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HomeMy WebLinkAboutProduct Approval- Single Hung MIAMI. MIAMI-DADECOUMY / PRODUCT CONTROL,SECDON DEPARTMENTOFRBOUId . ANDF.CONOMICRESOURCFS(RF.R) I18038W2651-41temm20a BOARD AND CODE ADMINISTRATION DIVISION 1.(796)313.2590 F(786)213-2399 NOTICE OF ACCEPTANCE(NOA) )r""•"tamtaaueaa/«"""a. PG'I'Tadustdes,Imes -- ------ 1070 Technology Drive North Venice,FI,34275 SCOFF.: This NOA is being issued under the applicable riles and regulations governing the use of construction e materials,The documentation submitted has been reviewed and accepted by Miami-Dade County RLR- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority !laving Jurisdiction(AIU). This NOA shall net be valid after die expiration data stated below.The Miami-Dade County Product Control Section(in Mismi-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 manufaclmer 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. RF.R reserves the right to invoke this acceptance,if it is determined by Miami-Dade County Product Control Section dint this product or material fails to meet the requirements of the applicable building code. This product is approved as described heroin,and has been designed to comply with the Florida Building • Code,Including the High Velocity Hurricane Zone.- DESCRIPTION.Series"SIT-700"Aluminum Single Hung WIadow-I.M.1. APPROVAL.DOCUMENT:Drawing No.4040-20,titled"Alum.Single Hung Window,Impact",sheets I through I of 1 L dated 09101105,with revision F dated 05/05/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.I-,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Accepleneo number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Lrge and Small Missile Import Resistant. LABFI,ING:Each unit shall hour n permanent label with the manufacturers time or logo,city,state, modohserius,and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered rifler a renewal application bas been filed and diem has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiation date or if there has boon a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an eadorsemeal of any product,far sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section ofthis NOA shall be cause for termination and removal of NOA. ADVFRTHSEMF.AT.-The NOA number preceded by the words Miami-Dade County,Florida,and foilowed 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, INSPF.CITON: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 situ at the request of the Building Official. This NOA revises MOAN 15-0519.08 and consists of this page 1 and evidence pages E-1,E-2 and L-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perry,P.E. NOA No.16-0714.06 wu+ aoacounn ��Irzll(o Fsplrathm Daa:March26,3021 hIt�YLiJ Approval Dde:August 18.2016 Page I TG a 21 Ip• S1 -�"aN P.A. c 7 33020 FIL �, PG'6lndustries,Inc. NOT WE OF ACCEPTANCE,, EVIDENCE SUBMIT7TiD A. DRAWINGS L Menufncttner's die drawings and sections. (Snbm/ped under NOA No.05-1018.01 and 07-0322.0iq 2. Drawing No 4040-20,titled"Alum.Single Hung Window,Impact',sheets 1 through 11 of 11,dated 09101/05,with revision F dated 05115116,prepared by mannfocarrer, • signed and sealed by Anthony Lynn Millar,P,E. A. TESTS 1. Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,'1'AS 201-94 3)Cyclic Wind Pressure loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door,using:Kodispace 4SG TPS spacer system,Durascal$spacer system,Super Spacer'NXTo'spacer system and X1. Edger*+spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. Irl'L-8717, PTI-896S and FTIr8970, dated 11116115, 06/07/16 and 06102/16 respectively,all signed and scaled by Idalmis Ortega,P.B. 2. Tart reports on:1)Air Infiltration Teti,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistarnec Test,per FBC,TAS 202-94 .A)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 2411.32.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single bung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-4957,dated 10103/06,signed and scaled by Edmundo Largacspada, Y.E. (Submilled under NOA No.07.0322.06) 3. Test reports on:1)Air Infiltration Test,per FBC,T'AS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTIr4958 and FI'45063,dated 10/03/06 and 1121/06,both signed and sled by Bdmundo Largarspado,P.E. (Submilled under NOA No.07-0332.06) U WO-C.... Product Control NOA No.16-071.L06 F.pt.fi-Date:MarchM Z21 Approval Del.:A.god 18,2016 F.-1 a { PGTYodustries.lpe NOTICE OF ACCEPTANCE*EVIDENCE SUBMITTED B. TESTS(covaNuru) 4. Test reports on:I)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test ' Report No.VI L-4645,dated OVI 1105,signed and sealed by Edmundo Largaespada, P.B. (Submitted under NOA Na 07-0322.06) 5. