'O d IM"MAX,SHIM --OR STEEL STUD.MAY B ERTICALOR 00 tj ?''m�` O HORIZONTAL.SEE STRATE J ¢ 2 Z 43 PROPERTIES,,T s. VISIBLE LIGHT FORMULAS: z u- CD LU LU ti BUCK 13 _ (SHOWN FOR STANDARD SILL;SEE =U ..J,� ,ta t` ' SHEETS 7 OR 8 FOR HI-RISE SILL 1.W U 6 �o,a HEIGHT B3 USE EITHER 1 ''. ) 1.2 < J ' ,, SWEEP LATCH @ 1 0 OR#12 STEEL WIDTH c? ^ 9140 MIDSPAN,OR 2 46 55 I SEL RILLING n] a @ SASH&FIXED LITE:BUCK WIDTH-4.12" H^ --_ BOTTOM LOCKS , ,'SMS{G SEE TABLE s. o Z o b Z. t HEIGHT(EQUAL-LITE) SASH BUCK' HEIGHT/2-323VISIBLE Z O LL i LIGHT < INSTALLATI = ti O HEIGHT VtT� i OPTION 7 HEIGHT(PROVIEW) @FIXED LITE:BUCK HEIGHT12+4,25" ® iv iLt tt] ANCHORED THROUGH @SASH:BUCK HEIGHT/2-11.43" 61 --1 (0 i INTEGRAL FIN INTO METAL Z Z tangs HEIGHT(CUSTOM SASH) Iz- 00 STANDARD SILL IXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" d LL EXTERIOR 16 SHOWN-SEE @S :SASH HEIGHT-4.60" �- ' �] 33 PREVIOUS SHEET z O 1"WEEP 42 5 FOR OPTIONAL a 5 v I NOTCH AT Ht-RISE SILL. V J H W ''�'••••''''���� 4 Z !t EACH END e _ TRBLE 9: at7lt '�-a0 stuns ! H Max Min.Edge Min. NDres: SHIM Anchor Substrate Distance Embedment iN% 1/r 1)USE ONLY SUBSTRATE-APPROPRIATE ��' ag,(LYA!& 2-112"x.113"Box Nail P.T.SDuthem Pine'(SG=0.55) 5116" 2.436 ANCHORS LISTED ON TABLE 9.FOLLOW �� ........ '`\�•''ytCENS�''•��� 2-112"%,131"Common Nail P.T.Southam Pine(SG=0.55) 3/8" 2.438 EMBEDMENT AND EDGE DISTANCE LIMITS.ANYC- INSTALLATION OPTION SHOWN MAYBE USED 2-112"x.145"Roofing Nail P.T. outSouthernPin6(SG=0.55) 318" 2.438 No.58705 _ TYP.ANCHOR TYPE, <=:) 2-`112" ON ANY SIDE OF THE WINDOW, 4�: EMBEDMENT AND EDGE EDGE DISTANCE 2-1/2'x.146'Roofing Nail P.T.Southem Pine(SG=0.55) 3/8" 2.438 1/� DISTANCE PER SUBSTRATE, 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO P.T.Southem Pine(SG=0.55} 112" 1.375 SEE TABLE9.) — #10 Steel Trusshead Screw or REFERRED TO AS DAYLIGHT OPENING)IS r '. (SCREW SHOWN) - EMBEDMENT #12 Steel,18.8 or41D SS 0.125"Aluminum,60G3-75 min. 5116" 0.125 MEASURED FROM BEADING TO BEADING, S O,t,;•.• ST TE F VERTICAL SECTION D-D Screw 0.050"A30 Steel 5/1G" 0.05 �S'•.FLORtoI",•' ��: A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.,{fd,Gr.33 min. 5116" 4.045 t A LYNN MILLER,P.E. P.E.#58705 . i 3 4 t ' • f . 2 2:560" 3.185" 2.060" ---^� zsaa° 2.848" LFR.AMEJAM ,062° 1.125" .0 .062" .062"Ll 2.112" 2.724" 2.724" 1.469" opwmd:ZbgtnxDu t1F1.125".987°.062" .062"Ot FLANGE FRAME HEAD O HISRAL FIN FRAME OEQUAL LEG FRAME HEAD FO JAAAB RAL FIN FRAME O EQUAL LEG FRAME JAMB 2.796° I 2.798" -I 2.798" +� 2.798" 2.798" �I 2.798" 3.008" . j 2.841° 366" 2.341" 6zF Oor �0U) -8 . 