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OFFICE USE ONLY: DATE FILED- OC'.�•o Or�� - PERAUT# Iq REVISION FEE: • RECEIPT# " r PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982- (772)462.1553 APPLICATION FOR BUILDING PER &I§ PROJECT INFORMATION LOCATION/SITE ADDRESS: 4903 Sunset Blvd,Fort Pierce,FL 34982 DETAILED DESCRIPTION OF PROJECT REVISIONS: REVISED NOA TO REFLECT THE WINDOWS THAT WERE REPLACED.NEW NOA 18-0430.06 CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: CGC1522717 ST.LUCIE CO CERT.#-. 15487 BUSINESS NAME: THE HOME DEPOT QUALIFIERS NAME:, ROBERTO SANCHEZ ADDRESS: 6500 NW 12TH AVE CITY: 'FT LAUDERDALE STATE: FL ZIP:. 33309 PHONE(DAYTRAE): 407-378 6681 FAX: 407-378-6681 OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE.(DAYTIME): FAX: FILL GUF. ' 1.0 SLCCC: 9/23/09 Revised 06/30/170 N T �i � C.� �� F.� � � ') �'� Permirr;= L?nt St. _ : ::: •� L M IAM I-DiADE NIIAlvII-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 No -TyrANCE OA www.miamidad&gov/economy PGT Industries,Inca 1070 Technology Drive North Venice FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right - ' -a--- Stf'E=fC��`g1t �SSlg�t © —ll�ianrndaar#�rgtgaai7r #ra �v� Tv�ro xvaaarcz perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code- including the T-Tigb Velocitv 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 Acce tance number and aDDroval date bv the Miami-Dade Couritv Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement 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 pa s E-1 and E-2, as well as approval document mentioned above. t 0i i The submitted documentation was reviewed by Ma lel Perez,P.E. REVIEWED FOR ® COMPLIANCE NOA No. 18-0430.06 MIAMI•DADE COUNTY gq L C I� COUNTY Expiration Date: August 23,2023 glll0 $BOCC Approval Date: August 23,2018 IL Page 1 REVISIU { LE co PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 d) r �� e Miss � per,+'roe+ ��-,TA—9 _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 61 Edition (2017), dated 04/23/18,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel rez . . Product Contr%Exa iner NOA No - 30.06 Expiration Date: August 23,2023 Approval Date: August 23,2018 • E-i I i Industries Inc. PGT , 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 61 Edition (2017), dated April 24, 2018, iecnPri lav mannfarfiirarci_b ari an caa]pr]} �nt}anny T���j]l�r� P F 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. Manuel'Per E. Product Control E er NOA No. 18= 30.06 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-2 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW DESIGNED A TESTED TO COMPLY WITH THE REQUIREMENTS OF 7-13/16"MAX.O.0 SIGN 1)THIS PRODUCT HAS BEEN RATING IMPACT RATING THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE WHZ). 18-3/8*MAX- IES 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. et7!55 MAX, 17-314" 52-1/8"MAX.BUCK WIDTH 3)FOR MASONRY APPLICATIONS IN MIAMI-DADS -314" -OADE COUNTY.USE ONLY MIAMI-DADS COUNTY (17-1/4-SUCK 9-Ir2"MAX. APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE (9-MAX.BUCK) 5"MAX,D.C. 4-11116"MAX. SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITa.SEI S AND CONCRETE WITH MIN,KSI D.SEE tppmvd u mnplylvgwkh Ir. PER ANCHOR TYPE. SHEETS a a 9 SHEET to Fled BpId-9 4)ALL WOOD BUCKS LESS THAN I A.SEE 9111 IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD EEF 10Aa CG. L12*THICK ARE TO BE CONSIDERED IX INSTALLATIONS. SHEETS 8&9 SHEET io *11%nd Dade Prado 0�m I BUCKS DEPICTED AS ZX ARE I-IIr THICK OR GREATER.IX AND 2X BUCKS MHEN USED) EQUALLY SPACED SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. ANCHORS PER WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR) TAR OR ARCHITECT OF RECORD,(AOR). LES 6 1 01 17-3116"MAX.O.C� 84" 0 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR — MAX. — 83" I)NBrEd'""I,RWO-4A I -WW&JAk I ICY STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING&FLASHING STRATEGY TIP MAX, FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS X 2-1/16"MAX.O.C. TO BUCK THE SCOPE OF THESE INSTRUCTIONS, ERS AND IS BEYOND i I ID� - TIP HEIGHT EQUALLY SPACED HEIGHT 6)1/4-MAX,SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE ANCHORS'r 13-5116"MAX.O,C. THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS, 'j -7 Uj 9 i 7]l DESIGN PRESSURES: T TABLES -T (9-MAX BUCK) i 0 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER 1 0 a in A ASTM E1300, >-V` j 0 OPOSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL&CYCLE 0 C4 w 0 STING AND GLASS PER ASTM E1300. NO ANCHORS AT SILL D 0 U) Z C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, z C2 .N.ASO. 53-118"MAX.TIP TO TIP WIDTH —41�h�I-VVEEP NOTCH tL I; W DTH 1*%A/EEPNOTCH 4-lItlS*MAX. 0 J C) .0 V 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE vwNDLOAOS AT EACH END 3:U! rz CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE ELEVATION FOR TYP.FLANGE FRAME ELPVATIQ I FOR TYP.FIN FRAME SHOWN WITH vu W 00 HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.5 LOAD DURA17ON FACTOR SHOWN WITH EQUAL-LITE CONFIGURATION QUAL-LITE CONFIGURATION f.- WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD,ANCHORS THAT COME INTO 0 tu -j area z CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE > 8 FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, TABLE ALLOWABLE GLASS TYPES Z- 9)METAL SUBSTRATE To MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER Glass Description(Listed from Exterior to Interior) DP USER INS RUCTIONS: (D THE AUTHORITY 146 - Table# t)DETERMIN THE SITE SPECIFIC,WINDOW OPENING'S DESIGN z LL CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY HAVING I 1/&'AN,.090"PVB,1/8"A PRESSURE EOUIREMENT FROM ASCE 7. 0 JURISDICTION. lU --2-- 13116"LIG:118"AN CAP,AIRSPACE,1/8-AN, 0901'PVB,118-AN 2 2)KNOWING IOUR GLAZING OPTION(TABLE 1),VnNOOW 10)REFERENCES:TEST REPORTS F 18-7835.1&18-78352;ELCO ULTRACON NOA;ELCO 3 13116"LIG-Vill TP CAP,AIRSPACE,1/8-AN,.090-PVB,1/8"AN 3 CONFIGURA 60N AND SIZE,DETERMINE YOUR WINDOWS DESIGNcn 0 w CRETEFLEX NOA;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 4 118"HS. 090-PVB.118-HS 4 PRESSURE I SURE TABLES 2-5,IT MUST EQUAL OR EXCEED THE, z S ANSUAF&PA NOS&ALUMINUM DESIGN MANUAL 5 311W AN,.09D-PVB,311T AN DESIGN PR q'IRF REQUIREMENT FOR THE WINDOW OPENING W 4 OBTAINED IP�TEP 1, 1 1)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 6 13116"LIQ;3116"AN CAP,AIRSPACE,118-AN,.099-PVB,1/8"AN 4 1 0 Q -j < 3)DETER THE ANCHOR QUANTITY FROM TABLES 6&T. , 1 8 7 13!16"LIG:3116"TP CAP,AIRSPACE,118"AN,.090r'PVB,1/B"AN 4 U1 FIGURE A:ALLOWABLE SASH CONFIGURATIONS AND SHAPES 8 3116-AN,.090'SG,3116-AN 5 z 4)INSTALL PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 8 9 3116"HS,.090"SG,3116"NS 5 j W V) WIDTH WIDTH WIDTH FOR EQUAL EG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN I I 10 13116"UG:Ifir AN CAP,AIRSPACE,1/6*HS,.090"SG,118"HS 5 INSTALLATII�. 