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 • along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.F IA649 and FfL4723,dated 10/05/05 and O8/11105,both signed and sealed by Edmupdo Largacspada,P.E. (Submitted under NOA No.05-101&OI) 6. Test reports on:I)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance'1'est,per FBC,TAS 202-94 ..4)Small Missile Impact Test per FBC,'I'AS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagrum of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.YIIA947 and FTL-4650,dated 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (SubmluedunderNOA Na05-I0I&01) 7. Test reports on:.l)Uniform Static Air Pressure Test,Loading per MC TAS 202-94 ..2)Large Missile Impact Test per FDC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203.94 along with marked-up drawings and installation diagram of an aluminum single hung window,with tin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FrI.-4948 and FrL-4646,dated 08/10/05,both signed and sealed by Fdmundu Largaespada,P.E. (Submitted under NOA Ao.05-10I&OI) .Manuel Proauet Canfrol Iner NOA No.1&0714.06 Esplratlon Date:Mar626,2021 Approval Dale:August 18,2016 E-2 f i f t PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and slntchuel analysis,complying with FBC-5i1 Edition(2014),dated 05/12115,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submiaed under previous NOA No.15-0519.08) s 2. Glazing complies with AMI E1300-09 i D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). i E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No,14-0423.17 issued to Eastman Chemical Company(MA) for their"Sallez Clear and Color Glass interlayers"dated 06/19/14,expiring on 0521116. 2. Notice of Ace:ptance No.14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Dutacitc@ PVB Glass Interloyer"dated 0425/15,expiring on 171I 1/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-Sa Edition(2014),dated May 16.2015,issued by manufacturer,signed and scaled by A.Lynn Miller,P.C. (Subrnihed under previous NOA No.15-0519.08) 2. Statement letter of no financial interest,dated May 16,2015,issued by manufacturer, signed and scaled by A.Lynn Miller.P.E. (Submided anderprevinus NOA No.15-0519.08) 3. Laboratory compliance letter for Test Reports No.FTL-0957,FTL•4958 and FTI.- 5063,issued by Fenestration Testing Laboratory,Inc.,dated 10103106,signed and scaled by Edmundo Largaespade,P.E. (Subndited underNOANo.07-0322.06) 4. Luboratory compliance letter for Test Reports No.1,17.4649,FTL-4723.FTL-4947, FTL-46501 FTL-4945 and FTL4646,issued by Fenestration Testing Laboratory, Inc.,dated 09/10/05,signed and sealed by Edmundo Largaespado,P.H. (Subinilled underNOANa 0S-1018.01) 5. Proposal No.16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice ofAcceplanco No.15-0519.08,issued to PGT Industries for their Series "Sl I-700"Aluminum Single Hung Window-L.M.I.,approved on 07/09/15 and expiring on 032621. �� I'D .Irf Meahel Pe(rx,P.E Prodod CoatrolE am her NOA N.16-0714.06 Erpirauan Dale:March 26,2021 E-3 Approml Date:Angora la,2016 i GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS STANDARDS USED: • • 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) -ASFLORIDA INO CODE(FBA),61H EDITION •ANSWFBPA ID&2012 FOR WOOD CONSTRUCTION A 5116'LAMI CONSISTING OF(2)LITES OF IB'ANNEALED GLASS WITH A.C90'KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.) •ALUMGNM 0E510N MANUAL,ADN.2010 OR.090'SAFLEX•PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •AISLS10007I924070 B.5116'LAMI CONSISTING OF(1)LITE OF 118'ANNEALED GLASS AND(1)LITE OF IV HEAT STRENGTHENED GLASS WITH A A90'KURARAY BUTACITE*PVB(BY KURARAY AMERICA.INC.)OR.090'SAFLEX®PVS INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.5118'LAMI CONSISTING Of(2)LITES OF 118'HEAT STRENGTHENED GLASS WITH A .090'KURARAYBUTACITE PVB(BY KURARAYAMERICA INC.)OR.090'SAFLEX'PVS INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7116'LAMI CONSISTING OF(2)LITES OF 3118'ANNEALED GLASS WITH A.090'KURARAY BUTACITE•PVB(BY KURARAY AMERICA,INC.) OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7N6'IAAC CONSISTING OF(1)LITE OF 3118'ANNEALED GLASS AND(1)LITE OF 3118'HEAT STRENGTHENED GLASS WITH A A90'KURARAY BUTAGTE'PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP • F.7116'LAMI CONSISTING OF(2)LITES OF 31IS'HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACITE*PVB(BY KURARAY AMERICA,INC.) SHEET OR.08D'SAFLEX•PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.._......._1 G.13116'LAMI IG:(1)LITE OFo B'TEMPERED GLASS,AN AIR SPACE AND 5116'LAMA CONSISTING OF(2)LITES OF IV ANNEALED GLASS WITH A GENERA 140TE............I .080'KURARAY BUTACITE PVE(BY KURARAY AMERICA,INC.)OR.090'SAFLEX'PVS INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GLA23N DESSURES_.....2 H.13118'LAMI IG:(1)LITE OF IV TEMPERED GLASS,AN AIR SPACE AND 5116'LAMI CONSISTING OF(1)LITE OF IV ANNEALED GLASS AND(1)LITE DESIGELEVATIONS......._.......4 OF 118'HEAT STRoENGTHENED GLASS WITH A.090'KURARAY BUTACITE'PVS(BY KURARAY AMERICA,INC.) VERT.SECTIONS.............5 MA OR.090'SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS........_..5 1.13116'LAAII IG:(1)LITE OF 118-TEMPERED GLASS,AN AIR SPACE AND 5118'LA CONSISTING OF(2)LITES OF 118'HEAT STRENGTHENED GLASS WITH A.09D'KURARAY BUTACTE P�VB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST_........._........_6 J.1311S'LAMI IG:(1)LITE OF 1(8'TEMPERED GLASS,AN AIR SPACE AND 7116'LAMI CONSISTING OF(2)LITES OF 3116'ANNEALED GLASS WITH A EXTRUSIONS.................7 .D90'KURARAYBUTACITE PVB(BY KURARAYAMERICA INC.)OR.090'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) CORNER DETAIL.._._....7 K.13116'LAMI IG:(1)LITE OF 118'TEMPERED GLASS,AN AIRSPACE AND 711V LAMI CONSISTING OF(1)LITE OF 3118'ANNEALED GLASS AND(1)LITE ANCHORAGE...____8-11 OF 3h8'HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACTT&PVB(BY KURARAY AMERICA,INC.) OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L 13116-LAM IG:(1)LITE OF 11W TEMPERED GLASS,AN AIR SPACE AND 711V LAMI CONSISTING OF(2)LITES OF 3H6'HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACITE PVB(BY KURARAY AMERICA.INC.)OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) AL IWIII"LAMI IG:(1)LITE OF 118*ANNEALED GLASS,AN AIR SPACE AND 5118'LAMI CONSISTING OF(2)LITES OF IV ANNEALED GLASS WITH A .09W KURARAY BUTACITE•PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX*PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS:'OX'(111,VIEW AND RADIUS TOP,ALL Wl LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6 THROUGH 11 FOR ANCHORAGE DETAILS. NIODIICTREVISED S.SHUTTERS ARE NOT REQUIRED. smpstoprlWlh FMida enu0•a Coen 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. n ayAmm 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,F71-4648,FTL,4649,F114850,FTL-0851,FTL-0723,FiLd957,FTL4058 AND FTL-15M. M Y �p2 ANSVAFBPANO11 Dal S FOR WOOD CONSTRUCTION AS- PmaclCawrd! �) ALUMINUM DESIGN MANUAL I 8.SERIESIMODFL DESIGNATION SH700,ALSO REFERRED TO AS SH701. 9.THIS PRODUCT RAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). :�.�,.,�:; . 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVRZASOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. m o5avl4 F ADDED SPACERS rosxEErz ,Am reawaOC oarrvE GENERAL NOTES N VENIC¢,FL3121s P - ALUM,SINGLE HUNG WINDOW IMPACT '��'' NoxnmS,Rsmi 17 B.- a.tir A.LYNN)JIlL P.E. FX M J.J. 7/1397 shoo NTS ! r f 1 404040 F FL P.E.X 6870.5 Past# Description malerlal ' 1 1 71 Kammeding 4SG TPS Spacer System 72 Ousnex SuperSpaeernXrvAtn Hot Melt Butyl See this Sheet for If f 73 oaanex Duraseal Spacer Materials 41 12"NOM. 44 12'NOM. 74 CwdlnnIXEd Swoer GLASSBrTE GLASS BITE 11 t5FEREf Ce TESTHE 2H7,_IiIisgro 70 37 70 37 ,nl•ANNEALED OR HEAT STRENGTHENED GLASS 3flir ANNEALED OR HEAT STRENGTHENED GLASS _ 090 PVB INTERLAYER 090 PVS INTERLAYER ' 1/8'ANNEALED OR HEAT STRENGTHENED GLASS 3118•APL'JEALED OR HEAT STRENGTHENED GLASS SNB'NOM. 7I15'LAMINATED 5/16 LAMINATED GLASS 80,81 or 82 7116"LAMINATED GLASS 83,84 or 85 NOTE: P 71-74 71-74 G]EXTALLS INTERIOR LAMI10AYBE ARD LAMI MAYBE 1 1 (ALL SECTIONS) UPGRADED TO 3116' WITH NO CHANGE IN DESIGN PRESSURE. KURARAV BUTACITE lr2l NOM. 12•NOR PVB INTERLAYER 46 GLASS BITE 46 70 GLASS SITE or SAFLEk PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 70 38 118•ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS .090 PUB INTERLAYER .M PVB INTERLAYER 1AL'ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS SI1B'LAMINATED 7/16'LAMINATED AIR SPACE AIRSPACE 1/8-ANNEALED OR TEMPERED GLASS 118'TEMPERED GLASS 13/IB'NOM. 13116'NOM. 13116"LAMI IG GLASS W/6116"LAMI 88,87,88 or 92 13/16-LAMI IG GLASS W/7/16'LAMI 89,90 or 91 PNODUCrREVISFD ALUMINUM mcl:mlaPFa..Iu,ng Pivid� SILICONE STRUCTURAL HOTJAELT BUM *REINFOMRCEMENT FGLYL56 DESICCANT FaLAREASILICONE BUTYLENE WIVNOMSTRUCTURAL —3/1e'NOM, - SEAL1M•NOM. FOAM Y61THPOLYI ESICCANT yv� BROLL-FORMED SILICONESH1T11 DESICCANT DESICCANT DESICSTAINLESS STEELFEM.GI/SS- EM.GLA53 EXTGL4SEM.GLASS MT.GLASS INT.GLASSASS OR.GLA.58 '':•'I,:`�•',: ,': O KODISPACE is SUPER 0.DURASEAL® a XL EDGE" 4SG TPS SPACER®N)cr SPACER SPACER %'I`•�6 ly�l6 .R aswAle vADDmaPArtxa ,oroTrawaoormwE GLAZING DETAILS ":''•.,r.,::�;�. ` N.VENICE,R WTS �i .... .• :�., P ALUM.SINGLEHUNG IMNDOW IMPACT P.O.BI)%16ID j1,. xacowB,Rwri V�b1jg w".s n.+.r A.LVNtf J+�II.LER,PP. FJC YMRS J1 T/LS47 SN7W F1d1 7 +ff 10(D•?