4.133" O r .062" .062" .062° ,.Ofi2" -� .062° .062" CD N i w afo0 OLL, ¢' j O i M rc to Z I Q_I O m _ ll.l O ZLL cC, or 1.125" r =UJ 'z •IB n i _ - 1.125" U U of FLANGE'FRAME SILL EQUAL LEG FRAME W- 05 FLANGE FRAME SILL O EQUAL LEG FRAME SILL tm F Z 'T _¢ HI-RISE-t 1 SILL HI-RISE W ,� c: Q Om0 j OINTEGRAL FIN FRAME SILL - 17 INTEGRAL FIN FRAME O Z a Z ' 0 10 2.273" SILL-HI-RISE r LL 1 •--� 1.300" .120" 2.273" -�-I- .i Z O I .170"CJI O I SILICONE _ 51 HOT-MELT BUTYL � J STRUCTURAL 0 I POLYISOBUTYLENE 114"NOM. STRUCTURAL 3/16"NOM. i 2.772" WITH SILICONE _Z 1ea45 .082" DESICCANT FOAM WITH (/) 2,211'• IIII/�{)JII'I 2.105' DESICCANT ¢ Z 2.150° .062" l�lJ 1.235" t,_ O ¢ I 1 .062" EXT.GLASS Z ? o EXT.GLASS ww LL 3 w = ---� 1.300" �+- -►-� 1.300" �I 1.300" �-+-- INT.GLASS INT.GLASS O Q W U) j .062" � 70 KODISPACE 4SG TPS 71 SUPER SPACERm NXT" illi 'J53[t saua5 1 SASH BOTTOM RAIL- 1a SASH TOP RA 14 FIXED MEETING RAIL 1 SASH BOTTOM RAIL t7 SASH SIO.�F jiAIL HI-RISE `\111111111711,7 ..,LYNN'% ALU11N DESICCANT FILL �� .' POLYISOBUTYLENE '��` 1,ICCNSF REINFORC �+ 1.446" SEAL 5116"NOM. L I I -� 617" I -1.496-1-• SILICONE SEAL {+ 1,622" -�{ .040" �I•fi34" 1 .A65" --I �-t I• I� 7� ROLL-FORMED .:4-: No.58705 I I 1 1 BUTYSTAINLESS STEEL.627".040" DESICCA.813" .802" :.802° FOEXT.GLASSEXT.GLASS O •. SAT OF370" - " .070" -► pq" .050" --r-HEAD ANCHOR s5A IG BEAD 258IGSNAPB 2m 5/16"IAMIBEAD x7 7/16"LAMI BEADNT.GLASS INT.GLASS 18 COVER to SASH STOP Gf'OVER O O O I1 72 DURASEALO SPACER 73 XL EDGEn SPACER 1111 j j 1% I A.LYNN MILLER,P.E. P.EA 58705 J( - i 1 t ' r, TABLE 11: Item PGT Part# Description Material 51 SF26LY ETAILS FOR 1 642001 1 Head,Flange Alum.605346 LANG FRAMES 2 624017 jHead,Integral Fin Alum.6063-71-6 (OTHER FRA TYPES SIMILAR). 3 624028 Head,Equal-leg Alum.6063.76 a 4 624004 Jamb,Flange Alum.6063-1'6 4 4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063-T52 1 0 5 624020 Jamb,Integral Fin Alum.6063-T6 51 tpurovM Bpgizu ld. xrOs tG� .t Siri iding¢do leo 5A Jamb,Integral Fin(Used For Altemate Radius Top Head) Alum.6063-752 6 624031 Jamb,Equal-leg Alum.6063-7M `o -f 6A Jamb,Equal-leg(Used For Alternate Radius Top Head) Alum.6063-152 40 HEAD t zart92bsProdactCoeua 7 624002 Sill,Flange Alum.6063-T6 ? _ 8 524018 Sill,Integral Fin Alum.6063-TG INTERIOR 41 9 524029 Sill,Equal-leg Alum.6063-T6 10 624003 Sill,Hi-Rise,Flange Alum.6063-T6 JAMB 11 524019 Sill,Hi-Rise,Integral Fin Alum.60G3-T6 N 12 624030 Sill,Hi-Rise,Equal-leg