1 1-1 LIG:116"AN CAP,AIRSPACE,3/W'AN,.090'SG,3116"AN 5 NOTE:DES11. PRESSURE RATING DETERMINATION IS THE SAME I I f I I I T� 12 13116'"CIG:I16'TP CAP,AIRSPACE,Iffl"HS..090'SG,118"HS 5 PROCESS F R ALL FRAME TYPES(FLANGE,INTEGRAL FIN OR LYA(Af 13 113116-LIG:IIB"TP CAP,AIRSPACE,3/16"AN,.090"SG,3116"AN 5 EQUAL LEG OX). ................�/f ED w w [�13116�-LtG:3/16-AN CAP,AIRSPACE, V871-13, Ugg'SG,Ij8LHS 5 fil 15 13/16"LIG:3116"TP CAP,AIRSPACE, 1/8"HS,-090"SG,1/8"HS 5 op 777W68705 SG-KURARAY SFNTRYGLAS"INTERLAYER BY - GENERAL NOTES ................ I RECTANGULAR -TOP RADIUS RECTANGULAR CODES/STANDARDS USED: KURARAY AMERICA,INC. ELEVATIONS......................................................... I KURARAY DESIGN P WITH EQUAL WITH PROVIEW WITH CUSTOM IT FLORIDA BUILDING CODE(FBC).6TH EDITION ' GN RESSURES/GLAZING DETAILS 2-4 TROSIFOL�PVB INTERLAYER BY -20 ARAY AMERICA,INC. ANCHOR QUANTITIES.................... 5-6 ST TE OF LITE SASH SASH @ASTM E1300-09 KUR SASH • AN=ANNEALED INSTALLATION,FLANGE......................................7 XORiDI`1 A -Z' •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION ....... ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED.SHAPES HS-HEAT•STRENGTHENED INSTALLATION.EQUAL LEG........... t! Sj ALUMINUM DESIGN MANUAL,AOM-2015 ONAL lJ MAYBE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING -AISISIOO-12 TP-TEMPERED INSTALLATION,INTEGRAL FIN............................9 DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THEEXTRUSION PROFILES.. ............ 10 TABLES ON THE FOLLOWING SHEETS, -AISC 36040 ASSEMBLY&PARTS LIST....................................I I A.LYNN MILLER,P.S. L P.E.0 50705 TABLE 2: Bottom Sash Design Pressure(Ibs/R=)for Glass Types 1 R 2 DescriptionSesh Height for Given Range Range On) Tp 1.11p Width 16 26 33' 3T 1 41" 45", 49" 53-1/8' 24' Equal-Rte 12464 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 460.0 +65.0 -80.0 +65.0 -60.0 +65.0 80.0 Equal-lite 15.964 +65.0 -50.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 5/16"NOM. 31" Standard Ptodew 12.994-15.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -800 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS STACK Shortest 12.464-12993 +65.0 80.0 +65.0 80.0 +65.0 -60.0 +65.0 -80.0 +65.0 80.0 +65.0 -60.0 +65.0 80.0 +65.0 80.0 118"AN GLASS Lpp.".d er'-Mplying wlli 1n Equ2141le 19.652 • +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 -80.0 +65.0 -80.0 1 .090"PVB Fbd't. )ddln6 Co Standard PmJew 15.944-19.651 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 -80.0 465.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 118"AN GLASS Dal. 3&318" Custom Size 15.131-15.943 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -ORD +55.0 80.0 +65.0 M0 +65.0 -800 465.0 -80.0 30 MOAN Nlaml D e Prnducl ootral 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 25 Shortest 12.464-14.130 465.0 -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 12"NOM. Equal-file 22964 +65.0 80.0 465.0 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 GLASS BITE Custom Size 20.131-22963 +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 -80.0 +65.0 80.0 EXTERIO Standard ProJew 18.594-20.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -650 -80.0 (� 46 Custom Size 16.131-18.593 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 8D.0 +65.0 -80.0 +65.D -80.0 +65.0 80.0 V�� 75 Custom St.. 15.131-16.130 +65.0 -80.0 +65.0 480.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -8D.0 +65.0 -80.0 +65.0 -80.0 34 Custom Size 14.131-15.130 465.0 -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 R Shortest 12464-14.130 +65.0 -80.0 +65.0 80.0 465.0 -80.0 +65.0 .80.0- +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS TYPE I .. Equa1411e 24.964 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 410.0 +65.0 80.0 +65.0 -60.0 +65,0 -80.0 +65.0 80.0 Custom Size 22.131-24.963 +65.0 -80.0 +65.0 .80.0 +65.0 80.0 +65.0 410.0 +65.0 80.0 +65.0 -80.0 +65.0 -6D.0 +65.0 480.0 Standard PrcM- 20.194-22.130 +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 +65.0 460.0 W i 0r 49' Custom Size 18.131-20.193 +65.0 -80.0 +85.0 80.0 +65.0 430.0 +65.0 80.0 +65.0 480.0 +65.0 410.0 +65 0 .80.0 +65 0 460.0 p 7 "a8 Custom Size 16.131-18.130 +65.0 80.0 +65.0 480.0 +65.0 480.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Custom Size 14.131-16.130 465.0 -80.0 465.0 80.0 465.0 80.0 465.0 480.0 +65.0 80.0 +65.0 -W0 +65.0 -80.0 +65.0 -77.6 O Q Shorted 12464-14.130 +65.0 -80.0 +65.0 80.0+ +65.0 80.0 +65.0 88.0 +65.0 80.0 +65.0 80.0 +65.0 460.0 +65.0 -75.1 ,J 1� 13/16"NOM. N =w 'I°0 [if Q ' Equal41le 25.777 465.0 80,0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -BQO +45.0 -80.0 +65.0 80.0 I I GLASS STACK O m a ud to Z s Custom Size 24.131-25.776 +65.0 -80.0 +65.0 80.8 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -60.0 .090"PVB 0.,-, W o 1- Standard ProJew 20.844-24.130 +65.0 -00.0 +65.0 80.0 +65.1) 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65,0 80.0 +65.0 80.0 AIR ACE Z tD o rz B Custom Size 20.131-20.843 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 1/8"ANG S =W ¢ 4B F 56518- 1/B"AN GLASS U U_ or u*o70 Custom Size 18.131-24130 +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 o0 J •oN Z lr Q J Custom Size 16.131-18.130 +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 3 75 H-W R Q JMO Custom Sim 14.131-16.138 +65.0 80.0 +65.8 -80.0 +65.0 80.0 -65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -75.1 On V' E 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 -73.9 @OR 5 12'NOM. Z v z Equal-lite 31.964 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65,0 80.0 +65.0 80.0 465.0 -80.0 +65.0 8D.0 +65.0 80.0 GLASS SITE (� e- Custom Size 28.131-31.983 +65.0 -80.0 +65.0 -80.0 465.0 80.0 465.0 80.0 +65.0 80.0 +65.0 80.0 +65,0 -80.0 +65.0 -77,6 IXTERIOR Z 0 Slendanf ProJew 25.794-28.130 +65.0 80.0 +65.0 -80.0 465.0 80.0 +65.0 80.0 +65.0 80.0 465.0 -80.0 +65.0 88.0 +65.0 -73.9 a x O ry 2 N Custom Size 24.131-25.793 +65.0 840 +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 Lij 63" Custom Size 22131-24.130 +65.0 80.0 +65.0 -80.8 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -78.8 +65.0 -70.5 �5�p1(� 70-73 ® � c) Custom Size 20.131-22.