<1 F FL RE.d 58705 III FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS ' WINDOW HFJGNi "Ol WIDTH GLASS TYPE 67" Sr 86" TO` 7T 74' 78" MEETING RAIL 1" AS,M +80.0 .0.0 +60.0 -80.0 +80.0 .80.0 +80.0 -M.0 +80.0 -80.0 +80.0 -80.0 +80.0 .60.0 HT. 60" A,B,M 480.0 .80.0 +80.0 .80.0 48D.0 -80.0 +80.0 •80.0 +80.0 -80.0 +80.2 -80.0 +79.0 -79.0 6T A.B,M +80.0 -60.0 480.0 .80.0 +80.0 -80.0 480.0 •80.0 +76.8 -78.8 +77.3 -77,3 +76.9 -75.9 S I H 531Po' A,B,M +80.0 -80.0 +80.0 -80.0 +70.8 •78.6 +78.2 -78.2 +78.8 -78.9 +76.1 -78.4 +74.0 74.0 _!1. l'UPTO531talC,D.E,F,O,KI,J,K,L +80.0 -80.0 +80.0 430.0 +80,0 -80.0 +60.0 430.0 a80.0 -80.0 +80.0 -80.0 +80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2. -- BASED ON FLANGED WINDOW TIP-TO TIP FRAME DIMENSIONS WINDOW HEIGHT 'a' WIDTH GLASS TYPE 38318" 1 44• 1 so SW I Sr 72' 1 74' 1 T6" 16" A.B,M +80.0 •80.0 +80.0 •80.0 +80.0 -SD.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70,0 .70.0 HT. MEETING RAIL T7 + 60 A,B,M s80.D �0.0 +80.0 -80.0 +80.0 •80.0 +70.9 -79.2 +70.0 -70.D +70.0 -70.0 +70.0 -70.0 I •x• v Sp$H 62' A,B,M +80.0 410.0 +80.0 -90.1) +80.0 4)0.0 +76.8 -78.8 +70.0 70.0 +68.8 -BB.B +67.6 4q.B L 1 W 1Po" AB.M +80.0 •60,0 +80.0 4i0.0 +B0.0 -60.0 +76.0 1 UP T063/Po -71.00 +08.0 -61.0 +8.7 -68.7 +65.6 +80.0 0 70,0 +70.0 -70.0C,D.E.F,G,H,I,J,K,L +00.0 -800 +80.0 A 70 4X5.8 CUSTOM VIEW R RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. � BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS w HT WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW NT.W/SASH a 76"FLANGED AND 76"INTEGRAL FIN) MINUS WIDTH GLASSTYPE 171Po" 2211118" I 28311V 333/4" 1 388116' 1 4413118" Po"603 6616116" .p• SASH 63 lIr I D,E,F,J,KL +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 •70.0 +70.0 -70.0 +70.0 -70.0 ♦70.11 •70.0 HT i MEETING RAIL T1I GLASS TYPES: TEST REPORTS TABLE4. /'X q�H A.6116'LAM]-118"A,.090,11WA F1L�647,460,4723,4957 - - 1 B.5/16-LAM[•i16"A,.D90,1/8"HS) FTW647,4846 C.511W LAMI-118'HS..090,1/8"HS FTL4647 4648 D.7116-LAMI-3118-A,.D90,3/18'A FTL46/5,4885 E.7/16-LAMI-3/1(rA..000,3/16-HS) FTLd845 F.7/16-LAMI- 10'HS,.090,3118'HS FTLi815 �1t000LTRBVLSGp �^m>Sw+4,orFI , G.13116'LAMI Kl-1/8'T,AIR SPACE,8116'LAMI-118'A,.090,1Po'A FTL-4B48,4723 d'41i� kxN"1Ca•O 14 M.1311B'LAMI IG-1!8"T,AIR SPACE,5118'LAMI-(1/B"A,.080,1/B'HS) FTL4848 I I L 1311W LAMI K9-118'T.AIRSPACE,5/18'LAMI-1/B'HS.090,118'HS FTL4045 ply Ly9M J.13116'LAMI IS-1/8'T,AIR SPACE.7/16-LAM]- 10'A,.090,3118'A FTL-4640,4650 Mlmn] .,t Rm�„ap K.13/18'LAM]]G-1/e'T,AIR SPACE.7118'LAMI•(3110"A.090,3118'HSI FTL4849,4650,4058 L 1311G'LAMI ID-1/6'T.AIR SPACE.7116-LAMI-3116-IIS..090,3118-HS FT1.4649,4650 M.13/18"LAMI KT-1/8"A AIR SPACE.5116'LAMI-1/8'A.090,1/6"A FTL-5N3 NOTES:1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+04.0 PSF OR LOWER AS SHOWN IN THE TABLES.NEGATIVEDESIGN PRESSURES ARE UNEFFECTEO. 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1'FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5l8"MINIMUM TO 3W MAXIMUM. ., 4.GLASS TYPES C,G.H.AND I MAY BE USED IN SASH ONLY c..a. lomieoaaooro8rve DESIGN PRESSURES :..,'':.'.';':,i`!i••;-.`.. P.o.9ox1® ALUM.SINGLE HUNG WINDOW IMPACT ••�;.''': xolwnns,naarl y,,lyy.7L,1ur ...r r e..a�a ALYNN Wa,R.P.E. FA Wm Mt 6NAA7 NTS 3 +11 4040,20 F FL P.E.1158705 631IB'MAUL FLANGED WIDTH 521I6'MAX.I.F.WIDTH MAX ' �49 SILO(A FIXED O C— DLO(ALL) --I 76-1 MAX. 76' 75' SEE I.F. A A IF. )ax I.F. Tqg� 0 j p J MEI SEE O HEIGHTTABLE O'GLO C HE[;HT 76'MAX. / 76'L / 76' FLANGED _ FLANGED � FLANGED s ;4,. HEI HT sy-=-�-�-- HE HT """"�� HEISEEDLO —Iir- MAX T TABLE SASH SEE DLO /.l SEE DLO /� 8EE (�') HEI I1T TABLE X �/ NO 4 TABLE x //� NO E4_rMAX.DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH). 1/1 6 E� 76' 76' . � _.�..._. I .. I,F. LF. S ) HEI HT E� HEI SEE DLO TABLE D j SEE DLO TABLE ' O 76'MAX. 76'MAX. FLANGED FLANGED L ]HT ]HT �� � PRODULTRumm ol SEE DLO TABLE Xlm% I SASH SEE DLO TABLE 'X j� SASH nwl �0- __z HEIGHT HEIGHT I."OP'n _.. .._. __ n tL B 61tavl rat DETAIL D DETAIL E V VIEW LCUSTOM SASH) RADIUS TOP(CUSTOM SASH) NOTES: 1.SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. •••`t"'� �' ' 2.SEES 7 FOR CORNER DETAIL VIEWS. 3.SEE SHEETS 6 THROUGH 11 FOR ANCHORAGE INFORMATION. ' •"" 4•SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS e 6 C)ARE BASED ON A THREE OVER TWO FORMAT. ' 14ro iEcxxaoav ORrvE ELEVATIONS I x.vExxs.�taare :;'`:•:.i�.rliti-, �� .• Po�x t„s WOE ALUM.SINGLE HUNG WINDOW,IMPACT , N01(DYL9,rLavr� y416(p yp�y, ..n.e ALYQMIVLER.P.E. FX m1AG Jl7 SItmP NTS 4 -TIT 40l0.20 F FL P.E.!56705 I 2.784-1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS.(1)S'FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED 1 INSIDE INSIDE MAX.VENT DAYLIGHT OPENING BASED SASH WEIGHT — 31 g,10,11.15,18 MAX. + 1 d° + 2-71D• FIXED 7,B OR 17 LITELI DAYLIGHT 25 OPENING IL OUTSIDE 25 MAX FIXED LITE DAYLIGHT OPENING —� MAX.WIDTH SECTION A-A 6 23 oUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 47 H 50 M I X. HEIGHT 21 2. I HIGH I OUTSIDE I SI I SI MAX VENT ag 48 DAYLIGHT IGH H SILL LOW SILL HEAD OUTSIDE OPENING 6B 710 I.F.FRAME 28 53 II rnunucrrssvrsFn aw+l°e mm a.n«b4 OUTSIDE uunIro,C.4.I -p AhgIL.Da1 G 14.Of_I - C pimr e VD'L 53 6 u�i zaao' 2048• a+�,l IhaM1 52 (LOW SILL) (HIGH SILL) 63 SEE NOTE ABOVE 54 6467 3 30 ULTRALIFr gg 12 ONLY ULTRALIFT 12 ONLY SECTION C-C SECTION B-B RADIUS TOP - (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) ; _ Iylr6. SECTIONS :,,,;,e.•,.,:' 1W07EO,MOLOOYORNE v.o.,oxl� ALUM.SINGLE HUNG WINDOW IMPACT NONON5.111 4 °ir'•"^ ALYNN MILLER,P.E. FJL wims J.J. 8N700 HBI/ S r it 4090+20 F FL P,E.M 6870E am DINGO DESCRIPTION PGTO 1TFJ5 DWGO Pam PO 1 4002A FLANGE FRAIW=HEAD 612225 60 1635 SCREEN SPLINE-.135 CIA HARD 61635K 2 1165 NB X7.000 QUAD PN.SA13 781 PQA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAIJE SILL LOW SILL 012228 63 605 GLAZING CHANNEL.888 X.500 0533402 5 1620 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 08 X 1,000 PH.BUGLE TEK 708X7 8 4D04 FLANGE FRMIE JAMN 612227 67 GLAZING TAPE,1116 X M-7/16 LAM 628V1510 7 4025 SASH STOP 612244 69 4051A SASH BOTTDMRAIL(HIGH SILL) 84051 6 4026 SASH STOP EGRESS 1.125 LONG 612244 69 4050A FLANGE FRAME SILL HIGH SILL 64050 9 4029 SPIRAL BALANCE,317,518•,OR 11116- 70 SILICONE,DOW 899,995 OR EON. 10 1080 IBALANCE COVER,318.OR 518" 6BALCW916 BO A GLASS,5116'LAM,1R A.O90 PVB.118' 11 08X.760PH.PN.SMS 7834AA 81 B.GLASS,6/1VLAM,1/8'A.090 PVB,1/8'H9 12 BALANCE BOTTOM BRACKET 7BA-TBKT 82 C.GLASS,6116-LAM,(1/8-HS-090 PVB,115'HS ' 13 108SM086 SASH TOP GUIDE 42504 83 D.GLASS,7116'LAM,(1/8 A.090 PVB.IIWA) 16 - 08 X 1 PHILLIPS FLAT HEAD S.STL 78XIFPAX 84 E.GLASS,M6-LAM,11VA,000 PVB•1l8'HS) 16 1080.1 BALANCE COVER.11/16- SBALCVR670 85 F,GLASS•7/16'LAM,(1/8'HS..090 PVB,11B'HS 17 4053 SASH STOP COVER 84053 86 G.GLASS,IM 6'LAND 10;118MAIR SPACE,6116'LAM.11M.090 PVB,i/r 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13118'LAA01G;118'T,AIR SPACE,6118'LAW.118'A.090 PV8,118"HB 19 08.32 X 12'I.Q.PH.FH.TYPE F S.STL 7832Xl2FPFX 88 It.GLASS,13/16'LA I IG;118'T.AR SPACE,5116-LALO,118'HS.090 PVB,1I8-HS 21 4064C FLIED METING RAIL 64054C 89 J.GLASS,13116'LAM IG;118'T.AIRSPACE,7/16'LAM, /18 A.090 PVB,3116-A) 23 4006C ISASH TOP RAIL 84006 90 K.OL/SS.11,V LAM IG;1A8'T,AIR SPACE,M(I'LAVA, 118'A.090 PV8.3M6'HS) 25 1235 WSTP.,.170 X 270 BACK,FIN SEAL 67SISG .1 L.GLASS.13H6'LAM IS;I/B'T,AIR SPACE,7116"LAM,3M6'HS.000 PVS 3/16'H6 26 1086 SWEEP LATCH 71090 92 MGLAS8,13R8"LAMIO;UB'AARSPACE.S,"S-LAM,IM-A,090 PVB,IA 27 1DI6 08 X.825 PH.FL.SMS 7058 28 40D7 SASH BOTTOM RAIL LOWSILL 612230 30 1226 WGTP..BULB YMYL STP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3132"X2bB4'%1' 71622K 1' 3.55 36 1062 LA4W IG SETTING BLOCK i'X3/4'X 1/16' 71052K 37 1224 VINYL GLAZ BEAD BULB IC OTP247WK •02 38 1225 VINYL GLAZ BEAD BULB(THIN) STP248K 41 4039B GLAZING BEAD,6/16 LAM GLASS. 64039B QT FRAME,I.F.HEAD 42 4044B GLAZING BEAD,5116 LAV1 VWGRILL KIT 644703 04071A.6063-TO 44 4222A GLA7ONGBEAD,7116-LAu 64222 OFRAME,I.F.LOW SILL 45 905C GLAZING BEAD,7/16'LAM VIBGRILL KIT 6985 Q$ 46 4087 GLAZNG BEAD,1311W LAM I.G. 04087 04072A,8083-TB 2'47 4071A FRME,LF.HD 64071 EA 1•RDUUITfIGN5Gi1 48 4072A FRME.I.F.LOWSILL 54072 w�mMNio0 a8bh RwNn 49 4073A FRAME,I.F.HIGH SILL 84073 2,374 nu'6: co'* (� 50 4074B FRAW3,I.F.JARS 64074 It. m O IA OAZDZI 52 4009 SILL LATCH(EGRESS) OWSILL 764009 .052 NOMDy 53 1088 SPRING SILL LATCH(EGRESS) 7SPRNG THICKNESS 4 71 Moe4 eftaw rat/ 64 2740 SILL LATCH EGRESS (HIGH SILL) 62740 2.I 56 1014 SCREEN FRALE OR.BVER. 61014 I ENO - 58 1630 SCREEN CORNER KEYIMRINGS 71030 IL THICKNESS 57 1831 SCREEN CORNER KEYWOUT RIN0.S 71631 r: 56 1073 SCREEN SPRING 7CASP • °. 59 1624 SCREEN SPLINE-.135DLAFOAF 81B24K &RAME,I.F.JAMB FRAM_ HIGH SILL 94074B,6063.76 v p4073A 8083-T6 (USED AS RADIUS TOP HEAD) 6 IomT¢au+ao0r0nrvE®�.�7� PARTS L/ST 1_��'�= ALUM.SINGLE HUNG WINDOW IMPACT _ ""i ; PA.BQ%14tB n..4w ALYIVNANIL'LER,P.E. qy nOKOW9.FLJeti� VLel6y Bette FX O'OD5 51 �7 HNAW NTS 6 r 11 SOLO-ZO F FL P.EA 60705 I .FRAME SEALANT ALONG ENTIRE JOINT 1 Of 47 (I�I,F.FRAME 2 (�---2.T84—�I .062 �I (I 2.530 2 _p --- ° L —1I6 or 50FLANGE FRAME HEAD O84002A,6063-T8 (�—z.784—+I i . O FLANGE FRAME SILL(LOM WEIR 1.748 3 94003C,6063•TO I 6 Of 5D ALONG SCREW 1 SEALANT OR GASKET BOSS(2) 2.710 .062 1 1-1.613-H ,738 AT HEAD AND SILL 082 040 I �— 1.as1—IT VIEW D-D VIEW E-E (111&VIEW HEAD 8 SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) T O SASH STOP O SASH STOP COVER FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB 7 paoz5,e063 T6 17 #4053,eoe3 T6 — — — — 84004,8083-T6 (USED AS RADIUS TOP HEAD) -� 1,165 -+{ 1.342 2.328�I 1.096���1� I�2z79� .os2'• 9 41 GLAZING BEAD,5/16" 64W913,6063•T5 1.W9 .062 1u 1.707 O SASH SIDE RAIL .p62 ���rtrtrtsss��� 31 04WIL 006375 21 FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) #4054A,SW3HD-T6® #4006C,608;1HS-T6 N4007,6003-T6 ,0� F'�, .678 050 1.096 -T rn0nuae9vLcm .67e 42 GLAZING BEAD,5/16" 4�76g v;m n.RorLh 94U44B,6063•T5 i)oildvg Codo laze --� AacMwmFb IG•D 14 0l 1.096�.