Alum.6063-T6 4 14 13 624008 Sash Top Rall Alum.6005A-T61 ' INTERIOR 14 624005 Fixed Meeting Rail Alum.6005A-T61 15 624012 Sash Bottom Rail-Hi-Rise Alum.6063-16 JAMB Co 18 624068 Sash Bottom Rail Alum.6063-T6 w z 17 624007 Sash Side Rail Alum.6063-T6 FIXED MEETING RAIL > w 18 624051 Head Anchor Cover Alum.6063-76 oto 19 624015 Sash Stop Alum.6063-T6 N z ' 0 Q 25A 624009 IG Bead Alum.6063-T50 M w CO Z 25B 624011 IG Snap Bead Alum.6063-T5 ,I° O 10 r`w w o 26 624013 5/16"Lami BeadingAlum.6053-T6 il Z LL m�r - I- 27 624026 7116"Lami Beading Alum.6053-T6 _ SASH BOTTOM RAIL v v o P! �'a� '-- SASH uJ— W �-' -i on: 30 6TP247 Glazing Bead,Bulb Vinyl for#624023 Vinyl 4 = Lu "r a ¢ eA10 31 61P248 Glazing Bead,Bulb Vinyl for#624009&#624011 VinylSIDE 16 0> 32 724046 Sweep Latch(@ Top Rail) Cast Zinc - RAIL r z�' ° z 33 624049 Bottom Latch(@ Sill) Alum.6083-T6 JAMB 34 Setting Block(1/8"X 1/2"XV-) Neoprene I Z J u- 35A IG Setting Block(1/8"X 3/4"X 4'•) Neoprene w = FQ- O ( . 358 724014 IG Snap Setting Block Vinyl ': 17 ® m J LU 36 724044 Bottom Rail Weatherstrip Extension # Ur 37 724053 SIII Gasket Polyethylene 37 Z W F-45 38 724054 Sash Top Rall Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyethylene u_ j O oQ 40 724057 Head Gasket Polyethylene ? r It- 41 724063 Meeting Rail Gasket PolyethyleneINTERIOR v _ 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 39 ¢ m W 43 Weatherstrip,.270"x.187",Fin Seal(@ MR) 44 67S16G Weatherstrip,.170"X.270",Fin Seal(@ Sash Side Rail) 45 Weatherstrip,.170"X.187",Fin Seal(@ Top Sash Rail) vvttt t t I I I r 1177 46 varies Balance with Cover&Trim Rigid Vinyl SILL TABLE 10:MATERIAL PROPERTIES USED LYNN 51 781PSQX #8 X 1"PH SMS(Assembly) Stainless Steel 51 FOR ANCHORAGE CALCULATIONS: `` `\CENSE •,�� 55 7834AA #8 X3/4"Ph.PN SMS(Balance) Stainless Steel 7 Material Min.Fr Min.F„ Q '•,� '� 63 Alum.Screen with Fiberglass Mesh Varies Steel Screw 92 ksi 120 ksi No.58705 70 Kommerling Kodispace 4SG TPS INTERIOR 16-8 Screw 60 ksl 95 ksi 71 - Quanex Super Spacer nXT See Sheet 1�2 410 Screw 99 ksi 110 ksi _-O•:_�tSAT�7OF Quanex Duraseal Spacer 10 for 51 Elco UllraConO 155 ksi 177ksi •./[/�� Materials NOTES: 410 SS Elco CreleRexO 127.4 ksl 169.7 ksi %Q�+••. 73 Cardinal XL Edge Spacer FCORVOI" ' \ 6063-TS Aluminum 16 ksi 22 ksi 'i G` 74 - el Dow 791,899 or GE 7700 Backbedding Siliconei)ALL CORNERS TO USE GASKET AN<)!OR SEALANT. Gr.33 Steel Stud 33 ksi 45 ksi ONA, 2)SOME PARTS/OPTIONS NOT SHOVQ ON DRAWING FOR CLARITY. A LYNN MILLER,P.E. I P.E.X 58705 .r