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 88.0 +65.0 -80.0 +65.0 80.0 +65.0 -77.1 +65.0 88.4 �J-R 5 Z LEIS Custom Size 18.131-20.130 +65.0 80.8 +65.0 -840 +65.0 -80.0 +65,0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -75.4 +65.0 86.5 GLASS TYPE � 1n Custom Size 16.131-18.130 465.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -77.1 +65.0 -73.6 +64.7 84.7 LL W Q Shortest 13.194'-16.130 +65.0 80.0 +85.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -75.9 +65.0 -71.8 +65.0 88.2 +623 82.3 O Z m C3 Equal-lite 38.464 +65.0 80,0 +65,0 -80.0 +65.0 1 80.0 +65.0 -840 +650 80.0 +65,0 80.0 +65,0 80.0 +650 -73.9 Q Custom Slze 36.131-38.463 +65.0 80,0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +650 -79,8 +65.0 -71.6 W j ~ _ U 1n Custom Slze 34.131-36.130 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.8 80.0 +65.0 -77.9 +65.0 89A Q a0 76 Standard Prmiew 30.994-34.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -75.4 +65.0 86.5 a111 'osa0 saua5 Custom Size 30.131-30.993 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 1 80.0 +65.0 80.0 1+65.0 -76.9 +65.0 -74.6 +65.0 85.6 Custom Size 28.131-30.130 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 465.0 -80.0 +65.0 -79.1 +65.0 -75.3 +65,0 -71.9 +63.8 83.8 Shorlesl 26.194'-28.130 +65.0 80.0 465.0 -80.0 +65.0 8D.0 +65.0 80.0 •65.0 •75.9 +65.0 -71.8 +65.0 -68.2 j 2.3 82.3 `�� ONY LYNNM� 778 Equat4ile 42.464 +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 -77.9 5.0 89.4 �'��-'•v\CENSE'•.�(� 04" Cuslam Siza 38.131-42.A63 +65.0 80.0 +65.0 80.0 +65.0 -60.0 +65.0 -80.0 +65.0 80.0 +65.0 -7B.9 465.0 -746 5.0 85.6ndard Pm A- 34.194'-38.130 +65.0 80.0 +65.0 80.0 +65.0 -800 +65.0 •80.0 +65.0 -75.9 +65.0 -71.0 +65.0 -68.2 2.3 -62.3 _*• 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 --U MINIMUM SASH HEIGHT FOR FLANGED,RADIUSTOP WINDOWS IS:TIPTO'TIP HEIGHT-49.606 %� ST •�U MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 Off'•, NTE o [(7 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1'FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 7///DNA(- AN=ANNEALED 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. TP=TEMPERED 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN, 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.N 58705 TABLE 3: Bottom Sash Design Pressure(ibsfll2)for Glass Type 3 Description Sash a on) For Gherl Flange Range on) ,71p to Tip Width lir 2S 33" 3r 41" 4S 49' 53-1/8" -- 24• Equal-rife 12464 +65.0 -80,0 +65.0 40.0 +65.0 .80.0 +65;0 430.0 +65.0 -80.0 +85.0 -80.0 •65.0 -60.0 +65.0 X0.0 J 13/16"NOM. GLASS STACK Equal-lite 15,964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +85.0 -60.0 +65.0 -80.0 +65.0 -80.0 „090"PVB 31" Standard Prc)Am 12994-15.963 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65A -80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -80,0 AIR:PACE Shortest 12464-12993 +65.0 -60.0 +65.0 -60.0 +65.0 -60.0 +65.0 •80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 1/8"TPG SS approved u zumplylmg ehb IR Equabllle 19.652 +65.0 -B0.0 +65.0 -60.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 •65.0 -60.0 +65.0 .80.0 1IB"AN GLASS Fbrld B)ddlnSC n' Standard ProMew 16.944-19.651 +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 +65.0 -80.0 XG-.. 041e arm 38-38' Custom Size 16,131-16.943 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 410.0 +650 -80.0 +65.0 -80.0 +65.0 -80,0 west lJ•P Custom Size 14.131-15.130 +65.0 -80,0 +65.0 .80.0 +65.0 430.0 +65.0 .80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 430.0 Nmol D/de Pnrdael trot 5®OR 5 Shortest 12.464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 A0.0 +65.0 -80.0 +65.0 A0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 BITE 22964 +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 -60.0 +65.0 -80.0 EXTERIOR Custom Size 20.131-22.963 +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 +65.0 -80.0 Standard Prodew 18.594-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 X0.0 +65.0 A0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 45" Custom Size 16.131-18.593 +65.0 -80.0 +65.0 430.0 +65.0 .80.0F-65.0 .80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 p�5AIO Custom Size 15.131-16.130 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 410.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 R Custom Size 14.131-15.130 +65.0 -80.1) +65.0 430.0 +65.0 -80.0 430.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60,0 GLASS TYPE 3 Shortest 12.454-14.130 +65.0 -80,0 +65.0 -80.0 +65.0 430.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 60.0 Equal-0te 24.964 +65.0 -80,0 +65.0 -80.0 +65.0 430.0 .80.0 +65.0 -80.0 +65.0 -80.0 •65.0 -80.0 +65.1) -80.0 Custom Size 22131-24.963 +65.0 -80.0 +65.0 .80.0 +65.0 .80.0 .80.0 •65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -800 Standard NoMew 20.194-22.130 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 z �49' Custom Size 18.131-20,193 +650 -80,0 +65.0 430.0 +65.0 -80.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 m O > ^v!1 Custom Size 16.131-18.130 +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 -BO.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 Custom Size 14.131-16.130 +65.0 -80.0 +65.0 .80.0 +65.0 430.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 •65.0 -80.0 +65.0 -80.0 1 0 to O O Shortest 12.464-14.130 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 U' N i a°fi oleo Q $' Equal-fire 25.777 +65.0 -80.0 +65.0 430,0 +65.0 •60.0 +65.0 •80.0 +65.0 .80.0 +65.0 -80.0 •65.0 -80.0 +65.0 -00.0 Q r to Z Custom Size 24.131-25.776 +65.0 -60.0 +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 O LL 00 0-y 5. W O Standard Pro,(ew 20.844-24.130 +65.0 -80.0 +65.0 430.0 +65.D 430.