•--I (USED W1 GRILL KIT) Pr",062" 1L 3A46 2.946 44 GLAZING 212,6063-D 7/16" n Do, lcom d 2.11 663 — .052 L .050-+ .878 �I�1.D97 I 1 46 GLAZING BEAD,13N8'IG -777 F^2.784--I 1.11s-�-�I' O 04067.6003-T5 69 FLANGE FRAME SILL(HIGH) 68 SASH BOTTOM RAIL(HIGH) 45 GLAZING BEAD,7/16" M4050A.6083-T6 94051A,6063•T5 9985C,6W3-T6 (USED WI GRILL KIT) 1r10 TEQWOLOQYORrvE� EXTRUSIONS B FRAME CORNER DETAIL •,•'.•'. r':�:::: .'>'` N.VEHI�.RJlzle :'�•� +:.it.I. ��� P,, „m ALUM.SINGLE HUNG(MNDO�W,IMPACT a LrNw'/TILLER P.E. NDKWL9,fL MIA FX mfaf JJ z"iiJ'm7 VvtNi Bean exmr HaII 7 "ii 404020 F FL P.E.858705 ANCHOR QUANTITIES FOR III FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1.ANCHOR TYPES:I.1/4'ELCO TAPCONS SUBSTRATE 28.603 34.603 40.603 48.603 52.603 58.603 64.GM 76.000 3.012 SCREWS CRETE-FLEX ANCHOR TYPE: m p z imp z z q zzm pz z m p z z m 11 z z m p z z m p Z Z 2.ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS NON O`O NONO�ONO�ONpO O'O NO N O'ONON O ONONO�O NO O�O FOLLOWIING DIMENSIONS. WIDTH TYPE 9$ V U U UU U $ U U U O V U U U U U HEAD-1611r MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 7 1 i 1 1 1 1 JAMBS-17 VA MAX.FROM TOP CORNERS _ iS MAX.FROM BOTTOM CORNERS 19.125 H,I,J,KL 1 2 1;1 1111 1 2 Ili 112 2 2 1 2 2 2 2 2 212 2 2 212 2 2 2 2 2 2 2`2 2 2 212 2 2 2 2 213 212 3 3 V MAX.BELOW MTG.RAIL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED 1I2 1 1 1 1 1 2 1 1 112 2112 112 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 212 2I2 2I2 212 212 2 3 2 2 3j 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR ' C,D,E,F,O, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 24.000 KI,J,K,L 12111i21;2112112221222222222212222223222122322213332l233 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.TABLE WIDTH ANDS.HEIGHT NTE DIMENSION ARE FOR AB,M ..- - - - - --- � - - FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS 112 1 1 1 2 1`2 112 1 2 2 2 1 2 212.212 2 2 2 2 2 2 2121212 2 3 2 2 2I2 2�3 2 2 2 3 3�3 2I2 3 3 ARE 1'LE99. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 1 2 1 1 1 - - - 6.DESIGN PRESSURE LIMITATIONS: 32000 H,LJ,KL 1 2 112 212 2 3 1 2 2 2 2 3 112 2 3 2 3 2 2 2 3 2 3 2 2 2 3 1123 2112.313 3 4 31121 3i3 3 4 313 4 4 SIZE BLOCKS OF THE ADJACENT TABLE NTH 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE AB,M j121i22I2231I2222!31 223232I22323222333223331323I334334q MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OFANCHDRS SHOWN IN BOLD.OTHERWISE,THE C,D,E,F,G, 1 1 1 1 1 / 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN KLJ,KL plp 7 222231 22I32322232322232323233423333433314353344 REESPPETICIVESSURE 9� �•� 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS A,B,M 2I2 7l2 2Ii Y 3 112 213 2I3 2I2 2I3 2 3 212.2 I3 2 3 2I3 2 3 3 4 2 3 313 3 4 3 3 3I4 3 6 3 3 4 4 AVAILABLE. PSF 78 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.OD0 H,LJ,K,L 2 2 1121212 213 2 2 213 2J3 2 2 213 2I3 2 3 2(3 214 213 313 3 4 2 3 3 4 315 3 3 314 41 5 3.314.4 AB,M 2 z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1I2 2:2 2i3 212 2!3 2 3 2I2 2I3 2.3 2 3 2i3 2i4 213 3 3 3 4 2 3 3 4 3 5 3�3 3 4 41513 3 4I4 rC.D,E 79 TABLE KEY: 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.OD0222221223222132I3223324213333423333423343533344I53446 (DPITEMD!8F raonunleevlsen 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 mo,enplTiaBwi�um FlulJa 2 2 2I2 2!2 2I3 2;2 2;3 2 3 2I2 3i3 2 4 2I3 313 3 4 2I3 3 3 3I4 2 3 3 4 3 5 3 3 3�4 415 3 4 4I5 HEAD Eli— 1 wc�l � PSF 79 79 JAMB ABOVE 2 3 ��, MTG.RAIL C,D,E,F,G, 2 2 2 2 2 2 2 2 ..2.. 2 2 2 2 2, 2 2J3314 3 2 2 3 2 2 ,IAMB BELOW f 48.OD0 KkJ,KL z 2 2'2 2 2 2 3 2!2 2 3 3 4 2l 3 3 3 3 4 2I 3 3 4 3 4 213 3 4 315 3 6 3 3 416 416 314 515 MTG.RAIL ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 b 2 2 212 2 2 2 3 2I2 2I3 3114 2I3 3 3 3I4 2i3 3 4 3 4 2 3 3 4 315 3I5 3 3 415 418 314 515 (FU1.pP) ,,, •,,; PSF 72 79 78 HEAD 2 �,��•.;:t:•. C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 3 .. 53.125 H,LJ,KL 2 2 2;2 2 2 2 3 2 2 213 314 213 314.314 2i3 314 314 313 314 316 313 414 416 3 4 416 4j6]il�4 j4 5 6 MRG.RAIL ' 2 2 _2_ _2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOW qB,M 222222232i22.33I42;3343142i33i4 314 313 314 3 5 3 3 4 IS IMTG.RAIL �' 6111116 I 4 334'6 - 4;8 4�6 ' ,oro nanwooronne� 1� ANCHORAGE SPACING,1/1 WINDOWS ..'.: �:� ..