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Z 1D ot�4 w p S Custom Size 20.131=,20.843 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 =W a 4B H 50.5/8" U o U m I-0-.N- Custom Size 18.131-20.130 +65.0 430,0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0. -80.0 W cc) J 6 J Okla She 16.131-18.1311 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +85.0 430.0 +65.0 -80.0 +65.0 -80.0 C)W R Q C) F Custom Size 14.131-16.130 +65.0 -80,0 765.0 430.0 +65.0 430.0 +65.0 -80.0 •65.0 �8D.0 +65.0 -80.0 •65.0 -80.0 +65.0 -80.0 Shortest12.454-14.130 +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 -80.0 Z Z _ EquaNite 31.864 +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 +65.0 430.0 (9 Custom Size 28.131-31.963 +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 -800 Z u' Standard PmAew 25.794-28.130 +65.0 -80.0 +65.0 430.0 +65.0 .80.0 +65.0 .80.0 +65.0 43).0 +65.0 -80.0 +65.0 -80.0 +65.0 430,0 = Custom Size 24.131-25.793 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ® n W 63" Custom Size 22.131-24.130 +65.0 -80.0 +55.0 1-80.0 +55.0 430.0 1+65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 °f Custom Size 20.131-22.130 +65.0 -60.0 +65.0 -800 +65.0 430.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -78.0 Z Ja�gS Custom Size 18.131-20.130 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -75.8 (n Custom Size 16.131-18.130 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -73.8 < W Q Shortest 13.194•-16.130 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 •65.0 -77.7 +65.0 -71.0 O Z m O O Equa141le 38.464 465.0 -80.0 +65.0 -80.0 +65.0 430.0 +650 -80.0 •650 -ea0 +65.0 -80.0 +65.0 -80.0 +650 -80.0 h- Q Custom Size 36.131-38.463 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 j g _ IL Custom Size 34.131-36.130 •65.0 -80,0 +65.0 -80.0 +65.0 .80.0 +65.0 430.0 +65.0 -80.0 •65,0 -80.0 •65.0 -80.0 +65.0 -79.1 Q O 76" Stardand ProA 30.994-34.130 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1+65.0 -80.0 +65.0 -80.0 +65.0 -75.8 a!!!1 -29a0 sau25 Custom Size 30.131-30.993 +65.0 -BD.0 +65.0 -80A +65.0 430.0 •65.0 -80.0 +65.0 -80.0 +65.0 -80.0 •65.0 -80.0 +65.0 -74.8 Custom Size 28.131-30.130 +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 -72.7 Shortest 26.194•-28.130 +65,0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 •65.0 -80.0 •65.0 -77.7 +65.0 -71.0 ` ONY LYNNM� Equal-file 42464 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -00.1) •65.0 -00.0 +65.0 -79.1 \�'��''L%CENSj''•�(��� 84" Custom Size 3B.131-42.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.8 Q- StandardPmdew 34.194•-38.130 •65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.7 +65.0 -71.0 `* 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-4B.391 'O :"l Q� Q'_ MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 7J �V •;BUJ` MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-40.806 0%. ST TE OF 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. AN=ANNEALED 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. TP=TEMPERED 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 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,N 58705 l TAHLE4: _ TABLE 5: Design Pressure(IbslR=)for Glass Types 4.7 5116"NOM. D4RI n pressure far Glass T es 8-06 3/18° GLASS *3�1 GLASS 0.41-Sash GLASS STACK Sash Height p p Bell-sce Sash Tip To Tip .490'56 Descd Ran Width 1/6'HS GLASS Sash Helnh1 f Range Qn) .090'PVB OascMpllon Range In) Width 30 3/18'A LASS lA33 >lx Otuert R Gben Ba 24 tGLA3S 53-1te'24' EquaISIB 12464 +850 $D.O 24" Equal-Ilse 12.484 .apo -110.0 1/2" M. . Egnai-6IB 15,964, +480 $0.0 2p 12'NOM. Equa15. . -119.0 E� G ITEETE 31' Slandard ProNew 12,884-i6.B83 +85.0 -00.0 L Slandartl ProNev 12.984-15.963 +BpO -1100 itmR GLASS BITE wt 12484.12993 +650 -80.0 Shortest12464-12.993 +890+650 -89.0 Equebme 19.052 +80.0 -110.0 34 +pprovtd as motptytllg with 1110. 15.944-19.651 +650 $RA 74 Standard PmNew 15.944.19.651 +eDO -710.0 GLASS TYPE 8 GLASS TYE 9 tTe Bjrldlnly" e 3&J/B" Custan Size 15.1J1.15.843 +BS.O $0.0 GLASS TYPE 4 Custom Size 15.131-15.943 +e0.0 d1o.o Dere ROAM Custom 3120 19.131-15.130 +85.4 -80.0 COsI_Size 14.137-15.130 +8R.0 -1140 �,( t_ 1 16"NOM. + 13118•NOM- %, q!- PNlfnst Shortest 12484-14.130 +65.0 -00.0 Shodest 12.464-14.130 +800 -110.0 I rte- 33 STACK 7I GLASS STACK 7118•NOM. .090' G .080'SG Egvai4de 229% +85,0 $8.0 GLASS STACK Equal-tee 22964 +69.0 -110-o AIRSPACE AIRSPACE ` Custom size 20.131-22.963 +eS.O -00.0 3118"AN GLASS Cuslan Size 20.131-22883 +Bp.O -110.0 1/B"AN GLA }/g•H GLASS 118"AN GLASS-, 3118'AN GLASS Standard PmNax 18.594-20.130 +65,0 $0.0 .090'PUB Stendan7 PMN4- 18.594-20.130 +840 -110.0 31 31 74 - 4S Custtlm Sita 18.1J1-iB.593 +BS.O $0.0 J0 -3/16" GLASS 4S Cuslpm Size iB.131.1t1.W3 +Bp,O -110.0 - ii CuBtan Size 16-!31-16.130 +65.0 -80.0 CUSian Size 16,131-!8.130 +80.0 -110.4 �R 5 172'N M. �R 12'NOM. p Cuslpm SF4B 14.131-15- .130 +65.0 $0.0 27 12"NOM. Custom 31;8 7A.131-15.134 +811.0 -110.0 FJ[T LASS ITE ERIOR GLASS BRE S Rost 12464-14.730 +65,0 -80.0 1 RIO GLASS SITE Stratest 12484-14.130 +80.0 -110.0' a EgUaNile 24.964 +85.0 -80.0 Equal-Ills 24.984 ♦80.0 -110.0 Custom Sha 22.131-24.963 +65,0 $0.0 74 Custan Size 22131-24.963 +80,0 -110.0 6@OR 5 70. @5 OR 5 7673 Slendam PmUew 20.104-22!30 +65.0 -40.0 34 Standard ProNew 29.184-22.1Jp ta0.b -110.0 GLASS TYPE IO 'V GLASS TYPE t1 '49" cmtpm sae 14.131.m.ts3 +ss,o -eo.o GLASS TYPE 5 49' Costen Size 18,131-20.103 14o.a -»a.4 ci OD Cuslom Sixe 14.131.14.i3D +85.0 -80.0 Custom Sixa 16,131.18.130 +80.0 -110.0 1 18'NOM, - 13/16'NOM. w p 'nay !]atom She M t31-18.730 +65.0 -0O.b iffit6'NOM. Custem SFza 14.131-16.139 +60.0 -110.0 (+- ��- Of _ Shortest 12.484-14.139 +85.0 -00.o G SS STACK GLASS STACK t0.' GLASS STACK Shortest 12464-14.130 +80.0 •110.0 0 Ca In r. Equa1-ete 25.777 +65.0 $0,0 4 AIRSPACE .090' G ,090"3G 47 a .090"PVB '6 EgpaMte 25,777 +80,0 -114.0 AIRSPACE }h• !00 w Cuslom Size 24.131-25.778 +mo $0.0 AIRSPACE z 118'TP GLASS L9 tV i 0.n � � Cuslom size 24.131•25.TRI +80,0 -170.0 118'H GLASS 1/8'TP GLASS 3118.0.s GLASS 0 ¢ Z Z 2 Siandatd PmVew 20-844-24.138 +65.0 $0.0 3ti8'ANG 178'ANGLASS 3/ 31 £ o Standard Pnnfew 20.B4d•24.130 +80,0 -110.0 F 605/4• Cuslom Size 24,131•20.843 +65.0 -00.0 31 74 Cestan Size 20.131-20.043 +40,0 -110.0 d W C) W LU ® 12'N M. 6@OR 5 }2'NOM. Z o Cusiom Size 48.131-20.139 +85,0 $0.0 5D.�8" Custan Size !8.131-26.136 189,0 -t 10.0 5 4R 5 = 4 Cuslpm Sire 16131-10.130 +65.0 -00.0 ®OR 6 12'NOM. ENTERIOR GLASS HE EKTERIOR GLASS BITE U LLLI .) d iD tY uMtll Cuslan Size 18.131.10.130 +80.0 -170.0 (� (� Custom Size 14.131•16.130 186.6 $0.0 �.,.� !''LASS BRE Costen Size t4.131-18.130 +89,0 -110,0 `r'- '"r- O `r a � _-N CA OR Shortest 72484-14.130 +85.0 -00.0 4 Shortest 12464•14.130 +80.0 -170.0 ���q�I Equal-lite 31.944 185.0 -80.9 70.73 Equaifiite 37.984 140.0 -114.0 @OR S GLASS TYPE 12 7 -'OR 5 GLASS TYPE t3 73 z vt �G Cusiom Slzo 131-31- 983 +65,0 -00.0 5®OR 5 Custan Size 28.131-31.883 +80.0 -110.0 { cx standardprwm 25.784.28.130 +45.0 $0.0 GLASS TYPE 6 f Standard PrcM 25,794-28.130 +80,0 -it. LL Custom Slze 24.131-25.783 +65.0 $p.0 Cuslom Size 24.131-25.793 +80.0 -110.0 1 16'NOM. 13/1W NOM. 0 63" Custom Size 22131-24-130 +65,0 $4.0 �- 73118'NOM. 83' Costen Size 22.131-24.139 +80.0 -110.0 Imo.- SS STACK 1 GLASS STACK ,;, X O Cuslart Size 20.131-22130 +65,0 $0.0 GLASS STACK Cuslan Size 20,131.22.139 +80.0 -1Y4.0 .090" G .09D'SG ® UJ AIRSPACE AIRSPACE Cvsmm size 18.137-20.130 +fi5.4 $o.o .094'PVB Custom Size 18.131-20.130 +Bp.O -210.0 3f18"AN GLA 178' GLASS 3176'TPGLASS /J8'HS GLASS taagS AIRSPACE Cuslpm 3128 18.131-18.130 +65.0 -00.0 3/16'TP GLASS 7IB"AN GLASS Custan Size 18.131-10.139 +80.0 -110.0 31 31 74 Z SigRest 13.IW-16- .t30 efi50 $b.0 31 ]I Shortest 13.194'-16.130 189,0 -510,4 Q Equal-Isle 38.484 +65.0 $0.0 Equal-Ills 38.484 +8010 -110.0 5@OR 5 12.N ®OR 5 12'NOM. a' Costen Stza 38.131-38.483 +&5.0 $OA @DR Cusiom Stze 36.131.38,443 +80,0 -1140 EXTERIOR GLASS RE E%fER18R GLASS HITS O Z 12"NOM. Cuslpm Size k994-38.139 +650 $b,0 EKi GLASS BITE Cuslpm Size 3A,131-38.1Jp +80,0 -110.0 � 76' Stendart PloNex 30.984-34.430 +85,0 -800 m Siandam P;Ter; 3D.994-34.130 +80.0 Cuslom Size 30.131-30.983 +65.0 -840 Cuslom Size 30,131-30.993 +809 -170,0 Custom Slxe 28.431-30.130 +95G -80.0 7Q-73 5®48 5 J11 5®OR 6 70.73 ,d 0 @5 OR Cusian size, 28.731-30.130 +80.0 -tio.p GLASS TYPE 14 GLASS TYPE 15 ally asap saua5 ShOnesl 26.194'-28.130 +65.9 -40.0 GLASS TYPE Shales! 26.194'-28.130 +80.0 -114.0 EgBis 42.444 +650 $0.0 Egvatiee 42464 +aD.o -510.0 �t''11NY LYNAt B4' Cuslompm Size J8.131.42483 +65,0 -00.084- Cuslom Size, 3".131-42403 +BD,O -110.0 ` ........ �l Siandam PmNety 34,194'-38.130 +65,0 _eOc StandaRlPmNew 3d.194'-38.130 +80.0 -110.0 ti1GENSF: 'MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 *'; NO.58705 ' MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-48.806 *= MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 %�CJ�• 3 ATEOF (V�ti 1)TIP TO TIP DIMENSIONS SHOWN-FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TTP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. AN=ANNEALED 4NAL 0\` 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED A,LYNN MILLER 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. p,E.N MILLER, TABLE 5: Anchor Quantities Required for Tp to 71p W1dm "Through-Frame"Installation 16' 1 25' 1 33" 37^ 41" 45" 49" 53-1119" usina Glass Tvves 1-7 Jamb Jamh Jamb Jamh Jamb Jamb Jemb Jamb Bolton Sash f f f f f m m m f m Dest,plum Sash Haight ; Range(In) o R for Glen Range m m ¢ m a m ¢ m m ¢ m '¢ m TABLE 6B: 24" EquaHila 12.464 1 2 1 1 2 1 t 2 1 1 2 2 1 2 2 t 2 z 1 2 2 t 2 2 Glass Description(Lltlled from Ierior to Interior) Equal-life 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 T e 1 m1d apdding plying w1161b 31" Slenderd Prodaw 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 1 1/8"AN,.090"PVB,1/8"AN Flnrld B)JdInBC Shortest 12.464-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 x 2 2 2 2 2 2 2 2 2 13/16"LIG:118"AN CAP,AIRSPACE, /8"AN,.090'PVB,1/8"AN Dole VOAN Equal-file 19.652 2 z 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 z 2 2 2 2 2 3 13/16"LIG:1/B"TP CAP,AIRSPACE, 8"AN,.090"PVB,VB"AN Nlsral Dade Product Central Standard Prodaw t5.944-19.651 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"HS 4. 35-3/8" 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 2 2 2 5 3/16"AN,.090"PVB,3/16"AN Cullom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 z 2 2 2 2 2 2 2 x 6 13/16"LIG:3/16"AN CAP,AIRSPACE 1/8"AN,.090"PUB,118"AN Shortest 12.464-14.130 2 2 1 2 2 7 2 2 1 2 2 2 x 2 2 2 2 2121 2 2 2 2 2 7 13/16"LIG:3176"TP CAP,AIRSPACE,1/B"AN,.090"PUB,1/8"AN Equal-lila 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 T 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard PmrJew 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 rc 45" Custom Size 18,131-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 15,131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 GO _ Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Y EquaI 111. 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 z 1n Custom Size 22.131-24.953 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 O 0naB w Standard Prodaw 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 �_u9 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 C4 alo0 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 00 a w 1n Z Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 -1 Z J J O L' Z Shortest 12.464-14.130 J 2 1 J 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z W lO. Z LL o Equal-HIe 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 S W ¢ 4B Custom Size 24.131-25.776 2 2 1 2 2 7 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 LU LU U 000 O J J More 'oN Fo 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 I-W R a ¢ DM0 Cullom Size 20.131-20.643 Z 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1, .-. or. ~ H 50.518" Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom 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 I7 u- 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 Z Q V' Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 7 0 Equal-lila 31.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 r 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 ® J 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 Z Z i°aqS 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 1n 8T 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 Q Custom Size 20.131-22130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 J 2 2 3 2 2 3 2 2 0 O CY Q Z Q O Custom Size 16,131-20.130 3 t2l 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 (_) _ Custom Slie 16.131-18.130 3 3 2 1 3 2 1 J 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Shortest 13.194"-16.130 4 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 0 J Q Q Equal-lite 38.484 3 3 / 3 3 1 J 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 J 2 a111 'osaD saua5 Custom Size W.131-317.