•; '� ALUM.SINGLE HUNG WINDOW IMPACT raaca as,riwr� VAtbh Bnre. ••+r r o..rr ALY I't111L1tlR P.E. F--Ex 76w I—J-571 7 W7 1 1 N73 I e a 11 4040,20 F FL P.E 068705 i ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: WINDOW HEIGHT 1.ANCHOR TYPES:1-114'ELCO TAPCONS • 2.114'ELCO SS4 CRETE-FLEX ' SUBSTRATE4VE 29.655 37.155 44.655 52.155 59.655 67.155 74.855 76.000 3-912 SCREWS ANCHOR TY0Z Z n 0g Z Z n 0ZZn0ZZ OZZcQ ZZm 0ZZ r+O2Z2-ANCHOR LOCATIONS ARE BA4E0 ON THE WDTO}1W QNU�U N?NV'UN NV'U N�NU�UN^N U'Ury§"1 U'oq 1z zCIQN0 0 HE FOLLOWING DIMENSIOM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 is 1 1 JAMBS-17 IW MAX.FROM TOP CORNERS H,I,J,K,L 1 111111 2221 222221 22222222 2122221222212223222312322232 8'MAX.gELOri5"MAX FROM 00TTO�M ACIX2tJER5 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED A,B,M 1 1 1 1 1 1 2 2 2 1 212 2 2 211 2 2 2 2 2 2 2 2 2 2 2 2 212 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 PSF 78 3.INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2• , 24.DDO H,I,J.K,L 1 1 ill 1 1 2 2 1 1 2 2 2 2 2112 2112 2 2 212 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS 111111 2211 2,12222222222I222222 12323122232322232322232 ARE 1'LESS. PSF + C.D,E,F.D. 1B 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 _7 1 1 S SQE(BLOCKS OF THE(ADJACENT TABLE WITH A 32.000 H,LJ,K,L 1 1 1 1 1 1 2 2 2 2 2 2 213 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 32 4 3 4 3 3 2 4 3 BOLD ITALICIZED VALUE ABOVE THEM.INDICATEA 9 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M 1 1 111 1 1 2212 2 2 2 2 211312112 2112 3 3 2 2 3 3 31313121313 313 212 3 3 4I 3 3 2 4 3 4 3 312 4 3 MAXIMUM DESIGN OF ANCHORS SHOWN IN BOLD.OTHERYASE,THE PSF 59 97 79 PRESSURE FOR THE C,O,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 ]43 1 2 2.„_1 2 RESPECTIVE SIZE 37.000 KIAK,L 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3i 3 3 2 3 3 3 2 4 3 414 3 2 4 3AVAILABLE•GLASS TYPE IS A.B,M 1211 2 1 2 2 1 2 2 1 2 2 1 21 2 2 1 211112222222I32�223332233333343313323332434I43243 PSF 54 79 62 79 C,D,E,F,G,_2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,LJ,K,L 1 1 1 1 1 1 2 2 2 2 212 213 212 3 3 313 2 2 313 413 313 413 3131313 41314 14 3 3 413 414 313 513 A.B,M2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1_Ti 1 1 1 1 2 2 2 2 22 2I3 2 2 313 3 3 2 2 3I3 4I3 3i3 4;3 3 3 1313 413 414 3 3 413 414 319 5 3 TABLE KEY: PSF 49 79 SB 79 1 79 A14X.PSF C,D,E.F,O, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ; µ,ppp H,LJ,K,L 1 1 1 7 1 1 2 2 2 2 2 2 9 3 212 3 3 3 4 2131313 41413121 4I3 4 4 3 3 413 4 4 3 3 4 3 414 3 3 5 4 (DP LIMITED) 137 �m°°� „Ih 0.Flmlm AA N 2 2 2 2_ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AUI��m I O 14:Gb 'I 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 313 314 2 3 3 3 4 4 3 3 413 4 4 3 3 4'3 414 3 3 4�3 4I4 3I3 5 4 JANBABOVE 3 3 r ., our W21 PSF 45 74 51 74 79 79 WG.RAG. T D.E.F.G. JAMS BELOW °j— ,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 MI; ar'°a t 2 gg,ppp H,LJ,K,L 11 1 j 12Y22'22�9223334333344334I444394144144354444I354C'' ' A,B,M 2 2 2 2 2 2 2 2 1 2 ,2 2 2 3 2 2 2 2 2 3 2 2 3 2 2DP1 1 1 1 1 1 7 2 2 2 2 2 2 3 3 2�2 3 3 3 4 3�3 3 3 4 4 3 3 414 4 4 3 3 414 4 4 4 3 5 4 4 4 4 3 5 4 r&B, 11 B7 49 B7 75 79 HEAD 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2[4;414!413131�1141 3 3 2 3 3 2 3 3 2 3 JAABOVE 212 63.125 �j 711 j Y221222933333443134144j4313144'43134451543545154354 MC''�2 2 2 2 2 2 3 2 2 3 2 3 3 23 3 2 2 3 2 3 3 2 3 JAb6 BELOW MTG.RAIL 1 1 1 1 1 1 2 2 P12 2 2 3 3 3 3 33 4I4.313 4I4 4i4 3 3 5 4 4 3 5 4 5 4 4;3 5 4 - y�b lororeortmwmowvE ANCHORAGE SPACING STANDARD VIEW - 1 1"c;T ALUM.SINGLE HUNG WINDOW,IMPACT WWOWs,RW4 V41*8eae. �+� A.-LYNN MILLER,P.E., FX 7/!B°5 J.J. YJ3'D7 y/n4 NTS 8 +11 4O4p-20 F FL P.E.ti SS 705 1 ti ANCHOR QUANTITIES ABOVE MEETING RAIL HEADS JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: . WIDOW FEIGHf MNLIS SASH HEIGHT FROMTABLE& 1.ANCHOR TYPES:1-V4•ELCO TAPCONS SUBSTRATE: 17.125 22668 20211 1 33.754 39288 44.839 1 50.382 55.925 2-1l4'ELCO SSa CRETE-FLEX ANCHORTYPE: O (31 U O U U O U U 0 U U 0 U U pO U U O U U 0 U U OCA3-612SCREWS WNIDOW GLAS$N Q�O�U N'q 0�1 p�0'-OZ.N 8 N 0`-O�•i Q N O���Q N z 00 5 N O 0 ry ZO�0 z.DIMEENSIONSS:noNS ARE 6lSEo ON THE FouoWllNo WIDTH TYPE 5 U O 3 U 0 3 U o 3 U U 5 U 5 U 5 U U 3 0 U HEAD-1812'MAX.FROM CORNERS 19.125 D,E,F,J, 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 11r MAX.FROM TOP CORNERS K,L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 111/Y MAX ABOVE THE MEETING RAIL �•� D,E,F,J, i 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / 1 1 1 1 1 e'MAK BELOW MTG.RAIL _ _ _ _ .._ .._.. 16'MAK FROM BOTTOM OORNERS K,L1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED .� D.E.F.J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3,DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 6 3 6 DIMENSIONALCRITENDOWS RIATABLES 7E 2.US8.TABLE USING HE OR PSF 79 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 D,E,F,J, 1 1 1 2 1 z^ 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L 1 1 1 2 2 2 3 2 3 3 9 4 3 3 3 4 3 4 4 4 6 5 q 5 WINDOWS ARE 12618'MIN.TO 3W MAIL P8 79 79 79 79 6,TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 1.LESS. K,L 1 1 -"1 2 P 2 3 3 3 4 3 4 4 3 4 4 3 6 4 4 6 6 4 8 6.DESIGN PRESSURE LIMITATIONS: PSF 79 78 79 77 79 79 79 'SITE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44.000 D,E,F„I, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS 2 2 2 3 3 9 4 4 1 4 3 5 4 3 5 6 4 6 6 4 6 6HOWN IN BOLD.OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 76 PRESSUREFORTHE 4&000 D,E,F,J, 2 2 2 2 _2_ 2 _2_ 2 _2_ 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 RESPECTIVE SIZE AND _. .6 _ GLASS TYPE IS X,L -1--1 1 2 7 .2 9- 3 3 4 4 4 6 4 5 6 4 B 5 4 6 6 5 6 AVAILABLE. PS 71 79 B3 71 7B 84 74 66 77 69 09 TABLE 7.KEY: 63126 D,E.F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 MAX PSF —1 —2- 2 2 9 3 3 4 4 / 6 4 6 6 5 B 6 6 7 8 5 7 (DP LRUATED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE& JAMB ABOVE 2 SASH HEIGHT MTG.RAIL SUBSTRATE. 12778 15.778 18.778 21.776 24.778 27.778 I 30,778 31.106 ��8 ANCHOR OTPE.NNN " 'aN HEAD N$^ NN '$Ng�$'$N $_$� �$-TH JANBABovs a P80nucresvLsm 19125 t 1 1 2 1 2 2 1 2 z 2 2 2 z 2 •2 2 2 2 z 2 2 2 2 MTG.RAIL ;drwFw$NIIs FWlda udamaca� 24.000 2 1 1 2 1 2 2 2 2 2 2 z 2 2 2 2 2 2 3 2 2 3 2 2 Aaepfmmfbl(o•O 1 OC21 37000 2 1 2 2 2 2 3 2 2 3 2 9 3 2 3 3 2 3 4 2 3 4 z 3 r ya nm Ones[ �2Q0 37.000 TABLE 8.KEY: n.a „a 2 1 2 79 2 2 2 3 2 3 3 f23 3 3 3 3. 3 3 1 3 3 4 3 4 40.000 74 MWiX PSF 2' 2 2 2 2 2 3 2 3 3 3 3 3 4 3 3 4 3 4 4 3 4 (OP LIMED) 112 N 78 JAMB BELOW 2 �'� 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 6 3 4 MTG.RAIL 48.000 63 72 79 . 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 1 5 3 1 (FULL DPI 53.125 73 58 66 72 - JAMB BELOW 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 MTG.RAIL 6 MI6 IOiCIECIWOLOUY 0NIVE ANCHORAGE SPACING CUSTOM VIEW ..I;`., ..•> F o,DQX I1A ALUM.SINGLE HUNG WINDOW IMPACT _ y� NOKOa.Ra 4 V4IWry Oenn. 7- A.LYNWMILLER,P.E. FX 7/d7Qf JJ. 7/1307 SI000 Nf$ 10 r 11 4NO-20 F FL P.E.I 58705 EXTERIOR INTERIOR NOTES: TAL E AND SILL DETAI WOOD ANCHOR 1.FOR CONCRETE APPLICATIONS IN~-DADE COUNTY,USE ONLY MIAMI-0ADE COUNTY 1 • (SEE NOTE 2 8 3) APPROVED 114'ELCO TAPCONS OR 1/4'SS4 CRETE-FLEX.MINIMUM DISTANCE FROM 1.3/4'MIN.EDGE CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1314". (SEE NOTE 1 5 3) 2.WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE 012 STEEL SCREWS(GS)OR (SEE NOTE 4) 1'MIN.EDGE 114'SS4 CRETE-FLEX 3.35 KSI MIN. 3.FLATHEAD ANCHORS,WHERE REQUIRED,MUST HAVE 012 TRIMFIT HEADS, •. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE CONCRETE tt •:;.`:• .•13M'MIN.,1f4'TAPC.ON TOTAL THICKNESS IS LESS THAN 112'.IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE -1-3/4'MIN.,1/4-CRETE-FLEX - INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE OPTIONAL ix ;F. _ 1 � 1 Irr THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK Cf_=_`� ! - — MIN• ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) — --L, -- - ---�— 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 114- 1/C' 6063-TS AND A MINIMUM OF 116'THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT g SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A 012 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS.FOR INTEGRAL FIN 11/4• /318' MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 1/4'MAX SHIM�I I.�I MIN.. 1/4'MAX SHIM+I�MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. —i- 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 1.3f4'MIN EDGE 1•MINIEDOE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FSC CURRENT, EDITION. CONCRETE ANCHOR WOOD ANCHOR, FH BELOW MEETING PH BELOW MEETING RAIL(SEE NOTE 13.3) RAIL.(SEE NOTE 2 S 3) 3.35 KSI MIN.CONCRETE INTERIOR OR 14 KSI MIN.CMU (ALL JAMB DETAILS) EXTERIOR lx BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK OR CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4) DETAIL C. DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4' 51B'MIN.EDGE 2-1R'EMBEDMENT MAX SHIM 1/4' L -- -- OOD FRAME MAX mr9lULTRCvi.".FD WOOD FRAME �SNIM cea1M1+•Rxt�h oe F)xLao U."alCY&I -0 14Ab --�=-- 516'MIN.EDGE A`1+�''I'1° .131'DIA MIN. IScirimim o.le 4O2( 2.1f1'EM EDMENT x2lir NAIL n .131•DIA,MIN. I ! '.� C` AT CORNERS Mimn117ea.P,odat did x 21I2"NAIL, I = �= AND S.O.C. WOOD FRAME L AT CORNERS - AND 5'O.C. EDGE 1/4' .x 2 I DIA MIN. MAX. x 21Q'NAIL SHIM AT CORNERS AND 6'O.C. 2.12'EMBEDMENT DETAIL F,,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) TYPICAL INTEGRAL FIN ANCHORAGE E IY�I6 10]OIEpNOL04YDRNE ANCHOR4GEDETAILS ,.. "..,>.!r ,;: R YErefP.iL91tA ALUM.SINGLE HUNG WINDOW,IMPACT _ �'�'''T PA.BQx ISTD xowws,n a1z1. tq�by Berner �••.., A.L BILLER P.E. 4,FJC 8'IAlS T/J307 5/040 NTS 11 �11 4lM010 P FL FL P.P.E.0667D5