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size 34.131-36.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 `171111 111177 76' Standard Prodaw 30,994-34.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 ``` Ny LYN/v �! Cullom Size 30.131-30.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 .......... 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 � ••KENS•• Shodest 26.194'-26.130 4 2 1 4 2 1 4 2 1 4 2 2 d 2 2 4 T 2 4 2 2 4 3 2 1)TIP TO TIP DIMENSIONS SHO .FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, �.• •� Equel-1110 42.464 3 a 7 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 SUBTRACT 7"FROM THE TIP TO IP DIMENSION IN THE TABLE TO DETERMINE THE _�.; No.58705 B4" 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 A 2 3 4 2 WINDOW SIZE. StandardPmdew 34.194'-38./30 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 -10 Qn �- "MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROU UP TO THE NEXT AVAILABLE SIZE. %�) ••, 8 f [U MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 O '-_ A OF MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 3)FOR RADIUS TOP WINDOWS, NO THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE ��( FCORIDP,•'•G,\?� WHICH THE RADIUS TOP WINDO SS' WILL CO0MPLETELY FIT WITHIN. ��i a �� MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 77/7 NAL��0` 4)WINDOWS WITH THE LOW SIL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN 1 j 111 1 1 1111` PRESSURE OF+65 PSF.NEGATI DESIGN PRESSURES ARE UNAFFECTED. A.LYNN MILLER,P.E. P.E.N 58705 TABLE 7: Anchor Quantities Required for 71p to Via Width "Through-Frame"Installation 18" 25" 33" 3T 41- 45" 1 49 53.118' usinc Glass Tvpee 0-15 Jamb Jamb Jamb Jamb Jamb Jamba1b1,,b: KK K `BollomS Ash Hel hDescrtp9onRange(In)for Ghon Ranga '¢ m ¢ m ¢ ¢ m ¢ m ¢ m TABLE 78: 24" Equal-Ble lo� 12.464 1 2 1 1 2 7 1 2 1 1 2 2 1 2 2 1 2 1x101► Equal-lits 16.984 1 2 1 1 2 t 1 2 t 1 2 z 1 2 2 1 2 2 7 2 2 7 2 2 Typ�B Description(Listed h Eats riot to Interior) mer 31" Standard Prmlew 12.994-15.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 8 3116"AN,.090"SG,3116"AN No 410AY Shortest 12.464-12.897 2 2 1 2 2 1 2 z 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2SG. Equal-lite 19.652 2 2 1 2 2 1 2 2 1 2 2 z 2 2 2 2 2 2 2 2 2 2 2 2 9 3116'H5,.090"AN AP,HS Wan] Standard Prowlew 15.944-19,657 2 z 1 2 2 112 2 1 2 2 2 2 2 z 2 2 2 2 z 2 2 2 z 10 13/16'LIG:1/8"AN CAP,AIRSPA E,118"HS,.090"SG,1/8" - 38-316' Custom Size 15.131-15.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11 13/16"LIG:118"AN CAP,AIRSPA E,3118"AN,.090"SG,3116"AN �- Custom Size 14.131-15.130 2 2 1 2 2 1 2 z t 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 13116"LIG:118"TP CAP,AIRSPA E,1!8"HS,.090"SG,1/B"HS Shortest 12.464-14.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13 13/16 LIG:1/8"TP CAP,AIRSPA E,3116•AN,.090"SG,3116"AN Equel-lite 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 14 13116"LIG:3/16"AN CAP,AIRS CE, 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,AIRSP E, 118"HS,.09D"SG,1/8"HS Standard PrWow 19.594.20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 z 2 2 2 2 3 2 - 45" Cuslom Size 16.131-19.593 2 2 1 2 2• I 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Custom Size 15.131-19.130 2 2 1 2 z 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 ' 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 3 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 J 2 2 3 2 2 3 2 2 3 2 3 u N Equal-lice 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 12 Cullom Size 22131-24.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 O 'nay Standard Proiew 20.194-22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 212 2 2 2 3 2 2 3 3 u9 O 49' Custom Size 18.131-20.197 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 aloe (�N z� p Cuslom Size 18.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 I Q M Z Z Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 _ J � W Shortest 12.464-14.130 J 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Z °1 Equal-Isle 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 =W n 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 IU U � J,J J umlu0 .oN F Standard Prmlew 20.844-24.730 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 o F-W "r c0¢ Q 7M0 50.578" 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 3 3 ~ K F Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 Z o Z _ U W Cuslom Size 16.131-19.130 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 - Custom Size 14.131-16,130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Z Q LL Shortest 12.464•14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 CID Q Equal-1i11 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 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 4 3 ® ° W Standard Pm`.4ew 25.794-28.130 3 2 1 3 2 1 3 2 I 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 Q IaagS Cuslom Size 24.131-25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 1 3 3 3 3 Z zti E 83' Custom Size 22.131-24.130 3 2 1 3 2 1 J 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 " d O Custom Size 20.131-22.130 3 2 I 3 2 1 3 2 1 -3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 LL O w Co. Cuslom Size ie.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 F- Z Cuslom Size 16.131-18.130 3 2 1 3 2 1 3 2 f 3 2 2 3 2 2 3 2 2 4 2 3 4 2 3 tz.2 Shortest 13.194'-16.130 4 2 1 4 2 1 4 2 1 d 2 2 4 2 2 4 2 2 4 2 3 4 2 3 V Q Q Equal4ile 38.484 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 aI1rJ •2sap saua5 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 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 76" Standard Pm-Aew 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 `\\\\1111111111j/,' Custom Size 30.131-30.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 4 3 3 4 4 3 NNf .� pNY � Cuslom Size 29.131-30.130 3 3 1 J 3 1 3 3 1 3 3 2 3 3 2 4 3 2 4 J 3 4 4 3 �` '•�z Shortest 26.194'-29.130 4 2 1 4 2 1 4 2 1 4 2 2 4 3 2 4 3 2 4 3 7 4 3 3 1)TIP TO TIP DIMENSIONS SHO%N.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, Equa1-1111 42.464 3 4 1 3 4 1 3 4 t 3 4 2 3 4 2 3 4 2 3 4 3 3 5 3 SUBTRACT 1"FROM THE TIP TO rIP DIMENSION IN THE TABLE TO DETERMINE THE _*:' No.58705 94" Custom Size 38.131-42.463 3 4 1 3 4 1 3 4 1 J 4 2 3 4 2 3 4 2 4 4 3 4 5 3 WINDOW SIZE. Standard Pm4ew 34.194--38.130 4 3 1 4 ,9 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,ROU D UP 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, IND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE ST Tr [(7� MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 i '•.FCORIDP.•'G\=� MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-40.806 WHICH THE RADIUS TOP WIND WILL COMPLETELY FR WITHIN. F .-,•,. 4)WINDOWS WITH THE LOW SIL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN S/0NAL�N" PRESSURE OF 765 PSF.NEGATIiE DESIGN PRESSURES ARE UNAFFECTED. A.L P.E 0 58705,P.E. • P.E.B 50705 INSTALLATION DETAILS FOR FLANGE INSTALLATION OPTION 2 INSTILATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHOR OP THROUGH FRAME AND IX BUCKS "'.T.r OPTION I EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. .NCRUEICMU. ANCHORED r=— -----T___ SE NOTE 2,THIS SHEET. AND EMBEDMENT EMBEDMENT FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. t/4-MAX SHIM I 'MAX SHIM _T SEE NOTE 2,THIS SHEET. EMBED 17 4 SASH VISIBLE EiMENT EDGE EDGE I DISTANCE LIGHT DISTANCE ping dAv.nmpIyIAgwIth1w 27 1/4"MAX SHIM FIXED NJ 1 01.. v Jalrig cp& VISIBLE v Gd SEE TABLE LIGHT WIDTH NOTE 8,FOR ?_ HEAD TYPE -kp 30 7WANCHORTYPE. FIXED TYP. C44 7141 VISIBLE EMBrDMENTANO LIGHT EDGE DISTANCE PER SUBSTRATE,SEE HEIGHT TABLES, 31 5 R@ 32 — TIP TO TIP WIDTH TVP.ANCHOR TYPE, R TVP.ANCHOR TYPE. EXTERIOR rMBEDMENTAND d 45 , HORIZONTAL SECTION A-A EDGE DISTANCE PER ul EMBEDMENT AND EDGE DISTANCE SUBSTRATE,SEE CE PER SUBSTRATE TABLE S. SEE TABLE 1/4"MAX.SHIM VISIBLE LIGHT FORMULAS: 0 0 N OZ U) 0 46 55 DADE APPROVED MULLION,FED (SHOWN FOR HI-RISE SILL;SEE _j z z 0 w C, 43 COMPLIANT ALUMINUMISTEEL FRAMING SHEET 9 FOR STANDARD SILL) LL 0. TIP OR STEEL STUD,MAY BE VERTICAL OR z TO 13 HORIZONTAL.SEE SUBSTRATE it z=� -75— Vo JTH 00 0 o TIP 63 USE EITHER I PROPERTIES,TABLE S. LLI j_ J "Jo H jj"rSjH FIXED LITE:TIP TO TIP WIDTH-5,12- 1_2 CD _j EIGHT SWEEP LATCH @ w 0mo H C> MIDSPAN OR 2 HE HT(EQUAL-LITE) > BOTTOM LOCKS T11 TO TIP HEIGHT/2-3.73" z SASH INSTALLATION HE NiVI 0 z VISIBLE OPTION 4 @1 XED LITE:TIP TO TIP HEIGHT12+3.78" 0 LIGHT ANCHORED THROUGH @1 .93 HEIGHT z FRAME INTO METAL HE 3HT(CUSTOM SASH) a g q 0 @I(XED LITE:TIP TO TIP HEIGHT-SASH HEIGHT-3.55" Z U Iaa @ EIGHT-3.55- 0 NSH:SASH HEIGHT-4.60" w EXTERIOR < (n BLE 8: M >k < I'U .... 0 0 H PR �T OV X..LITE TIP T, ..�TIP TO TIP 33 Anchor Substrate Min.Edge Min.Embedment NOTES: Z 10 W Distance 2 (9 15 Z P.T.Southern Pine(SC-0.55) 9116" 1-3/6' 1)USE ONLY!� 9STRATE-APPROPRIATE ANCHORS LISTED ON OPTIONAL HI-RISE #12 Steel TABLE S.FOL I W EMBEDMENT AND EDGE DISTANCE LIMITS.ANY < LL 42 SILL SHOWN.SEE Aluminum,6063-T5 Rio_ 318" 0.063" 1 IDE OF 1"WEEP SH 18-8 or 410 INSTALLATIOr OPTION SHOWN MAY BE USED ON ANY S zy, 8ETIOFOR THE NOTCH AT STANDARD SILL. SS Screw A36 Steel 3/8" 0.063" 1 EACH END 114"MAXSteel Stud,Gr.33 min. 3/8" 0.045-(18 Go) 2)MASONRY� CHORS MAY BE USED INTO WOOD AS PER TABLE k�'�LYNN HIM Concrete(rrdn,3.35 ksl) 11-3K' 8.ALL WOOD 1. 1. LICKS LESS THAN 1-1 12�THICK ARE TO 13E -,A ....... ... 1/4'4110 SS CONSIDERED X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL CreteFlex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" IF UNIT 15 INSLALED DIRECTLY TO SUBSTRATE,WOOD BUCKS P,T.Southern Pine(SC--0,55) V, 1-3/81, r DEPICTED AS X RE t-1/2"THICK OR GREATER.U(AND 2X BUCKS No.58705 NO ANCHORS 1. (WHEN USED)$HALL BE DESIGNED TO PROPERLY TRANSFER Concrete(min.2.85 ksj) LOADS TO TH BUCK 114!'Steel HE RESPONSIBILITY OF THE ENGINEER OR Ix- REQUIRED IN I STRUCTURE.WOOD 13 A FLANGE OR UngroUted CMU,(ASTM C-90) 2-112" 1-1/4" INSTALLATTOF Its T ig • ..-- lAraCon % ) r ARCHITECT 0 RECORD. 6-XAOF =0 UAL-LEG I P.T.Southern Pine(SC-0.55) 1,, 1-3/8" P� FRAME SILLS A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE, 3)VISIBLELIG T WIDTH OR HEIGHT(ALSO REFERRED TO AS B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PANIHEXIFLAT HEAD TYPE IS DAYLIGHT OP NING)IS MEASURED FROM BEADING TO BEADING. rr 10NAL VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD, ,,1111111 C)"UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A.LYNN MILLER,RS. P E.ff 58705 INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES. EDGE EDGE STANCE DISTANCE EMBEDMENT 0 0 EDGE LIG WIDTH Appro'.4101Ply,"Willi 4% DISTANCE 1/4"MAX SHIM I "MAX SHIM SASH VISIBLE 17 ISE e EMBEDMENT tt 27 T FIXEDVI9111LE mu pow 9t T_ MAX. EMBEDMENT 2 SHIM LIGHT WIDTH 11 3018 TYP.ANCHOR TYPE, v EMBEDMENT AND EDGE FIXED DISTANCE PER SUBSTRATE, VISIBLE 44 LIGHT SEE TABLE 9. HEIGHT rc 31 5 R& 32 I BUCK WIDTH TYP.ANCHOR TYPE 52 45 EMBEDMENT AND EDGE LU z HORIZONTAL SECTION C-C I ;i DISTANCE PER SUBSTRATE,SEE L. DADE APPROVED MULLION,F13C TABLE 9.(NAIL SHOWN) 0 a 0 ro 14 COMPLIANT ALUMINUM/STEEL FRAMING po 0 1/4"MAX.SHIM 0 a of OR STEEL STUD.MAY BE VERTICAL OR z 0 HORIZONTAL.SEE SUBSTRATE 0 Z LL 43 PROPERTIES,TABLE 9. d_j C, v a z C31 VISIBLE LIGHT FORMULAS; z 0 5 w BUCK 13 (SHOWN FOR STANDARD SILL:SEE X:IF SHEETS 7 OR 8 FOR HI-RISE SILL) L)() HEIGHT 63 USE EITHER I Lu J SWEEP LATCH @ #10 0R*12 STEEL WIDTH < MIDSPAN OR 2 46 55 SELF-DRILLING SASH&FIXED LITE:BUCK MOTH 4.12" BOTTOM LOCKS SMS(GS),SEE TABLE 9. SASH FIXED 2� a z S & 'X LITE SASH H IGHT EQUAL-LITE Z v- __ I- J9 VISIBLE 9 CK HEIGHT12-323" Z 0 U_ LIGHT INSTALLATION 0 0 HEIGHT H IGHT PROM M F rn OPTION 7 Xr.LITE: UC 0 W W IXED LITBUCK HEIGHT/2+4.28" SH U. . ._ _j 2 ANCHORED THROUGH ASH:BUCK HEIGHT/2-1143' a INTEGRAL FIN INTO METAL z 7.—.qs 05 H IGHT ICUSTOM SASH) z UL- STANLARDSE111. FIXED LITE:BUCK HEIGHT-SAS"HEIGHT-2.56' < < EXTERIOR 16I'D ASH:SASH HEIGHT-440" u. S1 0 0 0 _.E 33 PREVIOUS SHEET z I 427MLz B FOR OPTIONAL I- Ep 141-RISS SILL, Z ..'r1l AT CO EACH END 1/4 MAX BLE 9: Min.Edge Min. NOTES: ...... SHIM Anchor Substrate I Distance Embedment l 1)USE ONLY SUBSTRATE-APPROPRIATE \A,(LYN ... ./.V 2-1/2"x.I I T' 1N Jail P.T.Southern Pine(S(3=0.55)� 5/16' 2.4Y8_ ANCHORS LISTED ON TABLE 9.FOLLOW .... . .. **v%CEN81t 2-112"x.f3l"Common Nall P.T.Southern Pine(SG=0.55) 318" 2.438 EMBEDMENT AND EDGE DISTANCE LIMITS ANY INSTALLATION OPTION SHOWN MAY BE USED TANCHOR TYPE, I 2-1/2"x.145"Roofing Nall P.T.Southern Pine(SG=0.55) 3/8" 2.438 ON ANY SIDE OF THE WINDOW. No.58705 EMOEYDPMENT AND EDGE EDGED]STANCE 2-1/2"x.145"Roofing Nall P.T.Southern Pine(SG=0.55) 318" 2.438 0 - DISTANCE PER SUBSTRATE, 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO I P.T.Soulhem Pine(SG=0.55) 11/2" 375 REFERRED TO AS DAYLIGHT OPENING)IS SEETABLE9 #10 Steel Trusshead Screw or— (SCREWSHOWN)' EMBEDMENT 0.125"Aluminum,6063-T5 min. 5115- 0.125 MEASURED FROM BEADING TO BEADING. 0 V. #12 Steel,18-8 or 410 SS 0,059'A36 Steel Screw 5116" 0.05 ' ICs VERTICAL SECTION D-D Is, "'*,- 0.045"(118 Get Steel Stud,Or.33 min. 5/167 0.045 /01VAL L1 1011111101" A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE, A LYNN MILLER,P.E. 05 2.560" 3.185" -�---• 2.060" 2.848" 2.848" .062" T ' 1.125" 1 1 -, 2.848" - .062" .062" .062" 2.112" R e -T 2.724" 2.724" 2.724" 1.489" r^+-r 1 �;,prnved no rnmpllinR ailb Un rmridja;ddi+,g•L e D .062" ,ofiz' .082" .9+7" .125" I 05ta �! L =s La- AOAtL 1MEasd Sade i'mdnet t FLANGE FRAME HEAD O HEADGRAL FIN FRAME (D EQUAL LEG FRAME HEAD O FLANGE FRAME JAMB INTEGRAL IN FRAME EQUAL LEO FRAME JAMB41. 2.798" 2.798" 2,798- 2.798' --�j 2.798' -«-' 2.798" --+-{ a 2.841" 3.456" 3.008" I 2.34 f" 3.508" 4,133" Q 'nay O a .062" .062" .062" 2' 0 i ua7o In .062 .052" t>p N 0 d O m a rn Z 0 LLL 1.125" Z tU ' .r n O FLANGE FRAME Stll 1.125" EQUAL LEO FRAME U U O �J 8 e EQUAL LEG FRAME SILL to FLANGE FRAME SILL w_„• W urwp c HI-RISE 12 SILL HI.RtSE w a 4 9740 Oe INTEGRAL FIN FRAME SILL ti a F INTEGRAL FI RAME }+ o Z 2.273" -+•� � " Z .120" -1y- z 0 1.300" �jI i 2.273" -•-r( _ � 170" ( ( p !t SILT NE H OT-MELT BUTYL W STRUCTURAL ® J POLY(SO8UTYLENE 4-NOM. STRUCTUR3116"NOM. 2.772" WITH SILICOZ t»45 2.211^ 2.105- .062" DESICCANT FOAM WU 2.15q" I .062" 1.235" DESICCAa 0 d .062" j EXT.GLASS O Z O q 1 " ( .L EXT.GLASS .082" -•-I�*- 1.300' �-- -^-1 1.300" (-+-- 1.300" �-+- !N .GLASS .GLASS U 4 JC SASH TOP RAIL e FIXED MEETING RAIL BOTTOM RAIL- 70 KOOISPACE 4S PS 71 SUPER SPACER'NXT TM aq.1 asap s>u>5 ta 15 HI-RISE to SASH BOTTOM RAIL t7 SASH SIDE RAIL t ALUMINUt+I I I I I I 1 x777 1.446" REINFORC£MENTt POLYISOBUTYLENE DESICCANT NOM. `\-�� 0N 1.522" ...I 634" A65" 61 617" 1 ,�.11496' SILICONE SEAL tt-:• 'P .627" P114 1 i BUTYL 6 ROLL-FORMED No.58705�_ STAINLESS STEEL DE BUTYL TFOAM1.370" •+- EXT.GLASS EXT.GLASS O-.. S A 4F '•.�'� i .070" ,045" -+"-+-- .050" (C '••'ct ORIDP,.•'-\��� O HEAD ANCHOR I GLASS INT.GLASS i�7sSJ • '• IE: < Ie +e SASH STOP COVER as IG BEAD 258 IG SNAP BEAD ss 5116"LAMI BEAD i7 7/16"LAM[BEAD 777 ANAL E COVER 72 OURASEAL6 SP ER 73 XL EDGETII SPACER 7 711 1 1 1 1 1 1 t t A LYNN MILLER,P.E. P.E.0 58705 �l TABLE 11: item PGT Part# Description Material 51 ASSEMBLY DETAILS FOR 64200 Head,Flange Aum.6067% FLANGE FRAMES 2 624017 Head,Integral Fin Alum.6063-T6 a (OTHER FRAME TYPES SIMILAR). 3 624028 Head,Equal4eg Alum.6063-76 4 624004 Jamb,Flange Alum.6063-TG 4 t 4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063-T52 1 a 5 624020 Jamb,Integral Fin Alum.6063-T6 51 lypmxd..rumPtyiagwW tom' y Fuwle rplalnl� 5A Jamb,Integral Fin(Used For Alternate Radius Top Head) Alum.6063-T52 Bar !IOAI O 6 624031 Jamb,Equal-leg Alum.6083-T6 ty.r D.d.vmdatt Cmdm 6A Jamb,Equal-leg(Used For Alternate Radius Top Head) Alum.6063-T52 40 HEAD e 7 624002 Sill,Flange Alum.6063-T6 INTERIOR 8 624018 Sill,Integral Fin Alum.6063-T6 141 9 624029 Sill,Equal-leg Alum.6063-Ts JAMB 10 624003 Sill,Hi-Rise,Flange Alum.6063-TB ' 11 624019 Sill,Hi-Rise,Integral Fin Alum.6063-T6 12 624030 Sill,Hi-Rise,Equal-leg Alum.6063-T6 q 14 rc 13 624005 Sash Top Rail Alum.6005A-T61 INTERIOR 14 624005 Fixed Meeting Rail Alum.6005A-T61 11 15 624012 Sash Bottom Rail-Hi-Rise Alum.6053-T6 JAMB W0D 16 624068 Sash Bottom Rail Alum.6063-T6 N 17 624007 Sash Side Rail Alum.6063-T6 IXED MEETING RAIL o o o � O 18 624051 Head Anchor Coyer Alum.6063-T6 }n �� al°d C) 19 624015 Sash Slop Alum.6063-T6 (7 N i u a0 25A 624009 IG Bead Alum.6063-T5 OJ a Z Zo 25B 624011 IG Snap Bead Alum.6063-T5 O—r cD m W o 26 624013 5/16"Lami BeadingAlum.6053-T6 =L fD � SASH BOTTOM RAIL 27 624026 7/16"Lami BeadingAlum.6063-T6 (.)() 6 co ®� 1.x1/0 SASH ,W-W ' a a 30 6TP247 Glazing Bead,Bulb Vinyl for#524023 Vinyl 4 � On+o 31 6TP248 Glazing Bead,Bulb Vinyl for#6241D09򘖋 Vinyl SIDE 16 n> v n rp 32 724045 Sweep Latch(@ Top Rail) Cast Zinc RAIL z z 33 624049 Bottom Latch(@ Sill) Alum.6063-T6 JAMBu. O Neoprene Z J 34 Setting Block(1/8"X 1/2"X 4") P Z 35A IG Selling Block(1/8"X3/4"X4") Neoprene w = 35B 724014 IG Snap Selling Block Vinyl 17 ® ry W O 36 724044 Bottom Rail Weatherstrip Extension i° Z Z W 45 37 724053 Sill Gasket PolyethyleneZ 37 to 38 724054 Sash Top Rail Gasket Polyethylene < 0 u. : O Q 39 724055 Sash Bottom Rail Gasket Polyethylene O Z U o 40 724057 Head Gasket Polyethylene w 5 -6 1� 41 724063 IMeeting Rail Gasket Polyethylene INTERIOR O O to 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 39 �] ¢ m 43 Weatherstrip,.270"x.187",Fin Seal(@ MR) =Ir0 '°sap souas 44 67S16G Weatherstrip,.17D"X.270",Fin Seal(@ Sash Side Rail) ""JI I LYN>t/ 45 Weatherstrip,.170"X.187",Fin Seal(@ Top Sash Rail) 46 varies Balance with Coyer 8 Trim Rigid Vinyl SILL 51 TABLE 10:MATERIAL PROPERTIES USED ��N'.•ENS 51 781PSOX #8 X 1"PH SMS(Assembly) Stainless Steel FOR ANCHORAGE CALCULATIONS: �'� �,1G F 7 Material Min.Fy Min.F. Stainless Steel 55 7834AA #8 X 3/4"Ph.PN SMS(Balance) — No.58705 63 - Alum.Screen with Fiberglass Mesh Varies Steel Screw 92 ksi 120 ksi INTERIOR 18.8 Screw 60 ksl 95 kei _ 70 - Kommerling Kodispace 4SG TPS See Sheet �1 410 Screw 90 ksi 110 ksi 71 - Quanex Super Spacer nXi10 far 51 Elco UltraCorM 155 ksi 177 kel _ S A OF •41 72 - Quanex DurasealS Spacer P Materials 410 SS Elco CreleFlex® 127.4 ksi 169.7 ksi '��'-•.•FGORIOI;.•�G�=: NOTES: . 73 - Cardinal XL Edge Spacer 6063-T5 Aluminum 16 ksi 22 kel �/ ss '•"" 74 - Dow 791,099 or GE 7700 Backbedding Silicone 1)ALL CORNERS TO USE GASKET AND/OR SEALANT. A36 Steel 36 ksl 56 ksi /'/ CONAL. , Gr.33 Steel Stud 33 ks1 45 ks1 /'/r1111111tt1' � 2)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. A.LYNP.N MILLER,P.E. E./, 58705 II 1